Cities Index.
CC 04-07-2026 Searchable Packet.pdf

Cupertino City Council
April 7, 2026

Document
CC 04-07-2026 Searchable Packet.pdf
Meeting
April 7, 2026
Body
Cupertino City Council
Pages
284
Original file
1059.4 MB
Text extracted from the city's file for reading and search. Open the original on cupertino.legistar.com. That file is the official record.

Date of Government Version: 11/07/2022
Date Data Arrived at EDR: 12/09/2022
Date Made Active in Reports: 03/01/2023
Number of Days to Update: 82
Source: Sacramento County Environmental Management
Telephone: 916-875-8406
Last EDR Contact: 03/19/2025
Next Scheduled EDR Contact: 07/07/2025
Data Release Frequency: Quarterly
SAN BENITO COUNTY:

CUPA SAN BENITO: CUPA Facility List
Cupa facility list
Date of Government Version: 10/25/2024
Date Data Arrived at EDR: 10/29/2024
Date Made Active in Reports: 01/17/2025
Number of Days to Update: 80
Source: San Benito County Environmental Health
Telephone: N/A
Last EDR Contact: 01/22/2025
Next Scheduled EDR Contact: 05/12/2025
Data Release Frequency: Varies
SAN BERNARDINO COUNTY:

PERMITS SAN BERNARDINO: Hazardous Material Permits
This listing includes underground storage tanks, medical waste handlers/generators, hazardous materials handlers, hazardous waste generators, and waste oil generators/handlers.

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Date of Government Version: 12/12/2024
Date Data Arrived at EDR: 12/16/2024
Date Made Active in Reports: 03/05/2025
Number of Days to Update: 79
Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041
Last EDR Contact: 03/05/2025
Next Scheduled EDR Contact: 05/12/2025
Data Release Frequency: Quarterly
SAN DIEGO COUNTY:

HMMD SAN DIEGO: Hazardous Materials Management Division Database The database includes: HE58 - This report contains the business name, site address, business phone number, establishment ’H’ permit number, type of permit, and the business status. HE17 - In addition to providing the same information provided in the HE58 listing, HE17 provides inspection dates, violations received by the establishment, hazardous waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information on underground storage tanks. Unauthorized Release List - Includes a summary of environmental contamination cases in San Diego County (underground tank cases, non-tank cases, groundwater contamination, and soil contamination are included.)
Date of Government Version: 11/20/2024
Date Data Arrived at EDR: 11/20/2024
Date Made Active in Reports: 02/13/2025
Number of Days to Update: 85
Source: Hazardous Materials Management Division
Telephone: 619-338-2268
Last EDR Contact: 02/25/2025
Next Scheduled EDR Contact: 06/09/2025
Data Release Frequency: Quarterly
LF SAN DIEGO: Solid Waste Facilities
San Diego County Solid Waste Facilities.

Date of Government Version: 10/01/2024
Date Data Arrived at EDR: 01/15/2025
Date Made Active in Reports: 03/28/2025
Number of Days to Update: 72
Source: Department of Health Services
Telephone: 619-338-2209
Last EDR Contact: 01/09/2025
Next Scheduled EDR Contact: 04/28/2025
Data Release Frequency: Varies
SAN DIEGO CO LOP: Local Oversight Program Listing
A listing of all LOP release sites that are or were under the County of San Diego’s jurisdiction. Included are closed or transferred cases, open cases, and cases that did not have a case type indicated. The cases without a case type are mostly complaints; however, some of them could be LOP cases.

Date of Government Version: 07/22/2021
Date Data Arrived at EDR: 10/19/2021
Date Made Active in Reports: 01/13/2022
Number of Days to Update: 86
Source: Department of Environmental Health
Telephone: 858-505-6874
Last EDR Contact: 01/09/2025
Next Scheduled EDR Contact: 04/28/2025
Data Release Frequency: Varies
SAN DIEGO CO SAM: Environmental Case Listing
The listing contains all underground tank release cases and projects pertaining to properties contaminated with hazardous substances that are actively under review by the Site Assessment and Mitigation Program.

Date of Government Version: 03/23/2010
Date Data Arrived at EDR: 06/15/2010
Date Made Active in Reports: 07/09/2010
Number of Days to Update: 24
Source: San Diego County Department of Environmental Health Telephone: 619-338-2371
Last EDR Contact: 02/19/2025
Next Scheduled EDR Contact: 06/09/2025
Data Release Frequency: No Update Planned
SAN FRANCISCO COUNTY:

CUPA SAN FRANCISCO CO: CUPA Facility Listing
Cupa facilities
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Date of Government Version: 10/28/2024
Date Data Arrived at EDR: 10/30/2024
Date Made Active in Reports: 01/21/2025
Number of Days to Update: 83
Source: San Francisco County Department of Environmental Health Telephone: 415-252-3896
Last EDR Contact: 01/23/2025
Next Scheduled EDR Contact: 05/12/2025
Data Release Frequency: Varies
LUST SAN FRANCISCO: Local Oversite Facilities
A listing of leaking underground storage tank sites located in San Francisco county.

Date of Government Version: 09/19/2008
Date Data Arrived at EDR: 09/19/2008
Date Made Active in Reports: 09/29/2008
Number of Days to Update: 10
Source: Department Of Public Health San Francisco County Telephone: 415-252-3920
Last EDR Contact: 01/22/2025
Next Scheduled EDR Contact: 05/12/2025
Data Release Frequency: No Update Planned
UST SAN FRANCISCO: Underground Storage Tank Information Underground storage tank sites located in San Francisco county.

Date of Government Version: 10/28/2024
Date Data Arrived at EDR: 10/30/2024
Date Made Active in Reports: 01/24/2025
Number of Days to Update: 86
Source: Department of Public Health
Telephone: 415-252-3920
Last EDR Contact: 01/23/2025
Next Scheduled EDR Contact: 05/12/2025
Data Release Frequency: Quarterly
SAN FRANCISO COUNTY:

SAN FRANCISCO MAHER: Maher Ordinance Property Listing
a listing of properties that fall within a Maher Ordinance, for all of San Francisco Date of Government Version: 10/15/2024
Date Data Arrived at EDR: 10/16/2024
Date Made Active in Reports: 01/06/2025
Number of Days to Update: 82
Source: San Francisco Planning
Telephone: 628-652-7483
Last EDR Contact: 01/14/2025
Next Scheduled EDR Contact: 04/28/2025
Data Release Frequency: Varies
SAN JOAQUIN COUNTY:

UST SAN JOAQUIN: San Joaquin Co. UST
A listing of underground storage tank locations in San Joaquin county.

Date of Government Version: 06/22/2018
Date Data Arrived at EDR: 06/26/2018
Date Made Active in Reports: 07/11/2018
Number of Days to Update: 15
Source: Environmental Health Department
Telephone: N/A
Last EDR Contact: 03/05/2025
Next Scheduled EDR Contact: 06/23/2025
Data Release Frequency: Semi-Annually
SAN LUIS OBISPO COUNTY:

CUPA SAN LUIS OBISPO: CUPA Facility List
Cupa Facility List.

Date of Government Version: 11/12/2024
Date Data Arrived at EDR: 11/13/2024
Date Made Active in Reports: 02/06/2025
Number of Days to Update: 85
Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596
Last EDR Contact: 02/05/2025
Next Scheduled EDR Contact: 05/26/2025
Data Release Frequency: Varies
SAN MATEO COUNTY:

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BI SAN MATEO: Business Inventory
List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks.

Date of Government Version: 02/20/2020
Date Data Arrived at EDR: 02/20/2020
Date Made Active in Reports: 04/24/2020
Number of Days to Update: 64
Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921
Last EDR Contact: 03/06/2025
Next Scheduled EDR Contact: 06/16/2025
Data Release Frequency: Annually
LUST SAN MATEO: Fuel Leak List
A listing of leaking underground storage tank sites located in San Mateo county.

Date of Government Version: 03/29/2019
Date Data Arrived at EDR: 03/29/2019
Date Made Active in Reports: 05/29/2019
Number of Days to Update: 61
Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921
Last EDR Contact: 02/26/2025
Next Scheduled EDR Contact: 06/16/2025
Data Release Frequency: Semi-Annually
SANTA BARBARA COUNTY:

CUPA SANTA BARBARA: CUPA Facility Listing
CUPA Program Listing from the Environmental Health Services division.

Date of Government Version: 09/08/2011
Date Data Arrived at EDR: 09/09/2011
Date Made Active in Reports: 10/07/2011
Number of Days to Update: 28
Source: Santa Barbara County Public Health Department
Telephone: 805-686-8167
Last EDR Contact: 02/05/2025
Next Scheduled EDR Contact: 05/26/2025
Data Release Frequency: No Update Planned
SANTA CLARA COUNTY:

CUPA SANTA CLARA: Cupa Facility List
Cupa facility list
Date of Government Version: 11/18/2024
Date Data Arrived at EDR: 11/19/2024
Date Made Active in Reports: 02/12/2025
Number of Days to Update: 85
Source: Department of Environmental Health
Telephone: 408-918-1973
Last EDR Contact: 02/05/2025
Next Scheduled EDR Contact: 05/26/2025
Data Release Frequency: Varies
HIST LUST SANTA CLARA: HIST LUST - Fuel Leak Site Activity Report A listing of open and closed leaking underground storage tanks. This listing is no longer updated by the county.

Leaking underground storage tanks are now handled by the Department of Environmental Health.

Date of Government Version: 03/29/2005
Date Data Arrived at EDR: 03/30/2005
Date Made Active in Reports: 04/21/2005
Number of Days to Update: 22
Source: Santa Clara Valley Water District
Telephone: 408-265-2600
Last EDR Contact: 03/23/2009
Next Scheduled EDR Contact: 06/22/2009
Data Release Frequency: No Update Planned
LUST SANTA CLARA: LOP Listing
A listing of leaking underground storage tanks located in Santa Clara county.

Date of Government Version: 03/03/2014
Date Data Arrived at EDR: 03/05/2014
Date Made Active in Reports: 03/18/2014
Number of Days to Update: 13
Source: Department of Environmental Health
Telephone: 408-918-3417
Last EDR Contact: 02/12/2025
Next Scheduled EDR Contact: 06/02/2025
Data Release Frequency: No Update Planned
SANTA CRUZ COUNTY:

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CUPA SANTA CRUZ: CUPA Facility List
CUPA facility listing.

Date of Government Version: 01/21/2017
Date Data Arrived at EDR: 02/22/2017
Date Made Active in Reports: 05/23/2017
Number of Days to Update: 90
Source: Santa Cruz County Environmental Health
Telephone: 831-464-2761
Last EDR Contact: 02/05/2025
Next Scheduled EDR Contact: 05/26/2025
Data Release Frequency: Varies
SITE MIT SANTA CRUZ: Site Mitigation Santa Cruz County List Sites may become contaminated with toxic chemicals through illegal dumping or disposal, from leaking underground storage tanks, or through industrial or commercial activities.The goal of the site mitigation program is to protect the public health and the environment while facilitating completion of contaminated site clean-up projects in a timely manner.

Date of Government Version: 12/03/2018
Date Data Arrived at EDR: 06/23/2023
Date Made Active in Reports: 07/13/2023
Number of Days to Update: 20
Source: Santa Cruz Environmental Health Services
Telephone: 831-454-2761
Last EDR Contact: 02/05/2025
Next Scheduled EDR Contact: 05/26/2025
Data Release Frequency: Varies
SHASTA COUNTY:

CUPA SHASTA: CUPA Facility List
Cupa Facility List.

Date of Government Version: 06/15/2017
Date Data Arrived at EDR: 06/19/2017
Date Made Active in Reports: 08/09/2017
Number of Days to Update: 51
Source: Shasta County Department of Resource Management Telephone: 530-225-5789
Last EDR Contact: 02/05/2025
Next Scheduled EDR Contact: 05/26/2025
Data Release Frequency: Varies
SOLANO COUNTY:

LUST SOLANO: Leaking Underground Storage Tanks
A listing of leaking underground storage tank sites located in Solano county.

Date of Government Version: 06/04/2019
Date Data Arrived at EDR: 06/06/2019
Date Made Active in Reports: 08/13/2019
Number of Days to Update: 68
Source: Solano County Department of Environmental Management Telephone: 707-784-6770
Last EDR Contact: 02/12/2025
Next Scheduled EDR Contact: 06/02/2025
Data Release Frequency: Quarterly
UST SOLANO: Underground Storage Tanks
Underground storage tank sites located in Solano county.

Date of Government Version: 09/15/2021
Date Data Arrived at EDR: 09/16/2021
Date Made Active in Reports: 12/09/2021
Number of Days to Update: 84
Source: Solano County Department of Environmental Management Telephone: 707-784-6770
Last EDR Contact: 02/12/2025
Next Scheduled EDR Contact: 06/02/2025
Data Release Frequency: Quarterly
SONOMA COUNTY:

CUPA SONOMA: Cupa Facility List
Cupa Facility list
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Date of Government Version: 07/02/2021
Date Data Arrived at EDR: 07/06/2021
Date Made Active in Reports: 07/14/2021
Number of Days to Update: 8
Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174
Last EDR Contact: 03/12/2025
Next Scheduled EDR Contact: 06/30/2025
Data Release Frequency: Varies
LUST SONOMA: Leaking Underground Storage Tank Sites
A listing of leaking underground storage tank sites located in Sonoma county.

Date of Government Version: 06/30/2021
Date Data Arrived at EDR: 06/30/2021
Date Made Active in Reports: 09/24/2021
Number of Days to Update: 86
Source: Department of Health Services
Telephone: 707-565-6565
Last EDR Contact: 03/12/2025
Next Scheduled EDR Contact: 06/30/2025
Data Release Frequency: Quarterly
STANISLAUS COUNTY:

CUPA STANISLAUS: CUPA Facility List
Cupa facility list
Date of Government Version: 02/08/2022
Date Data Arrived at EDR: 02/10/2022
Date Made Active in Reports: 05/04/2022
Number of Days to Update: 83
Source: Stanislaus County Department of Ennvironmental Protection Telephone: 209-525-6751
Last EDR Contact: 01/03/2025
Next Scheduled EDR Contact: 04/21/2025
Data Release Frequency: Varies
SUTTER COUNTY:

UST SUTTER: Underground Storage Tanks
Underground storage tank sites located in Sutter county.

Date of Government Version: 11/05/2024
Date Data Arrived at EDR: 11/20/2024
Date Made Active in Reports: 02/13/2025
Number of Days to Update: 85
Source: Sutter County Environmental Health Services
Telephone: 530-822-7500
Last EDR Contact: 02/12/2025
Next Scheduled EDR Contact: 06/02/2025
Data Release Frequency: Semi-Annually
TEHAMA COUNTY:

CUPA TEHAMA: CUPA Facility List
Cupa facilities
Date of Government Version: 08/27/2024
Date Data Arrived at EDR: 08/28/2024
Date Made Active in Reports: 11/12/2024
Number of Days to Update: 76
Source: Tehama County Department of Environmental Health Telephone: 530-527-8020
Last EDR Contact: 02/05/2025
Next Scheduled EDR Contact: 05/12/2025
Data Release Frequency: Varies
TRINITY COUNTY:

CUPA TRINITY: CUPA Facility List
Cupa facility list
Date of Government Version: 01/09/2025
Date Data Arrived at EDR: 01/14/2025
Date Made Active in Reports: 03/28/2025
Number of Days to Update: 73
Source: Department of Toxic Substances Control
Telephone: 760-352-0381
Last EDR Contact: 01/09/2025
Next Scheduled EDR Contact: 04/28/2025
Data Release Frequency: Varies
TULARE COUNTY:

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CUPA TULARE: CUPA Facility List
Cupa program facilities
Date of Government Version: 10/07/2022
Date Data Arrived at EDR: 10/07/2022
Date Made Active in Reports: 12/21/2022
Number of Days to Update: 75
Source: Tulare County Environmental Health Services Division Telephone: 559-624-7400
Last EDR Contact: 01/22/2025
Next Scheduled EDR Contact: 05/12/2025
Data Release Frequency: Varies
TUOLUMNE COUNTY:

CUPA TUOLUMNE: CUPA Facility List
Cupa facility list
Date of Government Version: 04/23/2018
Date Data Arrived at EDR: 04/25/2018
Date Made Active in Reports: 06/25/2018
Number of Days to Update: 61
Source: Divison of Environmental Health
Telephone: 209-533-5633
Last EDR Contact: 01/08/2025
Next Scheduled EDR Contact: 04/28/2025
Data Release Frequency: Varies
VENTURA COUNTY:

BWT VENTURA: Business Plan, Hazardous Waste Producers, and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste Producer (W), and/or Underground Tank (T) information.

Date of Government Version: 07/02/2024
Date Data Arrived at EDR: 07/17/2024
Date Made Active in Reports: 07/23/2024
Number of Days to Update: 6
Source: Ventura County Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 01/13/2025
Next Scheduled EDR Contact: 04/28/2025
Data Release Frequency: Quarterly
LF VENTURA: Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites.

Date of Government Version: 12/01/2011
Date Data Arrived at EDR: 12/01/2011
Date Made Active in Reports: 01/19/2012
Number of Days to Update: 49
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 03/19/2025
Next Scheduled EDR Contact: 07/07/2025
Data Release Frequency: No Update Planned
LUST VENTURA: Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites (LUST).

Date of Government Version: 05/29/2008
Date Data Arrived at EDR: 06/24/2008
Date Made Active in Reports: 07/31/2008
Number of Days to Update: 37
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 01/30/2025
Next Scheduled EDR Contact: 05/19/2025
Data Release Frequency: No Update Planned
MED WASTE VENTURA: Medical Waste Program List
To protect public health and safety and the environment from potential exposure to disease causing agents, the Environmental Health Division Medical Waste Program regulates the generation, handling, storage, treatment and disposal of medical waste throughout the County.

Date of Government Version: 07/02/2024
Date Data Arrived at EDR: 07/18/2024
Date Made Active in Reports: 07/23/2024
Number of Days to Update: 5
Source: Ventura County Resource Management Agency
Telephone: 805-654-2813
Last EDR Contact: 01/13/2025
Next Scheduled EDR Contact: 04/28/2025
Data Release Frequency: Quarterly
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UST VENTURA: Underground Tank Closed Sites List
Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List.

Date of Government Version: 08/27/2024
Date Data Arrived at EDR: 09/04/2024
Date Made Active in Reports: 11/13/2024
Number of Days to Update: 70
Source: Environmental Health Division
Telephone: 805-654-2813
Last EDR Contact: 03/04/2025
Next Scheduled EDR Contact: 06/16/2025
Data Release Frequency: Quarterly
YOLO COUNTY:

UST YOLO: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county.

Date of Government Version: 03/19/2025
Date Data Arrived at EDR: 03/25/2025
Date Made Active in Reports: 03/28/2025
Number of Days to Update: 3
Source: Yolo County Department of Health
Telephone: 530-666-8646
Last EDR Contact: 03/19/2025
Next Scheduled EDR Contact: 07/07/2025
Data Release Frequency: Annually
YUBA COUNTY:

CUPA YUBA: CUPA Facility List
CUPA facility listing for Yuba County.

Date of Government Version: 10/17/2024
Date Data Arrived at EDR: 10/22/2024
Date Made Active in Reports: 01/10/2025
Number of Days to Update: 80
Source: Yuba County Environmental Health Department
Telephone: 530-749-7523
Last EDR Contact: 01/15/2025
Next Scheduled EDR Contact: 05/05/2025
Data Release Frequency: Varies

OTHER DATABASE(S)
Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report.

CT MANIFEST: Hazardous Waste Manifest Data
Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility.

Date of Government Version: 11/04/2024
Date Data Arrived at EDR: 11/05/2024
Date Made Active in Reports: 01/27/2025
Number of Days to Update: 83
Source: Department of Energy & Environmental Protection Telephone: 860-424-3375
Last EDR Contact: 02/04/2025
Next Scheduled EDR Contact: 05/19/2025
Data Release Frequency: No Update Planned
NJ MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 12/31/2018
Date Data Arrived at EDR: 04/10/2019
Date Made Active in Reports: 05/16/2019
Number of Days to Update: 36
Source: Department of Environmental Protection
Telephone: N/A
Last EDR Contact: 03/27/2025
Next Scheduled EDR Contact: 07/14/2025
Data Release Frequency: Annually
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NY MANIFEST: Facility and Manifest Data
Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility.

Date of Government Version: 12/31/2019
Date Data Arrived at EDR: 11/30/2023
Date Made Active in Reports: 12/01/2023
Number of Days to Update: 1
Source: Department of Environmental Conservation
Telephone: 518-402-8651
Last EDR Contact: 01/23/2025
Next Scheduled EDR Contact: 05/05/2025
Data Release Frequency: Quarterly
PA MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 06/30/2018
Date Data Arrived at EDR: 07/19/2019
Date Made Active in Reports: 09/10/2019
Number of Days to Update: 53
Source: Department of Environmental Protection
Telephone: 717-783-8990
Last EDR Contact: 01/06/2025
Next Scheduled EDR Contact: 04/21/2025
Data Release Frequency: Annually
RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2020
Date Data Arrived at EDR: 11/30/2021
Date Made Active in Reports: 02/18/2022
Number of Days to Update: 80
Source: Department of Environmental Management
Telephone: 401-222-2797
Last EDR Contact: 02/06/2025
Next Scheduled EDR Contact: 05/26/2025
Data Release Frequency: Annually
WI MANIFEST: Manifest Information
Hazardous waste manifest information.

Date of Government Version: 05/31/2018
Date Data Arrived at EDR: 06/19/2019
Date Made Active in Reports: 09/03/2019
Number of Days to Update: 76
Source: Department of Natural Resources
Telephone: N/A
Last EDR Contact: 02/26/2025
Next Scheduled EDR Contact: 06/16/2025
Data Release Frequency: Annually
Oil/Gas Pipelines
Source: Endeavor Business Media
Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media.

Electric Power Transmission Line Data
Source: Endeavor Business Media
This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media.

Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located.

AHA Hospitals:

Source: American Hospital Association, Inc.

Telephone: 312-280-5991
The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals.

Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: 410-786-3000
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services.

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Nursing Homes
Source: National Institutes of Health
Telephone: 301-594-6248
Information on Medicare and Medicaid certified nursing homes in the United States.

Public Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states.

Private Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on private school locations in the United States.

Daycare Centers: Licensed Facilities
Source: Department of Social Services
Telephone: 916-657-4041
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.

Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005, 2010 and 2015 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetland Inventory
Source: Department of Fish and Wildlife
Telephone: 916-445-0411
Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey

STREET AND ADDRESS INFORMATION
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TC7943484.2s Page GR-60

GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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geologic strata.
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics

2. Groundwater flow velocity.

1. Groundwater flow direction, and
Assessment of the impact of contaminant migration generally has two principle investigative components:
forming an opinion about the impact of potential contaminant migration.

EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in Version Date: 2021
Target Property Map: 50005309 CUPERTINO, CA

USGS TOPOGRAPHIC MAP
Elevation: 259 ft. above sea level
UTM Y (Meters): 4131032.8
UTM X (Meters): 585196.5
Universal Tranverse Mercator: Zone 10
Longitude (West): 122.03842 - 122˚ 2’ 18.31’’
Latitude (North): 37.323888 - 37˚ 19’ 26.00’’

TARGET PROPERTY COORDINATES
CUPERTINO, CA 95014
20807 STEVENS CREEK BLVD
20807, 20813-20883 STEVENS CREEK BLVD

TARGET PROPERTY ADDRESS
GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM ®
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should be field verified.
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft) Elevation (ft) TP
TP
0 1/2 1 Miles ✩Target Property Elevation: 259 ft.

North South
West East 285 290275 280 280269 270 270257 259 263248 254239 243231 234220 226 333 328 320 311299 291 282 275265 259 251 242 234 225 218 212 209 205 201 General Topographic Gradient: General ENE

TARGET PROPERTY TOPOGRAPHY
should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to

TOPOGRAPHIC INFORMATION
collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional

GROUNDWATER FLOW DIRECTION INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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Not Reported

LOCATION GENERAL DIRECTION

MAP ID FROM TP GROUNDWATER FLOW
hydrogeologically, and the depth to water table.
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW®
Search Radius: 1.000 Mile.

Status: Not found
Search Radius: 1.25 miles
Site-Specific Hydrogeological Data*:
* ©1996 Site−specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator

HYDROGEOLOGIC INFORMATION
CUPERTINO YES - refer to the Overview Map and Detail Map

NATIONAL WETLAND INVENTORY
NWI Electronic
NWI Quad at Target Property Data Coverage
06085C0217H FEMA FIRM Flood data
06085C0216H FEMA FIRM Flood data
06085C0209H FEMA FIRM Flood data
Additional Panels in search area: FEMA Source Type
06085C0208H FEMA FIRM Flood data
Flood Plain Panel at Target Property FEMA Source Type

FEMA FLOOD ZONE
and bodies of water).

Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist

HYDROLOGIC INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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Depth to Bedrock Max: > 60 inches
Depth to Bedrock Min: > 60 inches
Corrosion Potential - Uncoated Steel: MODERATE
Hydric Status: Soil does not meet the requirements for a hydric soil.

Soil Drainage Class: Not reported
textures.
moderately well and well drained soils with moderately coarse Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, Soil Surface Texture: clay loam
Soil Component Name: BOTELLA
The following information is based on Soil Conservation Service STATSGO data. in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil

DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Map, USGS Digital Data Series DDS - 11 (1994).
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology

ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION
Era: Cenozoic Category: Stratifed Sequence
System: Quaternary
Series: Quaternary
Code: Q (decoded above as Era, System & Series)
at which contaminant migration may be occurring.

Geologic information can be used by the environmental professional in forming an opinion about the relative speed

GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional

GROUNDWATER FLOW VELOCITY INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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State Database 1.000
Federal FRDS PWS Nearest PWS within 0.001 miles
Federal USGS 1.000

WELL SEARCH DISTANCE INFORMATION
DATABASE SEARCH DISTANCE (miles)
opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental

LOCAL / REGIONAL WATER AGENCY RECORDS
Deeper Soil Types: No Other Soil Types
Shallow Soil Types: No Other Soil Types
Surficial Soil Types: No Other Soil Types
Soil Surface Textures: No Other Soil Types
appear within the general area of target property.

Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may

OTHER SOIL TYPES IN AREA
Min: 5.60
Max: 7.80
Min: 0.20
Max: 0.60
Clayey sand.

Sands with fines,
SOILS, Sands,

COARSE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.

Materials (more
3 41 inches 76 inches sandy clay loam Silt-Clay
Min: 5.60
Max: 7.80
Min: 0.20
Max: 0.60
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.

Materials (more
2 9 inches 41 inches silty clay loam Silt-Clay
Min: 5.60
Max: 7.30
Min: 0.20
Max: 0.60
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and

FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.

Materials (more
1 0 inches 9 inches clay loam Silt-Clay
Soil Layer Information
Boundary Classification
Permeability
Rate (in/hr) Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH)
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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G36 CAEDF0000085024 1/2 - 1 Mile East
G35 CAEDF0000004293 1/2 - 1 Mile East
G34 CAEDF0000076133 1/2 - 1 Mile East
33 CADWR0000011051 1/2 - 1 Mile NW
32 CADWR0000029003 1/2 - 1 Mile ESE
F31 CAEDF0000012818 1/2 - 1 Mile SSE
F30 CAEDF0000063453 1/2 - 1 Mile SE
29 CADWR0000032549 1/2 - 1 Mile WNW
F28 CAEDF0000081325 1/2 - 1 Mile SSE
F27 CAEDF0000038612 1/2 - 1 Mile SSE
F26 CAEDF0000139597 1/2 - 1 Mile SSE
F25 CAEDF0000135612 1/2 - 1 Mile SSE
F24 CAEDF0000085766 1/2 - 1 Mile SSE
D23 CAEDF0000074372 1/2 - 1 Mile WSW
F22 CAEDF0000109438 1/2 - 1 Mile SE
F21 CAEDF0000072351 1/2 - 1 Mile SSE
F20 CAEDF0000141915 1/2 - 1 Mile SSE
D19 CAEDF0000120038 1/2 - 1 Mile WSW
D18 CAEDF0000050608 1/2 - 1 Mile WSW
E17 7845 1/2 - 1 Mile NNE
E16 7846 1/2 - 1 Mile NNE
E15 7843 1/2 - 1 Mile NNE
E14 7844 1/2 - 1 Mile NNE
D13 CAEDF0000106509 1/2 - 1 Mile WSW
D12 CAEDF0000047361 1/2 - 1 Mile WSW
11 CADWR0000032066 1/2 - 1 Mile WNW
C10 CALLNL000000617 1/4 - 1/2 Mile NNE
9 CADWR0000000231 1/4 - 1/2 Mile North
C8 CADDW2000014437 1/4 - 1/2 Mile NNE
7 CAEDF0000051749 1/4 - 1/2 Mile ESE
B6 CAEDF0000108688 1/8 - 1/4 Mile WSW
B5 CAEDF0000115303 1/8 - 1/4 Mile WSW
B4 CAEDF0000108296 1/8 - 1/4 Mile WSW
A3 CAEDF0000120713 0 - 1/8 Mile ESE
A2 CAEDF0000045365 0 - 1/8 Mile ESE
A1 CAEDF0000071038 0 - 1/8 Mile ESE

STATE DATABASE WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
Note: PWS System location is not always the same as well location.

No PWS System Found

FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION

LOCATION

MAP ID WELL ID FROM TP
No Wells Found

FEDERAL USGS WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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39 7841 1/2 - 1 Mile NW
H38 CADDW2000021775 1/2 - 1 Mile North
H37 CAPFAS000001138 1/2 - 1 Mile North

STATE DATABASE WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 6 0
2 0 0
2 0 0
2 0 0
0 720
2 4 0
2 4 0
2 4 0 2 4 0
2 4 0
2 4 0
2 8 0
2 8 0
2 8 0
2 8 0
2 8 0
2 8 0
3 2 0
3 2 0
320
3 2 0
3 2 0
3 6 0
3 6 0
3 6 0
3 6 0
7 2 0
6 8 0 6 4 0 6 0 0
5 6 0
5 6 0
5 2 0
5 2 0
4 8 0
4 4 0
4 0 0
4 0 0
CA
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ame=MW-2
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=14442&assigned_n date=&global_id=14442&assigned_name=MW-2&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-2
Well ID: 14442-MW-2 Well Type: MONITORING
B4
WSW
1/8 - 1/4 Mile
Higher
CA WELLS CAEDF0000108296
gned_name=MW-3
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608574700&assi date=&global_id=T0608574700&assigned_name=MW-3&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-3
Well ID: T0608574700-MW-3 Well Type: MONITORING
A3
ESE
0 - 1/8 Mile
Lower
CA WELLS CAEDF0000120713
gned_name=MW-1
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608574700&assi date=&global_id=T0608574700&assigned_name=MW-1&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-1
Well ID: T0608574700-MW-1 Well Type: MONITORING
A2
ESE
0 - 1/8 Mile
Lower
CA WELLS CAEDF0000045365
gned_name=MW-2
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608574700&assi date=&global_id=T0608574700&assigned_name=MW-2&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-2
Well ID: T0608574700-MW-2 Well Type: MONITORING
A1
ESE
0 - 1/8 Mile
Lower
CA WELLS CAEDF0000071038
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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GeoTracker Data: Not Reported
date=&global_id=&assigned_name=CA4310001_015_015&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ GAMA Pfas testing: Not Reported
Source: DDW Other Names: 4310001-015
Well ID: CA4310001_015_015 Well Type: MUNICIPAL
GAMA:

C8
NNE
1/4 - 1/2 Mile
Lower
CA WELLS CADDW2000014437
gned_name=MW-1
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608500327&assi date=&global_id=T0608500327&assigned_name=MW-1&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-1
Well ID: T0608500327-MW-1 Well Type: MONITORING
7 ESE
1/4 - 1/2 Mile
Lower
CA WELLS CAEDF0000051749
ame=MW-3
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=14442&assigned_n date=&global_id=14442&assigned_name=MW-3&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-3
Well ID: 14442-MW-3 Well Type: MONITORING
B6
WSW
1/8 - 1/4 Mile
Higher
CA WELLS CAEDF0000108688
ame=MW-1
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=14442&assigned_n date=&global_id=14442&assigned_name=MW-1&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-1
Well ID: 14442-MW-1 Well Type: MONITORING
B5
WSW
1/8 - 1/4 Mile
Higher
CA WELLS CAEDF0000115303
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Units: atom ratio Date: 12/07/2002
Chemical: Helium-3/Helium-4 Results: .0000014103
Units: cm3STP/g Date: 12/07/2002
Chemical: Neon Results: .000000459841
Units: cm3STP/g Date: 12/07/2002
Chemical: Argon Results: .0004503
Units: pCi/L Date: 01/03/2002
Chemical: Tritium (Hydrogen 3) Results: 5.14
Units: cm3STP/g Date: 12/07/2002
Chemical: Helium-4 Results: .000000112099
Units: cm3STP/g Date: 12/07/2002
Chemical: Xenon Results: .0000000133712
Units: cm3STP/g Date: 12/07/2002
Chemical: Krypton Results: .000000102881
GeoTracker Data: Not Reported
Groundwater Quality Data: Not Reported
Other Name: 07S/02W-13C01M GAMA PFAS Testing: Not Reported Source: Lawrence Livermore National Laboratory
Well ID: 101156 Well Type: MUNICIPAL
C10
NNE
1/4 - 1/2 Mile
Lower
CA WELLS CALLNL000000617
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=07S02W13C001M&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 07S02W13C001M GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 07S02W13C001M Well Type: UNK
9 North
1/4 - 1/2 Mile
Lower
CA WELLS CADWR0000000231
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Comment 7: Not Reported
Comment 5: Not Reported Comment 6: Not Reported
Comment 3: Not Reported Comment 4: Not Reported
Comment 1: Not Reported Comment 2: Not Reported
Precision: 8 Status: AU
Latitude: 372000.0 Longitude: 1220200.0
Source nam: HOMESTEAD WELL 03 Station ty: WELL/AMBNT/MUN/INTAKE/SUPPLY System no: 4310018 Water type: G
District: 05 User id: HEN
Frds no: 4310018003 County: 43
Seq: 7844 Prim sta c: 07S/02W-12F01 M
E14
NNE
1/2 - 1 Mile
Lower
CA WELLS 7844
igned_name=MW-3
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T10000004477&ass date=&global_id=T10000004477&assigned_name=MW-3&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-3
Well ID: T10000004477-MW-3 Well Type: MONITORING
D13
WSW
1/2 - 1 Mile
Higher
CA WELLS CAEDF0000106509
igned_name=SB-9
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T10000004477&ass date=&global_id=T10000004477&assigned_name=SB-9&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: SB-9
Well ID: T10000004477-SB-9 Well Type: MONITORING
D12
WSW
1/2 - 1 Mile
Higher
CA WELLS CAEDF0000047361
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=07S02W14H002M&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 07S02W14H002M GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 07S02W14H002M Well Type: UNK
11 WNW
1/2 - 1 Mile
Higher
CA WELLS CADWR0000032066
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 15-MAR-16 Finding: 460.

Dlr: 100.

Chemical: BARIUM Report units: UG/L
Sample date: 15-MAR-16 Finding: 120.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 15-MAR-16 Finding: 0.18
Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 15-MAR-16 Finding: 42.

Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 15-MAR-16 Finding: 42.

Dlr: 0.

Chemical: POTASSIUM Report units: MG/L
Sample date: 15-MAR-16 Finding: 1.2
Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 15-MAR-16 Finding: 27.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 15-MAR-16 Finding: 29.

Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 15-MAR-16 Finding: 86.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 15-MAR-16 Finding: 332.

Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 15-MAR-16 Finding: 4.5
Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 12-JAN-17 Finding: 4.2
Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 12-JAN-17 Finding: 4.2
Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 18-JAN-18 Finding: 4.3
Area serve: CUPERTINO
Pop serv: 18200 Connection: 4199
Zip: 95014 Zip ext: Not Reported
City: CUPERTINO State: CA
Hqname: Not Reported Address: 10300 TORRE AVE
System no: 4310018 System nam: City Of Cupertino
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 20-FEB-14 Finding: 2.6
Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 08-AUG-14 Finding: 2.9
Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 08-AUG-14 Finding: 0.9
Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 13-NOV-14 Finding: 1.2
Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 13-NOV-14 Finding: 1.3
Dlr: 2.

Chemical: NITRATE (AS NO3) Report units: MG/L
Sample date: 26-FEB-15 Finding: 20.

Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 15-MAR-16 Finding: 720.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 15-MAR-16 Finding: 6.31
Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 15-MAR-16 Finding: 280.

Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 15-MAR-16 Finding: 340.

Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 15-MAR-16 Finding: 2.01
Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 15-MAR-16 Finding: 1.73
Dlr: 0.4
Chemical: NITRATE + NITRITE (AS N) Report units: MG/L
Sample date: 15-MAR-16 Finding: 4.5
Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 15-MAR-16 Finding: 11.09
Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 15-MAR-16 Finding: 0.39
Dlr: 0.

Chemical: CARBON DIOXIDE Report units: UG/L
Sample date: 15-MAR-16 Finding: 280.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 09-MAY-13 Finding: 87.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 09-MAY-13 Finding: 27.

Dlr: 0.4
Chemical: NITRATE + NITRITE (AS N) Report units: MG/L
Sample date: 09-MAY-13 Finding: 4600.

Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 09-MAY-13 Finding: 11.79
Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 09-MAY-13 Finding: 0.15
Dlr: 0.

Chemical: CARBON DIOXIDE Report units: UG/L
Sample date: 09-MAY-13 Finding: 60000.

Dlr: 2.

Chemical: NITRATE (AS NO3) Report units: MG/L
Sample date: 09-MAY-13 Finding: 20.

Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 09-MAY-13 Finding: 500.

Dlr: 100.

Chemical: BARIUM Report units: UG/L
Sample date: 09-MAY-13 Finding: 120.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 09-MAY-13 Finding: 0.21
Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 09-MAY-13 Finding: 45.

Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 09-MAY-13 Finding: 45.

Dlr: 0.

Chemical: POTASSIUM Report units: MG/L
Sample date: 09-MAY-13 Finding: 1.2
Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 09-MAY-13 Finding: 27.

Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 20-FEB-14 Finding: 0.78
Dlr: 0.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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District: 05 User id: HEN
Frds no: 4310001015 County: 43
Seq: 7846 Prim sta c: 07S/02W-13C01 M
E16
NNE
1/2 - 1 Mile
Lower
CA WELLS 7846
Area serve: CUPERTINO
Pop serv: 18200 Connection: 4199
Zip: 95014 Zip ext: Not Reported
City: CUPERTINO State: CA
Hqname: Not Reported Address: 10300 TORRE AVE
System no: 4310018 System nam: City Of Cupertino
Comment 7: Not Reported
Comment 5: Not Reported Comment 6: Not Reported
Comment 3: Not Reported Comment 4: Not Reported
Comment 1: Not Reported Comment 2: Not Reported
Precision: 8 Status: DS
Latitude: 372000.0 Longitude: 1220200.0
Source nam: HOMESTEAD WELL 01 - DESTROYED Station ty: WELL/AMBNT/MUN/INTAKE/SUPPLY System no: 4310018 Water type: G
District: 05 User id: HEN
Frds no: 4310018001 County: 43
Seq: 7843 Prim sta c: 07S/02W-12E01 M
E15
NNE
1/2 - 1 Mile
Lower
CA WELLS 7843
Dlr: 2.

Chemical: NITRATE (AS NO3) Report units: MG/L
Sample date: 17-MAY-12 Finding: 20.

Dlr: 1.

Chemical: CHROMIUM, HEXAVALENT Report units: UG/L
Sample date: 31-JAN-13 Finding: 1.3
Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 09-MAY-13 Finding: 690.

Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 09-MAY-13 Finding: 270.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 09-MAY-13 Finding: 7.02
Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 09-MAY-13 Finding: 330.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 09-MAY-13 Finding: 329.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 03-FEB-15 Finding: 290.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 03-FEB-15 Finding: 260.

Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 03-FEB-15 Finding: 62.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 03-FEB-15 Finding: 26.

Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 03-FEB-15 Finding: 33.

Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 03-FEB-15 Finding: 41.

Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 03-FEB-15 Finding: 30.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 03-FEB-15 Finding: 0.16
Dlr: 50.

Chemical: ZINC Report units: UG/L
Sample date: 03-FEB-15 Finding: 58.

Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 03-FEB-15 Finding: 360.

Dlr: 0.

Chemical: SOURCE TEMPERATURE C Report units: C
Sample date: 08-APR-15 Finding: 17.

Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 08-APR-15 Finding: 7.5
Area serve: LOS ALTOS
Pop serv: 53940 Connection: 17895
Zip: 94024 Zip ext: Not Reported
City: Los Altos State: CA
Hqname: CALIFORNIA WTR SERV CO Address: 949 B Street
System no: 4310001 System nam: Cwsc Los Altos Suburban
Comment 7: Not Reported
Comment 5: Not Reported Comment 6: Not Reported
Comment 3: Not Reported Comment 4: Not Reported
Comment 1: Not Reported Comment 2: Not Reported
Precision: 8 Status: AU
Latitude: 372000.0 Longitude: 1220200.0
Source nam: WELL 024-01 Station ty: WELL/AMBNT/MUN/INTAKE/SUPPLY System no: 4310001 Water type: G
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 04-APR-13 Finding: 6.7
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 02-JUL-13 Finding: 6.8
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 01-OCT-13 Finding: 7.17
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 16-JAN-14 Finding: 7.2
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 02-JUL-14 Finding: 7.4
Dlr: 0.

Chemical: SOURCE TEMPERATURE C Report units: C
Sample date: 07-OCT-14 Finding: 19.6
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 07-OCT-14 Finding: 7.2
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 27-JAN-15 Finding: 7.2
Dlr: 0.

Chemical: SOURCE TEMPERATURE C Report units: C
Sample date: 27-JAN-15 Finding: 17.

Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 03-FEB-15 Finding: 12.

Dlr: 0.

Chemical: LANGELIER INDEX @ 60 C Report units: Not Reported Sample date: 03-FEB-15 Finding: 0.41
Dlr: 0.

Chemical: COLOR Report units: UNITS
Sample date: 03-FEB-15 Finding: 5.

Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 03-FEB-15 Finding: 620.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 03-FEB-15 Finding: 7.4
Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 03-FEB-15 Finding: 230.

Dlr: 0.

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Chemical: SODIUM Report units: MG/L
Sample date: 08-FEB-12 Finding: 29.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 08-FEB-12 Finding: 24.

Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 08-FEB-12 Finding: 64.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 08-FEB-12 Finding: 260.

Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 08-FEB-12 Finding: 630.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 08-FEB-12 Finding: 8.

Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 08-FEB-12 Finding: 220.

Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 08-FEB-12 Finding: 270.

Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 23-APR-12 Finding: 7.24
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 05-JUL-12 Finding: 6.9
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 02-OCT-12 Finding: 7.5
Dlr: 0.

Chemical: RADIUM 226 MDA95 Report units: PCI/L
Sample date: 19-DEC-12 Finding: 0.4
Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 19-DEC-12 Finding: 2.7
Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 19-DEC-12 Finding: 3.

Dlr: 0.

Chemical: RADIUM 228 MDA95 Report units: PCI/L
Sample date: 19-DEC-12 Finding: 0.87
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 09-JAN-13 Finding: 7.2
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 12-JAN-17 Finding: 4.1
Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 18-JAN-18 Finding: 4.1
Area serve: CUPERTINO
Pop serv: 18200 Connection: 4199
Zip: 95014 Zip ext: Not Reported
City: CUPERTINO State: CA
Hqname: Not Reported Address: 10300 TORRE AVE
System no: 4310018 System nam: City Of Cupertino
Comment 7: Not Reported
Comment 5: Not Reported Comment 6: Not Reported
Comment 3: Not Reported Comment 4: Not Reported
Comment 1: Not Reported Comment 2: Not Reported
Precision: 8 Status: AU
Latitude: 372000.0 Longitude: 1220200.0
Source nam: HOMESTEAD WELL 02 Station ty: WELL/AMBNT/MUN/INTAKE/SUPPLY System no: 4310018 Water type: G
District: 05 User id: HEN
Frds no: 4310018002 County: 43
Seq: 7845 Prim sta c: 07S/02W-12M02 M
E17
NNE
1/2 - 1 Mile
Lower
CA WELLS 7845
Dlr: 0.

Chemical: PH, FIELD Report units: Not Reported
Sample date: 09-JAN-12 Finding: 7.91
Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 08-FEB-12 Finding: 350.

Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 08-FEB-12 Finding: 13.

Dlr: 0.

Chemical: LANGELIER INDEX @ 60 C Report units: Not Reported Sample date: 08-FEB-12 Finding: 0.6
Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 08-FEB-12 Finding: 0.21
Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 08-FEB-12 Finding: 30.

Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 08-FEB-12 Finding: 41.

Dlr: 0.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 11-JAN-16 Finding: 7.4
Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 11-JAN-16 Finding: 270.

Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 11-JAN-16 Finding: 330.

Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 11-JAN-16 Finding: 4.2
Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 11-JAN-16 Finding: 307.

Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 11-JAN-16 Finding: 87.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 11-JAN-16 Finding: 22.

Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 11-JAN-16 Finding: 24.

Dlr: 0.

Chemical: POTASSIUM Report units: MG/L
Sample date: 11-JAN-16 Finding: 1.2
Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 11-JAN-16 Finding: 45.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 11-JAN-16 Finding: 0.16
Dlr: 100.

Chemical: BARIUM Report units: UG/L
Sample date: 11-JAN-16 Finding: 110.

Dlr: 1.

Chemical: CHROMIUM, HEXAVALENT Report units: UG/L
Sample date: 11-JAN-16 Finding: 1.4
Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 11-JAN-16 Finding: 510.

Dlr: 0.

Chemical: LANGELIER INDEX AT SOURCE TEMP. Report units: Not Reported Sample date: 11-JAN-16 Finding: 5.e-002
Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 12-JAN-17 Finding: 4.1
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 31-JAN-13 Finding: 0.7
Dlr: 1.

Chemical: CHROMIUM, HEXAVALENT Report units: UG/L
Sample date: 31-JAN-13 Finding: 1.6
Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 31-JAN-13 Finding: 1.3
Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 09-MAY-13 Finding: 1.7
Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 09-MAY-13 Finding: 0.6
Dlr: 0.

Chemical: RADIUM 228 MDA95 Report units: PCI/L
Sample date: 12-AUG-13 Finding: 1.2
Dlr: 0.

Chemical: RADIUM 228 COUNTING ERROR Report units: PCI/L Sample date: 12-AUG-13 Finding: 0.66
Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 07-NOV-13 Finding: 0.8
Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 07-NOV-13 Finding: 0.3
Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 11-JAN-16 Finding: 45.

Dlr: 0.4
Chemical: NITRATE + NITRITE (AS N) Report units: MG/L
Sample date: 11-JAN-16 Finding: 4.2
Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 11-JAN-16 Finding: 12.17
Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 11-JAN-16 Finding: 0.37
Dlr: 0.

Chemical: CARBON DIOXIDE Report units: UG/L
Sample date: 11-JAN-16 Finding: 22.

Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 11-JAN-16 Finding: 700.

Dlr: 0.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 19-JUL-12 Finding: 11.45
Dlr: 0.1
Chemical: TURBIDITY, LABORATORY Report units: NTU
Sample date: 19-JUL-12 Finding: 0.25
Dlr: 0.

Chemical: CARBON DIOXIDE Report units: UG/L
Sample date: 19-JUL-12 Finding: 130000.

Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 19-JUL-12 Finding: 520.

Dlr: 100.

Chemical: BARIUM Report units: UG/L
Sample date: 19-JUL-12 Finding: 120.

Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 19-JUL-12 Finding: 750.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 19-JUL-12 Finding: 6.59
Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 19-JUL-12 Finding: 280.

Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 19-JUL-12 Finding: 350.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 19-JUL-12 Finding: 364.

Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 19-JUL-12 Finding: 100.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 19-JUL-12 Finding: 27.

Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 19-JUL-12 Finding: 26.

Dlr: 0.

Chemical: POTASSIUM Report units: MG/L
Sample date: 19-JUL-12 Finding: 1.2
Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 19-JUL-12 Finding: 47.

Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 19-JUL-12 Finding: 47.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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gned_name=MW-4
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=MW-4&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-4
Well ID: T0608543715-MW-4 Well Type: MONITORING
F20
SSE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000141915
igned_name=MW-2
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T10000004477&ass date=&global_id=T10000004477&assigned_name=MW-2&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-2
Well ID: T10000004477-MW-2 Well Type: MONITORING
D19
WSW
1/2 - 1 Mile
Higher
CA WELLS CAEDF0000120038
igned_name=SB-8
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T10000004477&ass date=&global_id=T10000004477&assigned_name=SB-8&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: SB-8
Well ID: T10000004477-SB-8 Well Type: MONITORING
D18
WSW
1/2 - 1 Mile
Higher
CA WELLS CAEDF0000050608
Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 12-JUL-12 Finding: 750.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 19-JUL-12 Finding: 0.18
Dlr: 0.4
Chemical: NITRATE + NITRITE (AS N) Report units: MG/L
Sample date: 19-JUL-12 Finding: 3200.

Dlr: 0.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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gned_name=EX-2
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=EX-2&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: EX-2
Well ID: T0608543715-EX-2 Well Type: MONITORING
F24
SSE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000085766
igned_name=MW-1
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T10000004477&ass date=&global_id=T10000004477&assigned_name=MW-1&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-1
Well ID: T10000004477-MW-1 Well Type: MONITORING
D23
WSW
1/2 - 1 Mile
Higher
CA WELLS CAEDF0000074372
gned_name=MW-7
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=MW-7&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-7
Well ID: T0608543715-MW-7 Well Type: MONITORING
F22
SE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000109438
gned_name=MW-3
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=MW-3&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-3
Well ID: T0608543715-MW-3 Well Type: MONITORING
F21
SSE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000072351
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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gned_name=MW-6
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=MW-6&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-6
Well ID: T0608543715-MW-6 Well Type: MONITORING
F28
SSE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000081325
gned_name=EX-1
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=EX-1&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: EX-1
Well ID: T0608543715-EX-1 Well Type: MONITORING
F27
SSE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000038612
gned_name=MW-2
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=MW-2&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-2
Well ID: T0608543715-MW-2 Well Type: MONITORING
F26
SSE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000139597
gned_name=MW-1
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=MW-1&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-1
Well ID: T0608543715-MW-1 Well Type: MONITORING
F25
SSE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000135612
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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GeoTracker Data: Not Reported
date=&global_id=&assigned_name=07S01W18N001M&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 07S01W18N001M GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 07S01W18N001M Well Type: UNK
32 ESE
1/2 - 1 Mile
Lower
CA WELLS CADWR0000029003
gned_name=MW-8
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=MW-8&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-8
Well ID: T0608543715-MW-8 Well Type: MONITORING
F31
SSE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000012818
gned_name=MW-5
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608543715&assi date=&global_id=T0608543715&assigned_name=MW-5&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-5
Well ID: T0608543715-MW-5 Well Type: MONITORING
F30
SE
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000063453
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=07S02W14G001M&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 07S02W14G001M GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 07S02W14G001M Well Type: UNK
29 WNW
1/2 - 1 Mile
Higher
CA WELLS CADWR0000032549
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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gned_name=MW-2
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608501271&assi date=&global_id=T0608501271&assigned_name=MW-2&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-2
Well ID: T0608501271-MW-2 Well Type: MONITORING
G36
East
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000085024
gned_name=MW-3
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608501271&assi date=&global_id=T0608501271&assigned_name=MW-3&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-3
Well ID: T0608501271-MW-3 Well Type: MONITORING
G35
East
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000004293
gned_name=MW-1
GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0608501271&assi date=&global_id=T0608501271&assigned_name=MW-1&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ GAMA PFAS Testing: Not Reported
Source: EDF Other Name: MW-1
Well ID: T0608501271-MW-1 Well Type: MONITORING
G34
East
1/2 - 1 Mile
Lower
CA WELLS CAEDF0000076133
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=07S02W11R001M&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ Other Name: 07S02W11R001M GAMA PFAS Testing: Not Reported Source: Department of Water Resources
Well ID: 07S02W11R001M Well Type: UNK
33 NW
1/2 - 1 Mile
Lower
CA WELLS CADWR0000011051
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 15-MAR-16 Finding: 2.1
Dlr: 0.4
Chemical: NITRATE (AS N) Report units: MG/L
Sample date: 07-MAR-17 Finding: 2.13
Area serve: SUNNYVALE CITY
Pop serv: 120000 Connection: 27673
Zip: 94086 Zip ext: Not Reported
City: SUNNYVALE State: CA
Hqname: Not Reported Address: P.O. BOX 3707
System no: 4310014 System nam: City Of Sunnyvale
Comment 7: Not Reported
Comment 5: Not Reported Comment 6: Not Reported
Comment 3: Not Reported Comment 4: Not Reported
Comment 1: Not Reported Comment 2: Not Reported
Precision: 8 Status: AU
Latitude: 372000.0 Longitude: 1220300.0
Source nam: WESTMOOR 01 Station ty: WELL/AMBNT/MUN/INTAKE/SUPPLY System no: 4310014 Water type: G
District: 05 User id: HEN
Frds no: 4310014012 County: 43
Seq: 7841 Prim sta c: 07S/02W-11G02 M
39 NW
1/2 - 1 Mile
Higher
CA WELLS 7841
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=CA4310018_002_002&store_num= Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ GAMA Pfas testing: Not Reported
Source: DDW Other Names: 4310018-002
Well ID: CA4310018_002_002 Well Type: MUNICIPAL
GAMA:

H38
North
1/2 - 1 Mile
Lower
CA WELLS CADDW2000021775
GeoTracker Data: Not Reported
date=&global_id=&assigned_name=4310018-002&store_num=
Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ Other Name: FRANCO COURT WELL 02 GAMA PFAS Testing: Yes Source: Department of Health Services
Well ID: 4310018-002 Well Type: MUNICIPAL
H37
North
1/2 - 1 Mile
Lower
CA WELLS CAPFAS000001138
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 11-FEB-15 Finding: 7.8
Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 11-FEB-15 Finding: 260.

Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 11-FEB-15 Finding: 320.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 11-FEB-15 Finding: 330.

Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 11-FEB-15 Finding: 94.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 11-FEB-15 Finding: 24.

Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 11-FEB-15 Finding: 23.

Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 11-FEB-15 Finding: 39.

Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 11-FEB-15 Finding: 42.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 11-FEB-15 Finding: 0.14
Dlr: 100.

Chemical: BARIUM Report units: UG/L
Sample date: 11-FEB-15 Finding: 110.

Dlr: 50.

Chemical: ZINC Report units: UG/L
Sample date: 11-FEB-15 Finding: 79.

Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 11-FEB-15 Finding: 380.

Dlr: 0.

Chemical: LANGELIER INDEX @ 60 C Report units: Not Reported Sample date: 11-FEB-15 Finding: 0.64
Dlr: 0.

Chemical: AGGRSSIVE INDEX (CORROSIVITY) Report units: Not Reported Sample date: 11-FEB-15 Finding: 13.

Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 11-FEB-15 Finding: 660.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Dlr: 0.

Chemical: BICARBONATE ALKALINITY Report units: MG/L
Sample date: 22-FEB-12 Finding: 310.

Dlr: 0.

Chemical: ALKALINITY (TOTAL) AS CACO3 Report units: MG/L Sample date: 22-FEB-12 Finding: 250.

Dlr: 0.

Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L
Sample date: 22-FEB-12 Finding: 380.

Dlr: 0.

Chemical: HARDNESS (TOTAL) AS CACO3 Report units: MG/L
Sample date: 22-FEB-12 Finding: 320.

Dlr: 0.

Chemical: CALCIUM Report units: MG/L
Sample date: 22-FEB-12 Finding: 88.

Dlr: 0.

Chemical: MAGNESIUM Report units: MG/L
Sample date: 22-FEB-12 Finding: 23.

Dlr: 0.

Chemical: SODIUM Report units: MG/L
Sample date: 22-FEB-12 Finding: 23.

Dlr: 0.

Chemical: CHLORIDE Report units: MG/L
Sample date: 22-FEB-12 Finding: 35.

Dlr: 0.5
Chemical: SULFATE Report units: MG/L
Sample date: 22-FEB-12 Finding: 39.

Dlr: 0.1
Chemical: FLUORIDE (F) (NATURAL-SOURCE) Report units: MG/L Sample date: 22-FEB-12 Finding: 0.2
Dlr: 100.

Chemical: BARIUM Report units: UG/L
Sample date: 22-FEB-12 Finding: 110.

Dlr: 2.

Chemical: NITRATE (AS NO3) Report units: MG/L
Sample date: 12-MAR-13 Finding: 6.2
Dlr: 0.

Chemical: GROSS ALPHA MDA95 Report units: PCI/L
Sample date: 05-MAR-14 Finding: 1.64
Dlr: 0.

Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Sample date: 05-MAR-14 Finding: 0.22
Dlr: 1.

Chemical: CHROMIUM, HEXAVALENT Report units: UG/L
Sample date: 04-NOV-14 Finding: 1.2
Dlr: 0.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Dlr: 0.

Chemical: SPECIFIC CONDUCTANCE Report units: US
Sample date: 22-FEB-12 Finding: 650.

Dlr: 0.

Chemical: PH, LABORATORY Report units: Not Reported
Sample date: 22-FEB-12 Finding: 8.

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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Basement Not Reported Not Reported Not Reported Not Reported Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Living Area - 1st Floor 0.267 pCi/L 100% 0% 0%
Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Number of sites tested: 3
Federal Area Radon Information for Zip Code: 95014
: Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.

Note: Zone 1 indoor average level > 4 pCi/L.

Federal EPA Radon Zone for SANTA CLARA County: 2
95014 47 0
______ ________ ________
Zipcode Num Tests > 4 pCi/L
Radon Test Results
State Database: CA Radon

AREA RADON INFORMATION

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®
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TOPOGRAPHIC INFORMATION
USGS 7.5’ Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection.

Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey

HYDROLOGIC INFORMATION
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.

Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005, 2010 and 2015 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetland Inventory
Source: Department of Fish and Wildlife
Telephone: 916-445-0411

HYDROGEOLOGIC INFORMATION
AQUIFLOW Information System R
Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information.

GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).

STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.

SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management.

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LOCAL / REGIONAL WATER AGENCY RECORDS

FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.

PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).

USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.

OTHER STATE DATABASE INFORMATION
Groundwater Ambient Monitoring & Assessment Program
State Water Resources Control Board
Telephone: 916-341-5577
The GAMA Program is Californias comprehensive groundwater quality monitoring program. GAMA collects data by testing the untreated, raw water in different types of wells for naturally-occurring and man-made chemicals. The GAMA data includes Domestic, Monitoring and Municipal well types from the following sources, Department of Water Resources, Department of Heath Services, EDF, Agricultural Lands, Lawrence Livermore National Laboratory, Department of Pesticide Regulation, United States Geological Survey, Groundwater Ambient Monitoring and Assessment Program and Local Groundwater Projects.

Water Well Database
Source: Department of Water Resources
Telephone: 916-651-9648
California Drinking Water Quality Database
Source: Department of Public Health
Telephone: 916-324-2319
The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information.

Geothermal Wells Listing
Department of Conservation
Telephone: 916-445-9686
Geothermal well means a well constructed to extract or return water to the ground after it has been used for heating or cooling purposes. Geothermal wells in California (except for wells on federal leases which are administered by the Bureau of Land Management) are permitted, drilled, operated, and permanently sealed and closed (plugged and abandoned) under requirements and procedures administered by the Geothermal Section of the Department of Conservations Geologic Energy Management Division (CalGEM, formerly DOGGR).

California Oil and Gas Well Locations
Source: Dept of Conservation, Geologic Energy Management Division Telephone: 916-323-1779
Oil and Gas well locations in the state.

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California Earthquake Fault Lines
Source: California Division of Mines and Geology
The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.

RADON
State Database: CA Radon
Source: Department of Public Health
Telephone: 916-210-8558
Radon Database for California
Area Radon Information
Source: USGS
Telephone: 703-356-4020
The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.

The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions.

EPA Radon Zones
Source: EPA
Telephone: 703-356-4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels.

OTHER
Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.

STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

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APPENDIX G

RESUMES OF ENVIRONMENTAL PROFESSIONALS
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Mr. Wood performs Phase I and Phase II site assessments and develops and implements site specific soil and groundwater management and remediation plans. Over the past six years at Langan he has refined his knowledge of Bay Area geology, honed his field sampling skillsets, gained experience with construction oversight roles, and built his knowledge base of environmental regulation compliance and the development and implementation of remediation plans, and is beginning to sharpen his project management skill sets. He has experience with sampling of soil, air, and water; data and sample collection from both vapor mitigation and water treatment systems; vapor barrier repair inspection; and NPDES permit compliance and reporting. Specifically, Mr. Wood has been involved in long-term projects covering the characterization and safe excavation of naturally occuring asbestos in South San Francisco, operation and maintenance of vapor mitigation systems in South San Francisco and Santa Clara, data and sample collecton and regulatory compliance for a water treatment systems in Mountain View and Berkeley. Additionally, Mr. Wood has experience in the site assessment and remediation of land and waters impacted by acid mine drainage and coal mining.

SELECTED PROJECTS
 6815 San Leandro – Contaminant soil sampling and excavation oversight, Oakland, CA
 Hunters Point Block 56 – Environmental Site Characterization, San Francisco CA
 2225, 2255, and 2285 Martin Avenue – Limited Environmental Site Characterization, Santa Clara CA
 Pointe Grand – Soil and Groundwater Mitigation Plan, South San Francisco CA
 Foundry – Dual Phase Extraction System O&M and Off-site Soil Vapor Investigation, Berkeley CA
 Intuit Bayshore Building – Water Treatment System Sampling, NPDES Compliance, and Reporting, Mountain View, CA
 City Place – Landfill Closed Displacement Test Pile Groundwater Monitoring, Condensate Trap Sampling, Santa Clara, CA
 Gateway of Pacific Phases 1, 2, and 3 - Asbestos Dust Mitigation Plan Implementation and Environmental Oversight, South San Francisco, CA

SELECTED PUBLICATIONS, REPORTS, AND PRESENTATIONS
“Carbide Lime Treatment of Acid Mine Drainage Impacted Soils in the Huff Run Watershed of Northeast Ohio.” GSA Annual Meeting, Seattle, Washington, 2017.
“Origins and Evolution of amphibolite from the glade gap exposures of the Chunky Gal/Buck Creek Mafic-Ultramafic Complex, Western North Carolina.” GSA Annual Meeting, Baltimore, Maryland, 2015.

DANIEL L. WOOD, PG

PROJECT GEOLOGIST

ENVIRONMENTAL ENGINEERING & PROJECT MANAGEMENT

EDUCATION
M.S., Geology
Kent State University
B.S., Geology
University of South Florida
Associate of Arts
Seminole State College

PROFESSIONAL

REGISTRATION
Professional Geologist
(PG) in CA

SOFTWARE TRAINING
Sigma Plot. Geochemist
Workbench, 3Ds Max,
AutoCad (Basic)

CERTIFICATIONS
40 Hour OSHA Hazardous
Waste Operations and
Emergency Response
(HAZWOPER) (29 CFR
1910.120)
American Red Cross
First Aid/CPR/AED
May 2019
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Mr. Cusack has 33 years of experience managing and implementing hazardous waste characterization and remediation projects. His experience includes pre-acquisition site assessments, site investigations, removal of underground storage tanks, Phase II investigations, soil, soil vapor, and groundwater sampling and remediation, development of soil management plans, aquifer pumping tests, contractor oversight, and field inspection for numerous construction projects and preparation of site closure reports. His work is often done in coordination with our geotechnical practice. He has extensive experience in site investigations and regulatory agency interaction prior to, and during, new construction/development.

SELECTED PROJECTS
 Environmental Site Assessments, Numerous Throughout the Bay Area  Over 175 Soil, Soil Vapor, and Groundwater Site Investigations Throughout the Bay Area
Academic
 National Center for International Schools, San Francisco, CA  UCSF Mission Bay Campus, San Francisco, CA
 University of San Francisco, Malloy Hall, San Francisco, CA  Campus Community Center, Building 21B, Mission Bay,
San Francisco, CA
 Hastings College of Law Property, San Francisco, CA
 San Jose Evergreen Community College District, South Campus Development & Automotive Tech Building, San Jose, CA
 Tenderloin Elementary School, San Francisco, CA
Affordable Housing
 2060 Folsom Street, Chinatown Community Development Center (CCDC) & Mission Economic Development Agency (MEDA),
San Francisco, CA
 Firehouse Square, MidPen Housing Corp, Belmont, CA
 Brooklyn Basin Parcels A and F, MidPen Housing Corp, Oakland, CA  Downtown San Mateo Parcels, MidPen Housing Corp, San Mateo, CA  1178 Sonora Court, MidPen Housing Corp, Sunnyvale, CA  707 Bradford Street, MidPen Housing Corp, San Mateo, CA  9th and Jessie Street, Multi-Family Residential, San Francisco, CA  Hotel Essex, 684 Ellis Street, Mercy Housing, San Francisco, CA  Natalie Gubb Commons, Transbay Block 7 | Mercy Housing, San Francisco, CA
 Mission Bay Block 6 West | Mercy Housing, San Francisco, CA  1064 Mission | Mercy Housing, San Francisco, CA
 600 7th Street | Mercy Housing, San Francisco, CA
 Casa de la Misión | Mercy Housing, San Francisco, CA

PETER CUSACK

ASSOCIATE PRINCIPAL

ENVIRONMENTAL ENGINEERING

EDUCATION
Bachelor of Technology,
Civil Engineering
Rochester Institute of
Technology

PROFESSIONAL

REGISTRATION
Registered Environmental
Assessor
40-Hour Hazardous Waste
Operations and
Emergency Response
Standard (HAZWOPER)
C4 HAZWOPER
Supervisor
First Aid and CPR
Contractor State License
#979216, Class A, HAZ

AFFILIATIONS
National Ground Water
Association,
1992–Present
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PETER CUSACK  Bill Sorro Community, 200 Sixth Street | Mercy Housing, San Francisco, CA
 10th & Mission Family Housing | Mercy Housing, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Francisco, CA  1180 Fourth Street | Mercy Housing, San Francisco, CA  1300 Roosevelt Avenue (Hacienda Project) | Mercy Housing, Richmond, CA
 165 Eighth Street | Mercy Housing, San Francisco, CA  201 Turk Street, Affordable Multi-Family Residential, San Francisco, CA
 6730 Mission | Mercy Housing, Daly City, CA  99 School Street | Mercy Housing, Daly City, CA  Civic Center Residence | TNDC, 44 McAllister Street, San Francisco, CA
 Edith Witt Senior Community, Ninth & Mission | Mercy Housing, San Francisco, CA
 Episcopal Community Services (ECS) of San Francisco, 165 8th Street, San Francisco, CA
 Kelly Cullen Community, 220 Golden Gate Avenue | TNDC, San Francisco, CA
 Mid-Peninsula Housing, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Mateo, CA
 Openhouse (formerly Richardson Hall), 55 Laguna | Mercy Housing, San Francisco, CA
 Parkview Terraces, Parcel A, Mixed-Use Affordable Housing, San Francisco, CA
 Richardson Hall, 55 Laguna | Mercy Housing, San Francisco, CA  Saint Anthony Foundation, 121 Golden Gate Avenue | Mercy Housing, San Francisco, CA
 Hotel Essex, 684 Ellis Street | Mercy Housing, San Francisco, CA Senior Housing  Roseville Parkway, Roseville, CA
Multi-Family Residential  601 Capital Mall, Sacramento, CA  Sutter Park Living, Sacramento, CA  Midway Village Multi-Family, Daly City, CA  5M Development, San Francisco, CA  Brannan Square, 200 Brannan Street, Multi-Family Residential (New Building and Renovation of a Warehouse), San Francisco, CA  2090 South Delaware Street Apartments, San Mateo, CA  2121 Third Street, Multi-Family Residential, San Francisco, CA  2175 Market Street, Multi-Family Residential, San Francisco, CA  300 Spear Street, Multi-Family Residential, San Francisco, CA  333 First Street, Multi-Family Residential, San Francisco, CA  41 Tehama, Multi-Family Residential High-Rise with 5-Level Underground Parking, San Francisco, CA
 4606 Almaden Expressway, Multi-Family Residential, San Jose, CA  750 Second Street, Multi-Family Residential, San Francisco, CA  Boynton Place, 970 Boynton Avenue, San Jose, CA  Lumina, 201 Folsom Street, Multi-Family Residential, San Francisco, CA
 One South Market Street, Multi-Family Residential, San Jose, CA 2457
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PETER CUSACK
 Parcel N4AP1, Mission Bay, Multi-Family Residential, San Francisco, CA
 Parcels N3AP2 & N3P2, Mission Bay, San Francisco, CA
 Portside North Residential High-Rise, San Francisco, CA  Post Street Tower, Downtown Apartments, San Jose, CA
 Radiance at Mission Bay (Buildings 10 and 10A), Multi-Family Residential, Mission Bay, San Francisco, CA
 Silvery Towers, San Jose, CA
 The Metropolitan Condominiums, 333 First Street, San Francisco, CA  Transbay Block 8, Luxury Residential Tower, San Francisco, CA  Tasman East Developments, Parcels 57 and 61-64, Santa Clara, CA  375 Knowles Drive, Los Gatos, CA
 SJSC Towers, Multi-Family Residential, San Jose, CA
 411-541 Middlefield Road, Redwood City, CA
Mixed Use
 1629 Market Street and 53 Colton Street Mixed-use Redevelopment, San Francisco, CA
 Oceanwide Center, Office High-Rise and Residential High-Rise, San Francisco, CA
 Bascom Creekside, Mixed-Use Development, Campbell, CA  Modera San Pedro Square, Infill Mixed-Use Development, San Jose, CA
 Modera The Alameda, Community Development (Residential/Retail), San Jose, CA
 Transbay Block 6, Mixed-Use Residential/Retail High-Rise, San Francisco, CA
Hotel & Retail
 International Hotel Site, San Francisco, CA
 1165 East Arques Avenue, Fitness Center, Sunnyvale, CA  Potrero Center, Large Shopping Development, San Francisco, CA  The Oaks Shopping Center, 21255 Stevens Creek Boulevard, Cupertino, CA
Stadiums and Arenas
 San Jose Earthquakes Stadium, San Jose, CA
Transportation
 New Transbay Transit Center, San Francisco, CA
 Temporary Transbay Terminal, San Francisco, CA
 Coast Guard Island Bridge, Alameda, CA
 Islais Creek RR Bridge, San Francisco, CA
 Lambert Bridge, Healdsburg, CA
 Illinois Street Bridge, San Francisco, CA,
Office
 Intuit Campus Center, Mountain View, CA
 Intuit Marine Way, Mountain View, CA
 Genetics and Developmental Science Building, Building 19B, Phases I & II ESAs, Soil Management Plan, and Closure Report, Mission Bay, San Francisco, CA
 Salesforce Tower, San Francisco, CA
 535 Mission Street, Office High-Rise, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Francisco, CA
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PETER CUSACK
 555 Mission Street, Office High-Rise, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Francisco, CA
 575 Middlefield Road, Mountain View, CA
 5812 Hollis Street, Phases I & II ESAs, Soil Management Plan, and Closure Report, Emeryville, CA
Parks and Recreation
 Hilltop Park Renovation, San Francisco, CA
 Sharp Park, San Francisco Recreation Department, Pacifica, CA Healthcare
 Kaiser Center, Oakland, CA
 Kaiser Mission Bay, San Francisco, CA
 VA Palo Alto, Palo Alto, CA
Data Centers, Manufacturing and Warehouses
 Monarch Mirror Manufacturing Facility, Vallejo, CA
 Buena Park Distribution Facility, Buena Park, CA
 Equinix Data Center, SV10 and SV-11, San Jose, CA
 La Habra Distribution Facility, La Habra, CA
 The Stanley Works, Groundwater Remediation, Pittsburg, CA Parking Garages
 Hearst Garage, San Francisco, CA
 Genentech Parking Structures, South San Francisco, CA  Mission Bay Parking Garage, San Francisco, CA
 Parking Garage, Building 21A, Mission Bay, Phases I & II ESAs, Soil Management Plan, and Closure Report, San Francisco, CA  San Francisco Airport Parking Garage, South San Francisco, CA  Vallejo Station Parking Garage, Soil Management Plan and Construction Oversight, Vallejo, CA
 VTA Parking Structure – Berryessa, San Jose, CA
 VTA Parking Structure – Milpitas, Milpitas, CA
Government
 City of San Pablo, Phase I and II ESAs, San Pablo, CA  Santa Clara County Family Courthouse, 170 Park Avenue, San Jose, CA
Miscellaneous
 San Jose Bus Station (Formerly Greyhound), 60 Almaden Avenue, San Jose, CA
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From: Piu Ghosh (she/her)
To: City of Cupertino Planning Commission
Subject: Fwd: Support New Family Housing at 20807-20883 Stevens Creek Blvd! Date: Friday, March 20, 2026 6:51:58 AM
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Planning Manager Piu Ghosh,
Dear Cupertino Planning Commissioners,
I am writing to strongly urge you to recommend approval for the proposed residential project at 20807-20883 Stevens Creek Boulevard. This development represents a rare and vital opportunity to create 122 for-sale townhomes in our city, providing the high-quality, family-sized housing that Cupertino desperately needs.

By building 100% three- and four-bedroom units and including a significant 20% on-site affordable component, this project ensures that both growing families and our local workforce have a path to homeownership. This is a smart, logical conversion of an underutilized commercial site that will actually benefit the surrounding neighborhood by reducing net daily traffic by 40%.

Furthermore, the project team’s commitment to preserving the historic pear trees and creating a new public linear park shows a clear dedication to enhancing our community’s character and green space.

Cupertino must approve thoughtful infill projects like this to meet our housing goals and remain a welcoming city for families of all income levels. I respectfully ask that you vote yes and move this project forward to the City Council.

Jeffrey Herdman
[email protected]
San Jose, California 95129
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From: Cathy Helgerson
To: City of Cupertino Planning Commission; Piu Ghosh (she/her); Kitty Moore; Liang Chao; J.R. Fruen; Sheila Mohan; R "Ray" Wang
Subject: Public Hearing File# 26-14967 Housing Proposal Date: Monday, March 23, 2026 6:58:05 AM
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Addressing: The Cupertino Planning Commission & the Cupertino City Council Planning Commissions Members: Tracy Kosolcharoen - Chair, Steven Scharf, Vice -Chair, David Fung, Seema Lindskog, Santosh Rao and Staff Liaison - Piu Ghosh and City Council Members - Kitty Moore, Mayor, Liang Chao, J.R. Fruen, Sheila Mohan and Ray Wang.

Regarding: Public Hearing File # 26-14967 - Meeting date: Tuesday -3/24/2026 at 6:45 PM.

Public Hearing Subject: Consider a Use Permit, Tentative Map, Architectural and Site Approval, and Site Approval, and Tree Removal Permit for the construction of a 122 -unit residential development, consisting of 66 small-lot single family homes and 56 townhomes located at the Stevens Creek Office Centersite, which includes a multi-tenant retail building (Voyager Coffee and Panera Bread). The Project utilizes Senate Bill 330 and provisions of State Density Bonus law, (Application No(s): U-2024-008, TM-2024-006, ASA-2024-011, TR-2024-003;
Applicant: Kevin Choy, Harvest Properties, Location: 20807, 20813, 20823 & 20883 Stevens Creek Blvd; APN: 326-32-050, 051, 052 and - 053.

From: Cathy Helgerson - Phone No: 408-253-0490 - Address: 20697 Dunbar Drive The Planning Commission and the Cupertino City Council turn down this Use Permit.

Senate Bill 330 and its extensions are performing havoc and widespread destruction on our city and the cities all over California. This bill needs to be brought back into the Senate for review by the Senate and the Legislature.

This project and the requested permit for this project will destroy and demolish the Voyager Coffee Shop, Panera Bread, Stevens Creek Office Center, Daycare Center and more needs to be disapproved and the public's disapproval needs to be seriously considered. Many of these stores, coffee shops and restaurants employ workers that continually lose their jobs to these developments. No considerations are ever considered for what this does to our loyal employees who need these jobs. This total injustice must end. What is replacing these stores, office center and daycare center nothing they are gone forever? Where will these new residents shop and enjoy the camaraderie of their fellow man. Oh and women. We need places to congregate.

The City of Cupertino has continually over decades lost many restaurants, retail stores of all kinds, department stores and there is a long list of what has taken place too long to mention here. One specifically just recently was the Stapes Store that many of us use for office supplies that has closed due to the build that will take place. There truly has been no effort to consider what the closures of these much needed commercial properties mean to the people of Cupertino. How can this continue? We must go long distances to buy our office supplies. The public is not asked to vote for these properties; the city has not considered a voting process of 2461
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mailing to our homes to vote for them or against them. Why has no voting system been implemented so that all citizens of Cupertino's votes can be recognised and so the vote can be counted for and against?
The Housing Crisis Act of 2019 is not to be taken lightly so they think and pass a bill like the Senate Bill 330 without even really working to understand how this really is going to affect our cities and communities. What will the traffic be like and how will the city handle the grid lock on our street and highways? I am gravely disappointed with those who make our laws on all levels but especially with the City Council in Cupertino who should be protecting the public from this Senate Bill. Instead it looks as if no one will oppose this bill. This is terribly wrong. They need to bring this bill back for review and have it voted upon by the public. A lawsuit if necessary should be started. The City of Cupertino and other cities should join together and issue such a suit.

The City of Cupertino is turning into a Mega Highrise Housing Community void of commercial properties that provide a service to the community. This is not what the citizens in Cupertino want. It is important that the public is included in the decision making of our city.

I ask that the City of Cupertino Planning take back their approval of this project and reconsider going forward with its approval to the City Council. Project Locations application No.(s) U-2024-008, TM2024-006, ASA-2024-001, & TR-2024-033. There is and could be the possibility of another site being selected and I propose this to the Planning Commission and to the City of Cupertino's City Council. The Library Field area next to City of Cupertino's City Hall and City Library is open and should be available for such a project and even more the building of a new City Hall and office building should be considered and looked at. It seems that in the past people in our City have opposed such a build but there was never a city vote taken by the people as a whole. The field has been used for a soccer field for kids and just a few people, coaches and parents opposed using the field for the City Hall build and so it sits there. The other citizens in Cupertino were not allowed to vote on this use of the field and I think this is very wrong. Note: The City of Cupertino has not retrofitted its City Hall and office building to fit the earthquake regulations seismic stability must be instigated to protect the public and the workers. This Library Field project, if implemented, would take care of this problem.

I am against this proposed project that will kill and destroy living trees and property. The cost of the demolition of the buildings and the dust and pollution that it would cause is money being wasted. Using the Library Field will be the better way to go. There is no doubt in my mind that this field will someday be used. How could it not be used? It needs to be used for a City Hall and City offices and so much more. The time is and should be now! Why not? Save our commercial and retail properties.

Please do not approve this build permit!
Thanks you,
Cathy Helgeson - 408-253-0490
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From: Witt Turner
To: Tracy Kosolcharoen; Steven Scharf; David Fung; Seema Lindskog; Santosh Rao; City of Cupertino Planning Commission
Cc: Piu Ghosh (she/her); City of Cupertino Planning Dept.

Subject: Formal Letter of Support - Harvest Properties | Housing Action Coalition Date: Monday, March 23, 2026 4:48:26 PM
Attachments: Stevens Creek Cupertino - HAC Letter of Endorsement.pdf CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Dear Members of the Cupertino Planning Commission and Staff, I am writing on behalf of the Housing Action Coalition (HAC) to formally present our letter of support for Harvest Properties' proposed residential redevelopment at 20807-20883 Stevens Creek Boulevard.

HAC is a statewide member-supported organization. We advocate for building more homes at all income levels to alleviate California’s housing crisis which directly impacts Cupertino.

This project transforms aging commercial buildings into 122 much-needed for-sale homes, addressing a critical gap in "missing middle" housing.

All proposed units feature three or four bedrooms, providing essential homeownership opportunities for local families. Furthermore, the development meets Cupertino’s 20% inclusionary requirement by delivering 24 below-market-rate homes onsite.

The project is a logical infill strategy that aligns with the General Plan and utilizes state streamlining and density bonus laws. Beyond providing housing, it includes beneficial community features such as a central linear park and a projected 40% net decrease in trip generation compared to the current office use.

Our formal letter of support is attached. We respectfully urge the Planning Commission to support this project and allow it to move forward through the entitlement process.

Thank you for your consideration.

Sincerely,
Witt Turner
Housing Action Coalition
--
Witt Turner
He/Him/His
Office: (415)-300-0967
Cell: 510-421-9401
Advocacy and Operations Associate | Housing Action Coalition 2463
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555 Montgomery Street, San Francisco, CA 94111
housingactioncoalition.org
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March 23, 2026
Cupertino Planning Commission
Cupertino City Hall
10300 Torre Avenue
Cupertino, CA 95014
Dear Members of the Planning Commission and Staff,
The Housing Action Coalition (HAC) is a member-supported nonprofit that advocates for creating more housing for residents of all income levels to help alleviate California’s housing shortage, displacement, and affordability crisis.

The Housing Action Coalition is pleased to endorse Harvest Properties’ proposed residential redevelopment at 20807–20883 Stevens Creek Boulevard in Cupertino. Following review by the HAC Project Review Committee, we find that the project represents a thoughtful conversion of aging commercial buildings into much-needed for-sale housing, aligned with Cupertino’s General Plan and inclusionary housing requirements.

Land Use. The project will redevelop six one- and two-story commercial structures totaling approximately 117,500 square feet, including roughly 7,000 square feet of retail, into a 100% residential community. The site fronts Stevens Creek Boulevard, a commercial corridor, and Alves Drive, a single-family neighborhood. Transitioning this aging office site into housing is a logical infill strategy that responds to changing market conditions and community needs.

Density. The project proposes 122 for-sale homes, all consisting of three- and four-bedroom units. The net density of approximately 17.84 dwelling units per acre is within the base zoning allowance of 25 dwelling units per acre. Heights are generally around 40 feet from proposed grade, with certain homes requiring waivers due to Cupertino’s measurement methodology. The project utilizes State Density Bonus Law, SB 330 streamlining, and AB 130.

Affordability. The development meets Cupertino’s 20% inclusionary requirement, delivering 24 below-market-rate homes onsite. Of these, 12 units are at the Moderate AMI level (120%) and 12 at the Median AMI level (100%). By providing ownership opportunities for moderate- and median-income households in a city where entry-level homeownership is often out of reach, the project addresses a critical gap in missing middle housing supply.

Transportation and Parking. The project includes 244 covered resident parking spaces (two per unit) plus 27 guest spaces, consistent with State Density Bonus parking standards and below what would otherwise be required under Cupertino Municipal Code. Bicycle parking is provided within each garage, along with additional publicly available racks. A completed traffic study demonstrates a net decrease of approximately 40% in trip generation compared to the existing office use.

Urban Design and Open Space. The project incorporates a network of small paseos and a central linear park designed to foster neighborhood interaction and community life. The internal park includes seating areas, shade structures, lawn areas, and pedestrian pathways. Each unit includes a private deck, and select 2465
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homes include rooftop decks. Memorial Park and William Faria Elementary School are located within a half-mile of the site, further supporting livability for families.

Environmental Features. The project will meet California Building Code and Title 24 sustainability requirements, including rooftop solar installation and EV charging infrastructure. While not pursuing third-party certification, the development complies fully with current state and municipal environmental standards.

Community Engagement. Although not legally required to host outreach meetings, the project team conducted two in-person neighborhood meetings and engaged Planning Commissioners, City Councilmembers, and surrounding residents. In response to feedback, the project team preserved the pear trees along Stevens Creek Boulevard and evaluated retail retention before determining that preserving retail would require significant resubmission and delay.

Overall, this proposal converts underperforming commercial buildings into 122 new for-sale homes—including 24 affordable units—in a city facing severe housing constraints. We support this project and encourage the City of Cupertino to continue advancing it through the entitlement process.

Sincerely,
Corey Smith, Executive Director
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From: Jennifer Griffin
To: City of Cupertino Planning Commission
Cc: [email protected]
Subject: Loss of Retail at Panera/Voyager Coffee SB 330 Site Date: Tuesday, March 24, 2026 9:59:32 AM
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Dear Planning Commission:
(Please consider the following as public comment for Item 2 on the Planning Commission meeting On 3/24/26.)
The SB 330 Project of Voyager Coffee and Panera Bread is going to result in the loss of 110,000 square feet of prime, traditional Cupertino shopping space along Stevens Creek Blvd. The very popular Good Earth Restaurant was located on this site for many years. The loss of retail to the city is unfathomable.

There have now been seven of these SB 330 projects, all along Stevens Creek Blvd. The city is having Prime retail sites wiped out from West to East in the city. If each site contains 100,000 square feet Of retail that means the city is losing over 700,000 square feet of retail in just under one year, all along Stevens Creek Blvd.

The city requires retail to be included in developments along Stevens Creek Blvd., but yet none Of these projects provide retail. SB 330 is a rather lopsided, unwise housing law thrust upon the population Of the state of California without the public being able to weigh in or vote on.

It is obvious now the law has some overwhelming problems and one of them is the destruction of Retail in our city. The law has caused so much loss of retail that it can truly be called the "Retail Crisis" bill.

I think it would be much better if this current project retained its nice active retail of popular Voyager Coffee and the very successful Panera Bread. We love the very nice shopping center on Scott and El Camino in Santa Clara where another Panera Bread is located. This shopping center is very successful and has multiple active restaurants and shopping opportunities. Why can't we have such Nice retail in Cupertino? We have the dining and shopping population.

I think all the SB 330 sites in Cupertino should retain retail. Really, SB 330 is short-changing our city.

We are losing 700,000 square feet of prime retail and current tenants are in danger of being kicked Out or abandoned by the city.

Please make sure Voyager and Panera have homes in our city if their current locations are lost. We really do not want to lose anymore retail. We are becoming a bedroom community for Sunnyvale which has much active retail.

I think we need to have a Study Session on SB 330 and its impacts on Cupertino. What have other cities done about this burgeoning problem?
I am also concerned about the traffic complications of having one active SB 330 at Staples directly across The street (Stevens Creek Blvd.) from this new Voyager/Panera SB 330. Have the traffic patterns been studied? The traffic signal at Saich and Stevens Creek Blvd. is going to get clogged up and impassable.

I really think we need to think carefully about what the multitude of SB 330s are doing to our City and the overall burgeoning pattern of retail loss. Once retail is lost along the Stevens Creek 2467
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Blvd. Corridor of Cupertino, we the shoppers of Cupertino never get it back.

Thank you very much.

Best regards,
Jennifer Griffin
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From: James Lloyd
To: City of Cupertino Planning Commission; Santosh Rao; Tracy Kosolcharoen; David Fung; Seema Lindskog; Steven Scharf
Cc: Piu Ghosh (she/her); City Attorney"s Office; Cupertino City Manager"s Office; City Clerk; City of Cupertino Planning Dept.

Subject: public comment re item 2 for tonight"s Planning Commission meeting Date: Tuesday, March 24, 2026 12:02:27 PM
Attachments: Cupertino - 20807-20883 Stevens Creek Blvd - HAA Letter.pdf CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Dear Cupertino Planning Commission,
The California Housing Defense Fund (“CalHDF”) submits the attached public comment re item 2 for tonight's Planning Commission meeting, the proposed 122-unit housing development project at 20807, 20813, 20823 & 20883 Stevens Creek Blvd, which includes 24 median- and moderate-income units.

Sincerely,
James M. Lloyd
Director of Planning and Investigations
California Housing Defense Fund
[email protected]
CalHDF is grant & donation funded
Donate today - https://calhdf.org/donate/
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Mar 24, 2026
City of Cupertino
10300 Torre Avenue
Cupertino, CA 95014
Re: Proposed Housing Development Project at 20807, 20813, 20823 & 20883 Stevens Creek Blvd
By email: [email protected]; [email protected]; [email protected]; [email protected]; [email protected]; [email protected];
CC: [email protected]; [email protected]; [email protected]; [email protected]; [email protected];
Dear Cupertino Planning Commission,
The California Housing Defense Fund (“CalHDF”) submits this letter to remind the City of its obligation to abide by all relevant state laws when evaluating the proposed 122-unit housing development project at 20807, 20813, 20823 & 20883 Stevens Creek Blvd, which includes 24 median- and moderate-income units. These laws include the Housing Accountability Act (“HAA”), the Density Bonus Law (“DBL”), Housing Element Law, and AB 130.

The HAA provides the project legal protections. It requires approval of zoning and general plan compliant housing development projects unless findings can be made regarding specific, objective, written health and safety hazards. (Gov. Code, § 65589.5, subd. (j).) The HAA also bars cities from imposing conditions on the approval of such projects that would reduce the project’s density unless, again, such written findings are made. (Ibid.) As a development with at least two-thirds of its area devoted to residential uses, the project falls within the HAA’s ambit, and it complies with local zoning code and the City’s general plan.

Increased density, concessions, and waivers that a project is entitled to under the DBL (Gov.

Code, § 65915) do not render the project noncompliant with the zoning code or general plan, for purposes of the HAA (Gov. Code, § 65589.5, subd. (j)(3)). The HAA’s protections therefore apply, and the City may not reject the project except based on health and safety standards, as outlined above. Furthermore, if the City rejects the project or impairs its feasibility, it must conduct “a thorough analysis of the economic, social, and environmental effects of the action.” (Id. at subd. (b).)
2201 Broadway, PH1, Oakland, CA 94612
www.calhdf.org
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Of note, the City has planned for housing development on the site by including it in its current Housing Element site inventory. Specifically, the City has planned for 51 units on the site including 21 lower-income units.

CalHDF also writes to emphasize that the DBL offers the proposed development certain protections. The City must respect these protections. In addition to granting the increase in residential units allowed by the DBL, the City must not deny the project the proposed waivers and concessions with respect to height, front setbacks, side setbacks, rear setbacks, building forms, roof plans, lot coverage, number of stories, minimum lot width, landscape easement, parking space size, tandem parking, parking setback, and affordable unit size. If the City wishes to deny requested waivers, Government Code section 65915, subdivision (e)(1) requires findings that the waivers would have a specific, adverse impact upon health or safety, and for which there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact. If the City wishes to deny requested concessions, Government Code section 65915, subdivision (d)(1) requires findings that the concessions would not result in identifiable and actual cost reductions, that the concessions would have a specific, adverse impact on public health or safety, or that the concessions are contrary to state or federal law.

The City, if it makes any such findings, bears the burden of proof. (Gov. Code, § 65915, subd. (d)(4).) Of note, the DBL specifically allows for a reduction in required accessory parking in addition to the allowable waivers and concessions. (Id. at subd. (p).) Additionally, the California Court of Appeal has ruled that when an applicant has requested one or more waivers and/or concessions pursuant to the DBL, the City “may not apply any development standard that would physically preclude construction of that project as designed, even if the building includes ‘amenities’ beyond the bare minimum of building components.” (Bankers Hill 150 v. City of San Diego (2022) 74 Cal.App.5th 755, 775.) Finally, the project is exempt from state environmental review pursuant to AB 130 (Pub. Res.

Code, § 21080.66). Caselaw from the California Court of Appeal affirms that local governments err, and may be sued, when they improperly refuse to grant a project a CEQA exemption or streamlined CEQA review to which it is entitled. (Hilltop Group, Inc. v. County of San Diego (2024) 99 Cal.App.5th 890, 911.)
As you are well aware, California remains in the throes of a statewide crisis-level housing shortage. New housing such as this is a public benefit: it will increase the city’s tax base; it will bring new customers to local businesses; and it will reduce displacement of existing residents by reducing competition for existing housing. It will also help cut down on transportation-related greenhouse gas emissions by providing housing in denser, more urban areas, as opposed to farther-flung regions in the state (and out of state). While no one project will solve the statewide housing crisis, the proposed development is a step in the right direction. CalHDF urges the City to approve it, consistent with its obligations under state law.
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CalHDF is a 501(c)(3) non-profit corporation whose mission includes advocating for increased access to housing for Californians at all income levels, including low-income households. You may learn more about CalHDF at www.calhdf.org.

Sincerely,
Dylan Casey
CalHDF Executive Director
James M. Lloyd
CalHDF Director of Planning and Investigations
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From: Patrick Bumb
To: City of Cupertino Planning Commission
Cc: Blair Volckmann; Kevin Choy
Subject: 3.24.26 Planning Commission Hearing – 20807–20883 Stevens Creek Blvd.

Date: Tuesday, March 24, 2026 2:40:33 PM
Attachments: Letter to Planning Commission_3.24.26.pdf
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

To Whom It May Concern,
Please find the attached letter regarding the proposed 122-unit residential development at 20807– 20883 Stevens Creek Boulevard in Cupertino. This letter is intended for discussion in connection with tonight’s Planning Commission hearing.

Sincerely,
Patrick Bumb
Vice President
Borelli Investment Company
2051 Junction Avenue, Suite 100
San Jose, CA 95131
Cell: (408) 499-9815
DRE# 01913911
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From: Shelby Maples
To: City Clerk
Subject: Fw: Public Comment on Item 2: Stevens Creek Office Center Development Project Date: Tuesday, March 24, 2026 3:24:24 PM
om: David Susman <[email protected]>
Date: March 24, 2026 at 3:18:39 PM PDT
To: "City of Cupertino Planning Dept." <[email protected]> Cc: Tracy Kosolcharoen <[email protected]>, Steven Scharf <[email protected]>, David Fung <[email protected]>, Seema Lindskog <[email protected]>, Santosh Rao <[email protected]>, "Piu Ghosh (she/her)" <[email protected]>
Subject: Public Comment on Item 2: Stevens Creek Office Center Development Project
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Dear Chair Kosolcharoen, Vice-Chair Scharf, and the rest of the Cupertino Planning Commission:

I am writing to express my opposition to the proposed development at 20807- 20883 Stevens Creek Boulevard. This project destroys essential community spaces, damages a vibrant small business, and leaves seniors and young people in Cupertino with hardly anywhere left to go.

Back in 2021-2022, the owners of Voyager Craft Coffee poured their time, energy, money, creativity, heart, and belief into a total renovation of the former Peet's Coffee space. What resulted was a fabulously successful small business where lines for coffee famously stretch out the door and sometimes around the building on weekends. The owners of Voyager thoughtfully created a huge outdoor patio for people to enjoy and connect -- and, in doing so, helped provide a vital third space for people in Cupertino to share a sense of community.

This proposed development project would wipe out Voyager's investment, do great harm to their small business -- a true South Bay success story that started with a single coffee cart -- and leave Cupertino without one of its signature spaces for people to come together. Voyager is exactly the kind of business Cupertino needs, and should be trying to attract, support, and sustain. This is not the type of business we want to eliminate!
While I am merely a customer of Voyager, I am not even certain that Voyager was ever contacted by anyone at the city about this project. They should be right in the middle of this discussion, not excluded from it while their livelihood -- and the place they've poured themselves into -- sits in danger of closing.

This isn't just about Voyager or Panera. It's about the seniors, students, and young people of Cupertino. Where else do groups of seniors have to meet for coffee in 2477
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the morning? Where do high school and De Anza students meet to study or work on group projects? Just do a quick search for meetups in Cupertino -- political activism groups, interest groups (whether it be knitting, startups, or book clubs), etc. all congregate at this location, especially at Panera. Not only is retail in Cupertino dying, but vital "third spaces" that support community are dying as well. This development project eliminates vital community space for people who can't easily invite others into their homes. In addition, it eliminates the natural connections and community that emerge when people come together in a central gathering place.

In this time where the prices of everything are skyrocketing, where housing is generally unaffordable to young people and seniors, where the future of Cupertino looks like a nearly silent wall of townhomes and a few scattered offices -- it's more important than ever to protect and provide spaces to gather, connect, and meet. I urge the Planning Commission and City Council not to participate in destroying one the few places remaining where true community has the ability to take root.

Thank you for taking the time to hear my thoughts.

David Susman
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Outlook
FW: 3.24.26 Planning Commission Hearing – 20807–20883 Stevens Creek Blvd.

From Piu Ghosh (she/her) <[email protected]>
Date Wed 3/25/2026 2:20 PM
To Shelby Maples <[email protected]>
Cc Eva Momoki <[email protected]>
2 attachments (1 MB)
Easement Agreement.pdf; Letter to Planning Commission_3.24.26 (1).pdf; Late comment
Piu Ghosh (she/her)
Planning Manager
Community Development
[email protected]
(408) 777-3277
From: Patrick Bumb <[email protected]>
Sent: Tuesday, March 24, 2026 5:53 PM
To: City of Cupertino Planning Commission <[email protected]> Cc: C. Jang <[email protected]>; Crystal Jang <[email protected]>; Patrick Bumb <[email protected]> Subject: 3.24.26 Planning Commission Hearing – 20807–20883 Stevens Creek Blvd.

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe.

Dear Planning Commission,
On behalf of our client, Saich Way LLC, we respectfully request that the Commission continue the hearing scheduled for this evening to a future date. This will allow the parties additional time to coordinate and address outstanding issues in a thoughtful and productive manner.

Our client was made aware of the proposed development within the past 48 hours and has not had sufficient time to fully evaluate the potential impacts. Given the shared infrastructure and interrelated considerations between the properties, additional time is warranted to ensure a well-coordinated outcome.

Additionally, the existing Reciprocal Easement Agreement (attached) reflects extensive coordination between the parties and the City, particularly with respect to traffic circulation and shared site improvements. The requirement for City Manager approval under Section 23 further underscores that these matters extend beyond a private agreement and are integral to the City’s original project approvals. Accordingly, we respectfully request that the 2479
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considerations outlined in the attached "Letter to Planning Commission_3.24.26" be carefully evaluated and incorporated into any project conditions of approval.

Sincerely,
Patrick Bumb
Vice President
Borelli Investment Company
2051 Junction Avenue, Suite 100
San Jose, CA 95131
Office: (408) 560-1519
DRE# 01913911
From: Patrick Bumb <[email protected]>
Sent: Tuesday, March 24, 2026 2:39 PM
To: [email protected] <[email protected]> Cc: Blair Volckmann <[email protected]>; Kevin Choy <[email protected]> Subject: 3.24.26 Planning Commission Hearing – 20807–20883 Stevens Creek Blvd.

To Whom It May Concern,
Please find the attached letter regarding the proposed 122-unit residential development at 20807–20883 Stevens Creek Boulevard in Cupertino. This letter is intended for discussion in connection with tonight’s Planning Commission hearing.

Sincerely,
Patrick Bumb
Vice President
Borelli Investment Company
2051 Junction Avenue, Suite 100
San Jose, CA 95131
Cell: (408) 499-9815
DRE# 01913911
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ALVES DRIVE
1 2 3 4 5 6 7
8 9 10 11
17 16 15 14 13 12
18 19 20 21 22 23 24 25 26 27
38 37 36 35 34 33 32 31 30 29 28 A STREET

F STREET

H STREET G STREET

I STREET

J STREET

PARCEL S

PARCEL Q

PARCEL T

PARCEL R PARCEL O

PARCEL U

PARCEL W

PARCEL Y

PARCEL CC

PARCEL AA

PARCEL V

PARCEL DD

PARCEL X

PARCEL Z

PARCEL BB

PROJECT

FRONTAGE
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL

LEGEND ABBREVIATIONS
NOTES: PRODUCT SUMMARY
TYPICAL CROSS-SLOPED 26' STREET TYPICAL CROWNED 26' STREET TYPICAL CROWNED 26' STREET WITH PARKING

ALVES DRIVE
C10

SITE PLAN
0 10 20 40
SEE SHEET C11
Scale: 1" = 20'
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*
*
39 40 41 42 43 44 45
46 47 48 49
60 59 58 57 56 55 54 53 52 51 50
TH-1 61 62 63 64 65 66
TH-2
TH-3

B STREET C STREET

D STREET

PARCEL N PARCEL P

PARCEL DD

PARCEL EE

PARCEL FF

PARCEL L PARCEL M PARCEL H

PARCEL E

PARCEL F

PARCEL G

PARCEL O A STREET
X

X X X X X X
X

X X X X X X
X

X X X X X X
X PLAN 1 PLAN 2 PLAN 1
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL

PRODUCT SUMMARY
TYPICAL CROSS-SLOPED 26' STREET TYPICAL CROWNED 26' STREET TYPICAL CROWNED 26' STREET WITH PARKING C11

SITE PLAN
0 10 20 40

TYPICAL LOT DIMENSIONS - SINGLE FAMILY
SEE SHEET C11
SEE SHEET C10

LEGEND ABBREVIATIONS
*
Scale: 1" = 20'
NOTES:
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*
*
* *
*

STEVENS CREEK BOULEVARD
TH-2 TH-3
TH-5
TH-7 E STREETK STREET L STREET
TH-6

PARCEL A

PARCEL B PARCEL I PARCEL H

PARCEL J PARCEL K

PARCEL C

PARCEL E

PARCEL D
TH-4

PARCEL F

PROJECT

FRONTAGE
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
TYPICAL CROWNED 26' STREET WITH PARKING TYPICAL CROSS-SLOPED 26' STREET TYPICAL CROWNED 26' STREET C12

SITE PLAN
0 10 20 40
SEE SHEET C11

STEVENS CREEK BOULEVARD

PRODUCT SUMMARY
LEGEND

ABBREVIATIONS
*
Scale: 1" = 20'
NOTES:
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GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL DEVELOPER / APPLICANT 180 Grand Ave, Ste. 1400 Oakland, CA 94612 510-947-1760 HarvestProperties.com ARCHITECTURE + PLANNING The Leamington Building 1814 Franklin St., Suite 400 Oakland, CA 94612 510-272-2910 ktgy.com LANDSCAPE 1655 N. Main Street Ste. 365 Walnut Creek, CA 94596 925-736-8176 dgates.com CIVIL ENGINEER 2633 Camino Ramon, Ste. 350 San Ramon, CA 94583 510-789-8959 cbandg.com Project Team 20807-20883 STEVENS CREEK BLVD CUPERTINO, CA A0.01 COVER SHEET-PROJECT TEAM AND INTRO PROJECT TEAM AND INTRO JOINT TRENCH 1460 Maria Lane, #420 Walnut Creek, CA 94596 925-269-4575 radiusjt.com 2484
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GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL

TOWNHOUSES
A2.00

COVER PAGE - TOWNHOUSES
SITE KEY (N.T.S.)
Alves Dr
1 Quasi-Public/
Institutional
Northwest
YMCA
R4
Residential
High/Very
High
Density

P(CG,RES)

P(CG,RES)

P(CG,RES)
Stevens Creek Blvd
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GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL SINGLE FAMILY A3.00 COVER PAGE - SINGLE FAMILY SITE KEY (N.T.S.) Alves Dr Stevens Creek Blvd 1 Quasi-Public/ Institutional Northwest YMCA R4 Residential High/Very High Density P(CG,RES) P(CG,RES) P(CG,RES) 1 2486
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A3.01 PLAN 1 PERSPECTIVE VIEWS SHEET INFORMATION GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL STYLE 'A' - SPANISH STYLE 'B' - MODERN FRENCH STYLE 'C' - CRAFTSMAN 2487
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A3.02 GENERAL PLANNING APPLICATION PLAN 2 PERSPECTIVE VIEWS SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL STYLE 'A' - SPANISH STYLE 'B' - MODERN FRENCH STYLE 'C' - CRAFTSMAN 2488
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GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL DEVELOPER / APPLICANT 180 Grand Ave, Ste. 1400 Oakland, CA 94612 510-947-1760 HarvestProperties.com ARCHITECTURE + PLANNING The Leamington Building 1814 Franklin St., Suite 400 Oakland, CA 94612 510-272-2910 ktgy.com LANDSCAPE 1655 N. Main Street Ste. 365 Walnut Creek, CA 94596 925-736-8176 dgates.com CIVIL ENGINEER 2633 Camino Ramon, Ste. 350 San Ramon, CA 94583 510-789-8959 cbandg.com Project Team 20807-20883 STEVENS CREEK BLVD CUPERTINO, CA A0.01 COVER SHEET-PROJECT TEAM AND INTRO PROJECT TEAM AND INTRO JOINT TRENCH 1460 Maria Lane, #420 Walnut Creek, CA 94596 925-269-4575 radiusjt.com 2489
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+ GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A0.02 COVER SHEET 2-AREAS AND PARKING AREAS AND PARKING 4 44 4 4 2490
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GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A0.03 COVER SHEET 3-HEIGHT AND LOT COVERAGE HEIGHT & LOT COVERAGE 2491
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GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
SAN MATEO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A0.03A AMMR APPROVAL AMMR APPLICATION APPROVAL FIRE PREVENTION PLAN REVIEW COMMENTS 4 2492
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GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL SHEET INDEX: A0.01 COVER SHEET - PROJECT TEAM AND INTRO A0.02 COVER SHEET 2 - AREAS AND PARKING A0.03 COVER SHEET 3 - HEIGHT AND LOT COVERAGE A0.03A COVER SHEET 4 - AMMR APPROVAL A0.04 SHEET INDEX A0.05 CODE ANALYSIS A0.06 ZONING EXHIBIT A0.07 COMPLIANT PLAN EXHIBIT A A0.08 COMPLIANT PLAN EXHIBIT B A0.09 COMPLIANT PLAN EXHIBIT C A0.10 COMPLIANT PLAN EXHIBIT D A0.11 COMPLIANT PLAN EXHIBIT E A0.12 COMPLIANT PLAN EXHIBIT F A0.13 COMPLIANT PLAN EXHIBIT G A0.14 COMPLIANT PLAN EXHIBIT H A0.15 COMPLIANT PLAN EXHIBIT I A0.16 COMPLIANT PLAN EXHIBIT J A0.17 COMPLIANT PLAN EXHIBIT K A0.18 COMPLIANT PLAN EXHIBIT L A0.19 COMPLIANT PLAN EXHIBIT M A0.20 COMPLIANT PLAN EXHIBIT N A0.20A COMPLIANT PLAN EXHIBIT O A0.21 STATE DENSITY BONUS LETTER A0.22 ARCHITECTURAL SITE EXHIBIT A0.23 FLOOR AREA EXHIBIT A0.24 PRIVATE OPEN SPACE EXHIBIT A0.25 HOC COMPLIANCE TH EXHIBIT A0.26 HOC COMPLIANCE SFD EXHIBIT A0.27 ARCHITECTURAL STYLE PLOTTING A0.28 EXISTING SITE IMAGERY A0.29 CONTEXT IMAGERY A0.30 FIRE ACCESS EXHIBIT A0.31 EGRESS WINDOW LADDER ACCESS EXHIBIT NEIGHBORHOOD 1 - TOWNHOUSES A2.00 COVER PAGE - TOWNHOUSES A2.01 8PLEX A RTD FRONT - LEFT ELEVATIONS A2.02 8PLEX A RTD BACK - RIGHT ELEVATIONS A2.03 8PLEX A RTD BIRD-SAFE EXHIBIT A2.04 8PLEX B RTD FRONT - LEFT ELEVATIONS A2.05 8PLEX B RTD BACK - RIGHT ELEVATIONS A2.06 8PLEX B RTD BIRD-SAFE EXHIBIT A2.07 8PLEX BUILDING PLANS A2.08 8PLEX BUILDING PLANS A2.09 8PLEX BUILDING PLANS REVERSE A2.10 8PLEX BUILDING PLANS REVERSE A2.11 8PLEX ROOF PLANS A2.12 8PLEX LONG SECTION A2.13 8PLEX REVERSE LONG SECTION A2.14 8PLEX UNIT 1-2 CROSS SECTIONS A2.15 8PLEX UNIT 3-4 CROSS SECTIONS A2.16 UNIT PLANS 1 AND 3 A2.17 UNIT PLANS 2 AND 4 A2.18 UNIT PLAN 4 A2.19 ARCHITECTURAL DETAILS - A STYLE A2.20 ARCHITECTURAL DETAILS - A STYLE A2.21 ARCHITECTURAL DETAILS - B STYLE A2.22 TH - STYLE A COLOR - MATERIAL SCHEMES A2.23 TH - STYLE B COLOR - MATERIAL SCHEMES LANDSCAPE: L1.0 LANDSCAPE CONCEPT L1.1 LANDSCAPE CONCEPT L2.0 WALL AND FENCING PLAN L2.1 WALL AND FENCING PLAN L3.0 PEDESTRIAN CIRCULATION PLAN L3.1 PEDESTRIAN CIRCULATION PLAN L4.0 LIGHTING PLAN L4.1 LIGHTING PLAN L4.2 PHOTOMETRIC PLAN L4.3 PHOTOMETRIC PLAN L4.4 PHOTOMETRIC PLAN L5.0 TREE DISPOSITION PLAN L5.1 TREE DISPOSITION PLAN L5.2 TREE PROTECTION PLAN L5.3 TREE PLAN L5.4 TREE PLAN L5.5 TREE PROTECTION PLAN L5.6 TREE PROTECTION PLAN L6.0 STEVENS CREEK BLVD ENLARGEMENT AND SECTION L6.1 ALVES DRIVE ENLARGEMENT AND SECTION L6.2 COMMON OPEN SPACE ENLARGEMENT L6.3 TOWNHOME PASEO ENLARGEMENT L6.4 SINGLE FAMILY HOMES PASEO ENLARGEMENT L7.0 MATERIALS AND SITE FURNITURE L8.0 PLANT PALETTE L8.1 PLANT PALETTE L8.2 PLANT PALETTE AND LIST L9.0 HYDROZONE AND COMMON SPACE PLANS & CALCULATIONS L9.1 HYDROZONE AND COMMON SPACE PLANS & CALCULATIONS L10.0 CONCEPTUAL PLANTING PLAN L10.1 CONCEPTUAL PLANTING PLAN CIVIL: C1 VESTING TENTATIVE MAP FOR CONDOMINIUM PURPOSES C2 VESTING TENTATIVE MAP FOR CONDOMINIUM PURPOSES C3 EXISTING BOUNDARY C4 EXISTING TREE INVENTORY PLAN C5 EXISTING TREE INVENTORY PLAN C6 EXISTING TREE INVENTORY PLAN C7 EXISTING CONDITIONS & DEMOLITION PLAN C8 EXISTING CONDITIONS & DEMOLITION PLAN C9 EXISTING CONDITIONS & DEMOLITION PLAN C10 SITE PLAN C11 SITE PLAN C12 SITE PLAN C13 UTILITY PLAN C14 UTILITY PLAN C15 UTILITY PLAN C16 GRADING PLAN C17 GRADING PLAN C18 GRADING PLAN C19 STORM WATER CONTROL PLAN C20 STORM WATER CONTROL PLAN C21 STORM WATER CONTROL PLAN C22 STORM WATER CONTROL PLAN DETAILS C23 FIRE PLAN C24 TRASH PLAN C25 SIGNING & STRIPING C26 SIGNING & STRIPING A0.04 SHEET INDEX NEIGHBORHOOD 2 - SINGLE FAMILY DETACHED A3.00 COVER PAGE - SINGLE FAMILY A3.01 PLAN 1 PERSPECTIVE VIEWS A3.02 PLAN 2 PERSPECTIVE VIEWS A3.03 PLAN 1 A ELEVATIONS A3.04 PLAN 1 B ELEVATIONS A3.05 PLAN 1 C ELEVATIONS A3.06 PLAN 1 A BIRD-SAFE EXHIBIT A3.07 PLAN 1 B BIRD-SAFE EXHIBIT A3.08 PLAN 1 C BIRD-SAFE EXHIBIT A3.09 PLAN 1 FLOOR PLAN A3.10 PLAN 1 ROOF PLANS A3.11 PLAN 1 SECTIONS A3.12 PLAN 2 A ELEVATIONS A3.13 PLAN 2 B ELEVATIONS A3.14 PLAN 2 C ELEVATIONS A3.15 PLAN 2 A BIRD-SAFE EXHIBIT A3.16 PLAN 2 B BIRD-SAFE EXHIBIT A3.17 PLAN 2 C BIRD-SAFE EXHIBIT A3.18 PLAN 2 1ST - 2ND FLOOR PLAN A3.19 PLAN 2 3RD - ROOF DECK FLOOR PLAN A3.20 PLAN 2 RTD ROOF PLANS A3.20A PLAN 2 RTD ROOF PLANS A3.21 PLAN 2 RTD SECTIONS A3.22 ARCHITECTURAL DETAILS - A STYLE A3.23 ARCHITECTURAL DETAILS - A STYLE A3.24 ARCHITECTURAL DETAILS - A STYLE A3.25 ARCHITECTURAL DETAILS - B STYLE A3.26 ARCHITECTURAL DETAILS - B STYLE A3.27 ARCHITECTURAL DETAILS - B STYLE A3.28 ARCHITECTURAL DETAILS - C STYLE A3.29 ARCHITECTURAL DETAILS - C STYLE A3.30 ARCHITECTURAL DETAILS - C STYLE JOINT TRENCH & PHOTOMETRICS: JT-1 JOINT TRENCH TITLE SHEET JT-2 OVERALL JT-3 JOINT TRENCH INTENT JT-4 JOINT TRENCH INTENT SL-1 ELECTROLIER TITLE SHEET SL-2 ELECTROLIER OVERALL SL-3 ELECTROLIER PLAN SL-4 ELECTROLIER PLAN ARCHITECTURE: A1.00 CONTEXTUAL PLAN A1.01 CONTEXTUAL SECTIONS A1.02 CONTEXTUAL SECTIONS - 2 A1.03 CONTEXTUAL ELEVATION 1 A1.04 CONTEXTUAL ELEVATION 2 A1.05 CONTEXTUAL ELEVATION 2R A1.06 CONTEXTUAL ELEVATION 3 A1.07 CONTEXTUAL ELEVATION 3R A1.08 CONTEXTUAL ELEVATION 4 A1.09 CONTEXTUAL ELEVATION 4R A1.10 CONTEXTUAL ELEVATION 5 A1.11 CONTEXTUAL ELEVATION 5R A1.12 CONTEXTUAL ELEVATION 6 A1.13 CONTEXTUAL ELEVATION 6R A1.14 CONTEXTUAL ELEVATION 7 A1.15 CONTEXTUAL ELEVATION 7R A1.16 CONTEXTUAL ELEVATION 8 A1.17 CONTEXTUAL ELEVATION 8R A1.18 CONTEXTUAL ELEVATION 9 A1.19 CONTEXTUAL ELEVATION 9R A1.20 CONTEXTUAL ELEVATION 10 A1.21 CONTEXTUAL ELEVATION 10R A1.22 CONTEXTUAL ELEVATION 11 A1.23 CONTEXTUAL ELEVATION 12 (A-B) A1.24 CONTEXTUAL ELEVATION 12 (C-D) A1.25 CONTEXTUAL ELEVATION 13 (A-B) A1.26 CONTEXTUAL ELEVATION 13 (C-D) A1.27 CONTEXTUAL ELEVATION 14 (A-B) A1.28 CONTEXTUAL ELEVATION 14 (C-D) A1.29 CONTEXTUAL ELEVATION 15 (A-B) A1.30 CONTEXTUAL ELEVATION 15 (C-D) A1.31 CONTEXTUAL ROOF PLANS WITH LOT COVERAGE TABLE A1.32 CONTEXTUAL ROOF PLANS 1 A1.33 CONTEXTUAL ROOF PLANS 2 A1.34 CONTEXTUAL ROOF PLANS 3 A1.35 CONTEXTUAL ROOF PLANS 4 A1.36 CONTEXTUAL ROOF PLANS 5 A1.37 CONTEXTUAL ROOF PLANS 6 A1.38 CONTEXTUAL ROOF PLANS 7 A1.39 CONTEXTUAL ROOF PLANS 8 A1.40 CONTEXTUAL ROOF PLANS 9 A1.41 CONTEXTUAL ROOF PLANS 10 NEIGHBORHOOD 2 - SINGLE FAMILY DETACHED CONTINUED A3.31 ARCHITECTURAL DETAILS - C STYLE A3.32 SFD - STYLE A COLOR - MATERIAL SCHEMES A3.33 SFD - STYLE B COLOR - MATERIAL SCHEMES A3.34 SFD - STYLE C COLOR - MATERIAL SCHEMES A4.00 COVER PAGE - CENTRAL OPEN SPACE 4 4
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MAXIMUM AREA OF EXTERIOR WALL OPENINGS: (CRC TABLE R 302.1(2)) FIRE SEPARATION DISTANCE > 3' SHALL BE ZERO (0) (NON-RATED) FIRE SEPARATION DISTANCE < 3' SHALL BE ONE (1) - (1 HOUR) FIRE SEPARATION DISTANCE > 3' SHALL BE UNLIMITED (UNRATED) FIRE SEPARATION DISTANCE < 3' SHALL NOT BE ALLOWED TOWNHOUSE CONDOMINIUMS: A SINGLE FAMILY DWELLING UNIT CONSTRUCTED IN A GROUP OF THREE OR MORE ATTACHED UNITS IN WHICH EACH UNIT EXTENDS FROM FOUNDATION TO ROOF AND WITH A YARD OR PUBLIC WAY ON AT LEAST TWO SIDES. DEFINITIONS: [ PER CRC R202 ] TOWNHOUSE CONDOMINIUMS U (PRIVATE GARAGES) TYPE V-B NFPA 13-D 40 FEET 3 STORIES + OCCUPIED ROOF DECK OCCUPANCY GROUP: (CRC R 1.1.3.1) EXTERIOR WALL RATING: (CRC TABLE R 302.1(2)) ACCESSIBILITY: (PER CRC R320.1) DWELLING UNITS IN A BUILDING CONSISTING OF FOUR OR MORE CONDOMINIUM UNITS SHALL MEET THE REQUIREMENTS OF CALIFORNIA BUILDING CODE CHAPTER 11A - MULTISTORY DWELLINGS. REFER TO SITE PLAN FOR MORE INFORMATION AND LOCATION OF ACCESSIBLE UNITS. MULTI-DWELLING BUILDINGS WITH LESS THAN 4 UNITS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS. 10% OF THE REMAINING UNITS THAT ARE NOT EXEMPT MUST BE MADE ACCESSIBLE BASED ON CBC SECTION 1102.3.1 (SEE SITE PLAN, SHEET A1.10). ELECTRIC METERS LOCATED IN COMMON HOA MAINTAINED CLOSETS AT THE END OF EACH BUILDING ARE RUN THROUGH THE BUILDING LATERALLY IN A NON-RATED SOFFIT RACEWAY LOCATED IN THE GARAGES. ACCESS EASEMENTS EXIST FOR USE AND MAINTENANCE OF THE UTILITY RACEWAY. THROUGH PENETRATIONS OF THE 1-HOUR RATED COMMON WALL SEPARATING UNITS BY ELECTRICAL AND PLUMBING LINES SHALL BE PROTECTED IN ACCORDANCE WITH CRC R 302.4.1 & CRC R 302.4.1.2 BY PROVIDING A THROUGH PENETRATION FIRESTOP SYSTEM. UTILITIES / THROUGH PENETRATIONS (CRC R302.4.1) TYPE OF CONSTRUCTION: V-B OCCUPANCY GROUP: R-3 GARAGE: U FIRE SPRINKLERS: NFPA 13-D AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13-D IN ONE- AND TWO- FAMILY DWELLINGS. THIS PROJECT SHALL COMPLY WITH ALL OTHER REGULATIONS AND ORDINANCES ADOPTED BY THE LOCAL GOVERNING AGENCIES. ALLOWABLE HEIGHT: ALLOWABLE STORIES: (CRC 1.13) TOWNHOUSE UNIT SEPARATION (CRC R 302.2.2) FIRE SPRINKLERS: (CRC R 313) ALLOWABLE FLOOR AREA 2022 CALIFORNIA BUILDING CODE (CBC) PART 2, VOLUMES 1 AND 2, TITLE 24 [BASED ON 2018 INTERNATIONAL BUILDING CODE] CITY OF CUPERTINO MUNICIPAL CODE 2022 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24 [BASED ON 2017 NATIONAL ELECTRICAL CODE] 2022 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 [BASED ON 2018 UNIFORM MECHANICAL CODE] 2022 CALIFORNIA PLUMBING CODE (CPC) PART 5, TITLE 24 [BASED ON 2018 UNIFORM PLUMBING CODE] 2022 CALIFORNIA ENERGY CODE PART 6, TITLE 24 2022 CALIFORNIA FIRE CODE (CFC) PART 9, TITLE 24 [BASED ON 2018 INTERNATIONAL FIRE CODE] 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN) PART 11 APPLICABLE CODES: 2022 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24 TOWNHOUSE: R3 - TOWNHOUSE CONDOMINIUMS 2022 CALIFORNIA RESIDENTIAL CODE (CRC) CITY OF CUPERTINO MUNICIPAL CODE 2022 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24 [BASED ON 2017 NATIONAL ELECTRICAL CODE] 2022 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 [BASED ON 2018 UNIFORM MECHANICAL CODE] 2022 CALIFORNIA PLUMBING CODE (CPC) PART 5, TITLE 24 [BASED ON 2018 UNIFORM PLUMBING CODE] 2022 CALIFORNIA ENERGY CODE PART 6, TITLE 24 2022 CALIFORNIA FIRE CODE (CFC) PART 9, TITLE 24 [BASED ON 2018 INTERNATIONAL FIRE CODE] 2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN) PART 11 APPLICABLE CODES: 2022 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24 SINGLE FAMILY DETACHED R3 CONSTRUCTION TYPE 2022 CALIFORNIA RESIDENTIAL CODE (CRC) GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL GREEN BUILDING FEATURES Smart Development Urban infill site, reducing sprawl Reducing transportation related greenhouse gas emissions Reducing car dependency (locating housing in proximity to shopping and services so they can be accessed by walking or biking) Housing located within ¼ mile of 4 or more bus lines to facilitate transit use Housing located adjacent to bike lanes on Stevens Creek Blvd. to facilitate biking Housing located in proximity to major jobs centers to reduce commuting distances and improve access to alternative transportation methods Net Zero Electric Heat pump for heating/AC Heat pump water heater Energy Efficiency All electric homes meet or exceed Title 24 High-Efficacy Lighting On site solar renewable generation (installation of PV panels) Prewire with separate branch circuit for EV charging station in all garages to comply with CEC Article 625. Garages pre-wired for Battery Energy Storage System (ESS) Ready Reducing carbon emissions (all electric) Improved indoor air quality (no gas appliances) Debris Recovery Plan – construction debris to be diverted from landfill Durable and Non-combustible cladding materials (stucco and fiber cement siding) Water efficient bathroom fixtures (showerheads, faucets, toilets) Bird safe glazing Water efficiency - though complete irrigation plans are not included as part of this process, and will be submitted prior to Building Permit issuance, the intent of the landscape and irrigation design is to minimize water usage through drought tolerant, climate adapted plants - trees, shrubs, and groundcovers. The irrigation system will be designed to be state of the art, with soil and weather sensors as well as utilize low flow nozzles. Spray is only planned for the active lawn area in the central area. All other plants will be irrigated with drip or bubblers. On-Site Stormwater Management -- Silva Cells providing at-source, underground, stormwater management treating runoff with the ability to grow large trees. Bay Area Air Quality Management District Planning Healthy Places Guidebook During the Permitting phase the project shall implement, and include in applicable construction documents, the following best practices as applicable: i. Install air filters rated at MERV 13 or higher ii. Locate operable windows, balconies, and building air intakes as far away from any emission source as is feasible iii. Incorporate solid barriers or dense rows of trees in a minimum planter width of 5 feet per row of trees between the residential and/or sensitive land use, and the emissions source into the site design iv. Do not locate residential and/or sensitive land use on the ground floor units of a building near non-elevated sources (e.g. ground level heavily traveled roadways and freeway(s) A0.05 CODE ANALYSIS THE CRC DOES NOT PUT AREA LIMITATIONS ON TOWNHOUSE CONDOMINIUMS PER CRC R302.2 EACH TOWNHOUSE CONDOMINIUM SHALL BE SEPARATED BY A COMMON WALL CONSTRUCTED WITHOUT PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS RUNNING VERTICALLY IN THE COMMON WALL CAVITY. PER CRC R 302.2 ITEM 7 THE COMMON WALL SHALL BE NOT LESS THAN 1-HOUR FIRE RATED. THAT PORTION OF A BUILDING INCLUDED BETWEEN THE UPPER SURFACE OF A FLOOR OR ROOF NEXT ABOVE. "STORY" DEFINITION (CBC AND CRC) A ROOF LEVEL OR PORTION THEREOF SHALL BE PERMITTED TO BE USED AS AN OCCUPIED ROOF PROVIDED THE OCCUPANCY OF THE ROOF IS AN OCCUPANCY ALLOWED FOR THE STORY IMMEDIATELY BELOW THE ROOF.... AN OCCUPIED ROOF SHALL NOT BE INCLUDED IN THE BUILDING HEIGHT OR NUMBER OF STORIES... PROVIDED THAT THE PENTHOUSE AND OTHER ENCLOSED ROOFTOP STRUCTURES COMPLY WITH SECTION 1511. OCCUPIED ROOF DECKS (CBC SECTION 503.1.4) SHALL BE CONSIDERED AS PORTIONS OF THE STORY BELOW THE ROOF DECK AS LONG AS THEY COMPLY WITH THE FOLLOWING: -PENTHOUSES SHALL NOT EXCEED 18 FEET INHEIGHT ABOVE THE ROOF DECK. -PENTHOUSES SHALL ONLY BE USED TO SHELTER MECHANICAL OR ELECTRICAL EQUIPMENT, TANKS, ELEVATORS AND RELATED MACHINERY, AND STAIRWAY OR VERTICAL SHAFT OPENINGS IN THE ROOF ASSEMBLY. PENTHOUSES (CBC SECTION 1511.2) 4 NOTE: THIS PROJECT HAS AN APPROVED AMMR4 2494
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75'-9" BUILDING FORM 1.5X BLDG HEIGHT SETBACK FROM RESIDENTIAL 75'-9" HOC

REAR SETBACK

1.5X BLDG HEIGHT
26'-0" BOULEVARD

LANDSCAPE

EASEMENT
9'-0"
35'-0" FRONT SETBACK 25'-3" SIDE SETBACK 1/2 BLDG HEIGHT 25'-3" SIDE SETBACK 1/2 BLDG HEIGHT 20'-0" 20'-0" 47'-6"
52'-6"
22'-11" 15'-6" 26'-0" 4'-0"
4'-0" 26'-0" 4'-0" 4'-0" 26'-0" 4'-0"
4'-0" 26'-0" 4'-0"
4'-0" 26'-0"
4'-0" 26'-0" 4'-0" 4'-0" 26'-0" 4'-0" 26'-0" 4'-0"
4'-0" 26'-0" 4'-0"
4'-0" 26'-0" 5'-0" 21'-2" 14'-2" 17'-7" 14'-1"
21'-0"
21'-0" 32'-0" 29'-0" 29'-0" 29'-0" 29'-0" 29'-0" 32'-0" 3'-6" 7'-0" 14'-0" 19'-0" 3'-6" 26'-0" 19'-0"3'-6" 18'-0" 26'-0" 19'-0" 18'-0" 26'-0" 19'-0" 3'-0" 26'-0" 15'-1" 21'-0" 26'-0" 21'-0" 21'-0" 26'-0" 21'-0" 10'-0" 10'-0" 10'-0" 8.5' 9.6' 9.6' 6'-0" 6.1' 26.5' 8'-0" 8.1' 8.3' 8.4' 8.4' 8.5' 13'-2" 18'-1"
15'-11"
17'-3" 20'-3" 44'-1" 44'-1" 51'-7" 52'-7" 10'-0" 26'-0" 16.6' 10'-0" 26'-0" 15.6' 6.1' 10'-1" 4'-0" 3'-6"
4'-0"
4'-0" Stevens Creek Blvd Alves Dr
Saich Way PARCEL G PARCEL E PARCEL F PARCEL C PARCEL D 8-PLEX-B 8-PLEX-B-R 8-PLEX-B 8-PLEX-A 8-PLEX-A-R 8-PLEX-B-R 8-PLEX-A PARCEL A PARCEL B 1 2 3 4 5 6 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 38 37 36 35 34 33 32 31 30 29 28 39 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 66

A STREET B STREET

C STREET D STREET

E STREET F STREET H STREET
G STREETI STREET J STREET K STREET L STREET TH-1 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 2C-R 1B-R 1C-R 1A-R 2B-R 1C-R 2A-R 2A 1B 1C 1A 1B 2C 7 8 9 10 11 2C-R 1A-R 1B-R 1C-R 1A-R 2B-R 2B 1C 1A 2C 1B 1C 1A 2B 1C 2A 2A 2C-R 1A-R 2B-R 1C-R 1A-R 1B-R 2C-R 2A 1B 1C 2B 2C-R 1A-R 1B-R 2A-R 2B 1C 1A 2C 2B 1A 1B 2C 1B 2A 1C-R 1B-R 2C-R 1B-R 2A-R 2A 1B 2C 1A 1C 2B PARCEL I 8-PLEX-B TH-2 20'-6" DRIVEWAY EASEMENT
32'-2" 2'-7"
2'-8"
32'-0"
2'-8"
2'-9"
3'-0"
2'-10"
2'-11"
2'-11"
31'-11"
31'-6" 21'-0" 26'-0" 21'-0" R2-4.25 Low/Medium Density (5-10 DU/Ac.) SFD BQ Quasi-Public/ Institutional Northwest YMCA R3 Medium Density (10-20 DU/Ac.) R1-10 Low Density (1-5 DU/AC) SFD P(CG,RES) Commercial/ Office/ Residential Abundant Assembly of God Church P(CG,R4) Commercial/Residential - H/VH
P(CG,RES) R1-10 Low Density (1-5 DU/Ac.) SFD P(CG,RES) Commercial/ Office/ Residential Whole Foods Market P(CG,RES) Commercial/ Office/ Residential P(CG,RES) P(CG,RES) Commercial/Office/Residential P(CG,RES) P(CG,RES) P(CG,RES) Commercial/ Office/ Residential P(CG,RES) Commercial/ Office/ Residential P(CG,RES) Commercial/ Office/ Residential Happy Days Child Development Center R4 Residential High/Very High Density P(CG,RES) Commercial/ Office/ Residential 3-STORY TOWNHOUSE (TH) + ROOF TOP DECK AT TH END UNITS 3-STORY SINGLE-FAMILY DETACHED + ROOF TOP DECK AT PLAN 2s PLAN LEGEND HOC BUILDING FORM SETBACK TO ADJACENT RESIDENTIAL HOC REQUIRED SIDE SETBACK HOC REQUIRED REAR SETBACK HOC REQUIRED FRONT SETBACK PEDESTRIAN PATH UNIT ENTRY ACCESSIBLE 1ST FLOOR WHERE * OCCURS PER CBC 1102 A.3P. 260.5 FF. 261.5 HT. HOC. 46.8 HT. CMC. 46.2 8-PLEX-B-R A0.06 GENERAL PLANNING APPLICATION ZONING EXHIBIT SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 0 25 50 100 Scale 1" = 50' BUILDING BULK Bulk of roof and building outside of a 1:1 slope from curb at Stevens Creek Blvd Street and Building Section 8-Plex-B 8-Plex-B-R 0 10 20 40 Scale 1" = 20' 0 10 20 40 Scale 1" = 20' Where compliance is noted as "No", waiver is requested via SDBL. See Compliant Plan Exhibits for additional information. 4 4 2495
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1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 44 45 43 39 40 41 42 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 Stevens Creek BlvdAlves Dr * 252.06' * 258' LOSE 35 UNITS DUE TO HEIGHT LIMITATION OF 45'. Maximum Height HOC 1.01.030(A)(1) 45 feet maximum. Height measured from sidewalk to top of cornice, parapet, or eave line of a peaked roof. The proposed SFD plan 2s and TH plan 4s with roof top decks measured from the lowest point on Alves Dr. sidewalk exceed maximum height by 5.5', to a building height of approximately 50.5'. The imposition of this development standard would result in less unit square footage, less private open space per plan 2 unit plans and fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 0 20 40 80 A0.07 COMPLIANT PLAN EXHIBIT A 45' MAXIMUM HEIGHT PER HOC GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4 2496
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1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 44 45 43 39 40 41 42 46 47 48 49 Alves Dr LOSE 11 UNITS DUE TO LOT COVERAGE Lot Coverage CMC TABLE 19.36.070 (A) 40% Maximum Lot Coverage allowed per MF (R-3) requirement. Coverage includes projections or roof eaves. 11,786SF (4.0%) reduction in building/roof eave coverage needed.Average lot coverage is 1,703 SF (total area covered by buildings & roof eaves / 122 units) 11,786SF/ 1,073SF/DU = 11 unit reduction necessary to meet 40% maximum lot coverage. Illustration shows the loss of 11 units on site at random & could include any (11) five DU's proposed on site. The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 0 10 20 40 A0.08 COMPLIANT PLAN EXHIBIT B 40% MAXIMUM LOT COVERAGE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2497
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1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 44 45 43 39 40 41 42 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 Stevens Creek Blvd Alves Dr 25.25 25.25 LOSE 15 UNITS DUE TO SIDE SETBACK OF 25'-3". Side Setbacks (HOC 1.01.030(C)(1)(a)) 1/2 the height of the building, or 10 feet, whichever is greater. With the building height of 50'-6" max, the required sideyard setback would be 25'-3". The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 0 20 40 80 A0.09 COMPLIANT PLAN EXHIBIT C 24.5 FT SIDE SETBACKS GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2498
CC 04-07-2026 Searchable Packet
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1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 Alves Dr

75.75 LOSE 11 UNITS DUE TO REAR SETBACK OF 75'-9". Rear Setbacks HOC 1.01.030(C)(2) 1.5 times the height of the building, 20 feet minimum. With the building height of 50'-6" max, the required rear setback would be 75'-9". The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 0 10 20 40 A0.10 COMPLIANT PLAN EXHIBIT D 73.5' REAR SETBACK GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2499
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1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 31 38 37 36 35 34 33 32 30 29 44 45 43 39 40 41 42 46 47 48 Alves Dr 75.75 R1-10 Low Density (1-5 DU/AC) Single Family Residence P(CG,RES) Commercial/ Office/ Residential Abundant Assembly of God Church & Residence LOSE 11 UNITS DUE TO STEPBACK/ADDITIONAL SIDE SETBACK REQUIREMENT OF 75'-9". Additional Setback to Residentially Developed Parcels (HOC 1.01.040(E)(2)) Buildings adjacent to residentially developed parcels shall step back/terrace or have 1.5:1 setback to height ratio to maintain privacy. With the building height of 50'-6", the required sideyard setback would be 75'-9" at this Northwest boundary. The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). 0 10 20 40 A0.11 COMPLIANT PLAN EXHIBIT E 73.5' SIDE SETBACK ALONG EXISTING RESIDENTIAL GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2500
CC 04-07-2026 Searchable Packet
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1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 44 45 43 39 40 41 42 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 Stevens Creek BlvdAlves Dr LOSE 34 UNITS Maximum Height CMC 19.36.070 (B) Not to exceed 30 feet unless a different height is identified by General Plan Figure LU-2 (Not to exceed 45 feet). Height measured from natural grade to height point of exterior construction. The proposed plans are either three stories or three stories with a roof top deck. The imposition of this development standard would result in less unit square footage, less private open space, and fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 0 20 40 80 A0.12 COMPLIANT PLAN EXHIBIT F 45' MAXIMUM HEIGHT PER CMC GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4 2501
CC 04-07-2026 Searchable Packet
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61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 Front Setback Line Stevens Creek Blvd Parcel I 70.0 26.0 LOSE 6 UNITS Minimum Lot Width CMC 19.30.060 (B) 70 feet Minimum Lot Width (measured at front building setback line). Parcel I (project entrance E street) along the Stevens Creek Blvd front setback line is only 26' wide. To increase this to 70' would eliminate 6 units. The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 0 10 20 40 A0.13 COMPLIANT PLAN EXHIBIT G 70' Minimum Lot Width along at front building setback line GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2502
CC 04-07-2026 Searchable Packet
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1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 Alves Dr

20.0 rear-yard LOSE 5 UNITS Setback to Second Story Deck and Patio CMC 19.36.070 (E)(3) 20' to Second Story Deck required in Rear-yard. Five units have second story decks located within the rear-yard setback area along Alves Dr. The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 2ND FLOOR DECK ROOF TOP DECK 0 10 20 40 A0.14 COMPLIANT PLAN EXHIBIT H 20' Rear-Yard Setback to Second Story Deck & Patio GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2503
CC 04-07-2026 Searchable Packet
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1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 44 45 43 39 40 41 42 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 Stevens Creek BlvdAlves Dr 15.0 side-yard 15.0 side-yard LOSE 15 UNITS Setback to Second Story Deck and Patio CMC 19.36.070 (E)(2) 15' to Second Story Deck required in Side-Yard. Twelve units have second story decks and roof top decks located within the required side-yard setback area. The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 2ND FLOOR DECK ROOF TOP DECK 0 20 40 80 A0.15 COMPLIANT PLAN EXHIBIT I 15' Side-Yard Setback to Second Story Deck & Patio GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2504
CC 04-07-2026 Searchable Packet
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1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 44 45 43 39 40 41 42 46 47 48 49 Alves Dr 75.75 R1-10 Low Density (1-5 DU/AC) Single Family Residence P(CG,RES) Commercial/ Office/ Residential Abundant Assembly of God Church & Residence setback to R1 LOSE 4 UNITS NO PARKING WITHIN SETBACK AREA ADJACENT TO R-1 19.36.070(J). No parking shall be permited in a setback area where the lot adjoins property located in a single-family (R-1) zoning district. Four 2-Car garages are located within required 75'-9" setback along R-1 zoning. The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 0 10 20 40 A0.16 COMPLIANT PLAN EXHIBIT J NO PARKING WITHIN SETBACK TO R-1 ZONING GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2505
CC 04-07-2026 Searchable Packet
2505 of 2882
1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 44 45 43 39 40 41 42 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 Alves Dr Stevens Creek Blvd LOSE 17 UNITS Garage Parking Minimum Interior Space CMC TABLE 19.124.040(A) 2 garage parking spots required per unit with 20'x20' minimum interior space. Inclusion of electric service stations in each unit interferes with minimum interior space. Accommodating the full minimum interior space to each unit would increase width of each unit by at least 1'-6". The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 0 20 40 80 A0.17 COMPLIANT PLAN EXHIBIT K Garage Parking Minimum Interior Space GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2506
CC 04-07-2026 Searchable Packet
2506 of 2882
1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 44 45 43 39 40 41 42 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 Stevens Creek Blvd

75.75 25.25 25.25 Alves Dr Contextual Roof Plans and Setbacks HOC 1.01.030 (C)(3) Projecting eaves may encroach up to 3 feet into required setbacks. Eaves at front, side and rear setbacks encroach further than 3 feet into required setbacks. The imposition of this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES LOSE 30 UNITS 0 20 40 80 A0.18 COMPLIANT PLAN EXHIBIT L Contextual Roof Plans and Setbacks GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2507
CC 04-07-2026 Searchable Packet
2507 of 2882
1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 38 37 36 35 34 33 32 30 29 28 44 45 43 39 40 41 42 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 Stevens Creek Blvd Front Setback HOC 1.01.030 (B)(1) Minimum front setback for new development shall be 35' from the edge of curb (9' feet from the required 3 story portions of Th-6 and TH-7 buildings encroach within the 35' front setback and the imposition of this standard would result in fewer units constructed (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES LOSE 16 UNITS 0 20 40 80 A0.19 COMPLIANT PLAN EXHIBIT M Front Setback GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4 2508
CC 04-07-2026 Searchable Packet
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61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 Stevens Creek Blvd 10' Required Landscaping HOC 1.01.040 (D)(1) The easement shall consist of a curbside planting strip ten (10) feet in width, a sidewalk six (6) feet in width, and a back-of-walk planting strip ten (10) feet in width. The imposition of this development standard, in addition to 9' required for the inclusion of the entry walkway, necessary transformer placement, and heat pump clearance, would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES LOSE 16 UNITS 0 1/2 1 1 1/2 A0.20 COMPLIANT PLAN EXHIBIT N Front Setback GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4 2509
CC 04-07-2026 Searchable Packet
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1 2 3 4 5 6 17 16 15 14 13 18 19 20 21 22 R1-10 Low Density (1-5 DU/AC) Single Family Residence 5' Landscape Buffer 2.6' 7' LOSE 1 UNIT PLANTING AREA ADJACENT TO RESIDENTIAL HOC 1.01.040(D)(2). a minimum five (5) foot planting area shall beestablished within and adjacent to the fence or wall with evergreen trees planted at a minimum
spacing of twenty five (25) feet on center.

Required 5 foot area adjacent to R-1 zoning
encroaches the side yard of Lot 1. The impositionof this development standard would result in fewer units constructed. (Govt. Code 65915(e)(1)). COMPLIANT PLAN NOTES 0 1/2 1 1 1/2 A0.20A COMPLIANT PLAN EXHIBIT O PLANTING AREA ADJACENT TO RESIDENTIAL GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4 2510
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A0.21 GENERAL PLANNING APPLICATION STATE DENSITY BONUS LETTER SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4 2511
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20'-0" 20'-0" 47'-6"
52'-6"
22'-11" 15'-6" 26'-0" 4'-0"
4'-0" 26'-0" 4'-0" 4'-0" 26'-0" 4'-0"
4'-0" 26'-0" 4'-0"
4'-0" 26'-0"
4'-0" 26'-0" 4'-0" 4'-0" 26'-0" 4'-0" 26'-0" 4'-0"
4'-0" 26'-0" 4'-0" 4'-0" 26'-0" 5'-0" 21'-2" 14'-2" 17'-7" 14'-1" 21'-0"
21'-0" 32'-0" 29'-0" 29'-0" 29'-0" 29'-0" 29'-0" 32'-0" 3'-6" 7'-0" 14'-0" 19'-0" 3'-6" 26'-0" 19'-0"3'-6" 18'-0" 26'-0" 19'-0" 18'-0" 26'-0" 19'-0" 3'-0" 26'-0" 15'-1" 21'-0" 26'-0" 21'-0" 21'-0" 26'-0" 21'-0" 10'-0" 10'-0" 10'-0" 8.5' 9.6' 9.6' 6'-0" 6.1' 26.5' 8'-0" 8.1' 8.3' 8.4' 8.4' 8.5' 13'-2" 18'-1"
15'-11"
17'-3" 20'-3" 44'-1" 44'-1" 51'-7" 52'-7" 10'-0" 26'-0" 16.6' 10'-0" 26'-0" 15.6' 6.1' 10'-1" 4'-0" R2-4.25 Low/Medium Density (5-10 DU/Ac.) SFD BQ Quasi-Public/ Institutional Northwest YMCA R3 Medium Density (10-20 DU/Ac.) R1-10 Low Density (1-5 DU/AC) SFD P(CG,RES) Commercial/ Office/ Residential Abundant Assembly of God Church P(CG,R4) Commercial/ Residential - H/VH R4 Residential High/Very High Density P(CG,RES) R1-10 Low Density (1-5 DU/Ac.) SFD P(CG,RES) Commercial/ Office/ Residential Whole Foods Market P(CG,RES) Commercial/ Office/ Residential P(CG,RES) Commercial/ Office/ Residential P(CG,RES) Commercial/ Office/ Residential P(CG,RES) P(CG,RES) P(CG,RES) Commercial/ Office/ Residential P(CG,RES) Commercial/ Office/ Residential P(CG,RES) Commercial/ Office/ Residential Happy Days Child Development Center P(CG,RES) Commercial/ Office/ Residential 3'-6" 4'-0"
4'-0" Stevens Creek Blvd Alves Dr
Saich Way PARCEL G PARCEL E PARCEL F PARCEL C PARCEL D 8-PLEX-B 8-PLEX-B-R 8-PLEX-B 8-PLEX-A 8-PLEX-A-R 8-PLEX-B-R 8-PLEX-A PARCEL A PARCEL B 1 2 3 4 5 6 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 38 37 36 35 34 33 32 31 30 29 28 39 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 66

A STREET B STREET

C STREET D STREET

E STREET F STREET H STREET
G STREETI STREET J STREET K STREET L STREET TH-1 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 2C-R 1B-R 1C-R 1A-R 2B-R 1C-R 2A-R 2A 1B 1C 1A 1B 2C 7 8 9 10 11 2C-R 1A-R 1B-R 1C-R 1A-R 2B-R 2B 1C 1A 2C 1B 1C 1A 2B 1C 2A 2A 2C-R 1A-R 2B-R 1C-R 1A-R 1B-R 2C-R 2A 1B 1C 2B 2C-R 1A-R 1B-R 2A-R 2B 1C 1A 2C 2B 1A 1B 2C 1B 2A 1C-R 1B-R 2C-R 1B-R 2A-R 2A 1B 2C 1A 1C 2B PARCEL I 8-PLEX-B TH-2
32'-2"
32'-0"
31'-11"
31'-6" 21'-0" 26'-0" 21'-0" * * * * * *Proposed Public Art . Below Market Rate (BMR) Units * Units meeting CBC Chapter 1102A.3.1 Housing Accessibility (6 Total) PORCH LINE BUILDING LINE BACK OF GARAGE HEAT PUMP LINE OF WALL ABOVE TYPICAL BUILDING FOOTPRINT 0 25 50 100 A0.22 GENERAL PLANNING APPLICATION ARCHITECTURAL SITE EXHIBIT SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4 44 2512
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13'-11" 11'-6" 12'-7" 10'-9" 12'-2 1/2" 24'-9" 12'-2 1/2" 10'-9" 12'-7" 11'-6" 13'-11" 50'-0" 18'-3" 5'-2" 30'-6" 5'-2" 28'-6" 5'-2" 30'-6" 5'-2" 18'-3" 50'-0"
6"
6"
4'-3"
2'-0"
1'-0"
1'-0"
2'-0"
4'-3"
6"
6" Plan 4R 1060.7 SQ. FT. Plan 2 834.8 SQ. FT. Plan 3R 875.1 SQ. FT. Plan 1 764.1 SQ. FT. Plan 4 1060.7 SQ. FT. Plan 2R 834.8 SQ. FT. Plan 3 875.1 SQ. FT. Plan 1R 764.1 SQ. FT. 22'-8" 3'-9"
26'-4"
45'-9"
6"
2'-0"
21'-2" 2'-0" 3'-9"
24'-7"
46'-9"
22'-8" 3'-9"
26'-4"
45'-9"
6"
2'-0"
21'-2" 3'-9" 24'-7" 13'-11" 11'-6" 12'-7" 22'-6" 25'-8" 22'-6" 12'-7" 11'-6" 13'-11" 50'-0" 18'-3" 5'-2" 30'-6" 5'-2" 28'-6" 5'-2" 30'-6" 5'-2" 18'-3" 50'-0"
2'-0"
2'-0"
4'-3"
1'-0"
1'-0"
4'-3"
2'-0"
2'-0"
6"
6"
2'-0"
2'-0"
2'-0"
2'-0"
6"
6" Plan 4R 1052.2 SQ. FT. Plan 2 826.1 SQ. FT. Plan 3R 862.1 SQ. FT. Plan 1 753.1 SQ. FT. Plan 4 1052.2 SQ. FT. Plan 2R 826.1 SQ. FT. Plan 3 862.1 SQ. FT. Plan 1R 753.1 SQ. FT. 22'-8" 3'-9"
24'-10"
45'-9"
21'-2" 3'-9"
22'-7"
46'-9"
22'-8" 3'-9"
24'-10"
45'-9"
21'-2" 3'-9" 22'-7" 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space Plan 4 1026.3 SQ. FT. Plan 2R 814.6 SQ. FT. Plan 3 866.5 SQ. FT. Plan 1R 755.7 SQ. FT. 13'-2 1/4" 1'-0" 12'-8 1/4"
48'-0"
48'-0" 12'-8 1/4" 13'-2 1/4" 12'-1 1/2" 10'-4 1/2" 12'-11 1/2" 24'-0" 12'-11 1/2" 10'-4 1/2" 12'-1 1/2" 1'-0" 5'-3"
4'-3"
4'-3"
5'-3"
4'-3"
1'-0"
1'-0"
4'-3" Plan 4R 1026.3 SQ. FT. Plan 2 814.6 SQ. FT. Plan 3R 866.5 SQ. FT. Plan 1 755.7 SQ. FT. 21'-2" 3'-9"
27'-10"
43'-9"
21'-2" 3'-9"
27'-10"
44'-9"
21'-2" 3'-9"
27'-10"
43'-9"
21'-2" 3'-9"
27'-10" 13'-0"
47'-6" 25'-0"
42'-6 1/2" 12'-0"
4'-11 1/2"
24'-0" 8'-1"
24'-0" 15'-2" 23'-3"
24'-0"
24'-0" Plan 4R 558.0 SQ. FT. Plan 4 558.0 SQ. FT. 23'-3" 8'-1" 15'-2" 6'-0" 5'-6" 8'-6" 7'-0" 0" 12'-0"
44'-0 1/2" 25'-0"
45'-6"
1'-5 1/2" 13'-0" 12'-0" 13'-0"
44'-0 1/2"
1'-5 1/2"
45'-6" 25'-0"
16'-2 1/2" 25'-0"
16'-2 1/2" 12'-0" 13'-0" 11'-11" 8'-9"
3'-0"
44'-0" 21'-4"
47'-0"
8'-3 1/2"
4'-0" 3'-6" 8" 13'-8 1/2" 7'-7 1/2"
44'-0" 21'-4"
45'-6"
1'-6" 6'-0" 5'-3" 3'-10 1/2"
5'-6" 4'-0" 4'-0" 5'-0" 13'-8 1/2" 7'-7 1/2"
44'-0" 21'-4"
45'-6"
1'-6" 8 PLEX TOWNHOUSE FLOOR AREAS PLAN NO. LEVEL 1 LEVEL 2 LEVEL 3 ROOF TOP DECK TOTAL UNIT 1/1R 755.7 SQ. FT. 764.1 SQ. FT. 753.1 SQ. FT. 0 2272.87439 SQ. FT. UNIT 2/2R 814.6 SQ. FT. 834.8 SQ. FT. 826.1 SQ. FT. 0 2475.43763 SQ. FT. UNIT 3/3R 866.5 SQ. FT. 875.1 SQ. FT. 862.1 SQ. FT. 0 2603.67823 SQ. FT. UNIT 4/4R 1026.3 SQ. FT. 1060.7 SQ. FT. 1052.2 SQ. FT. 558.0 SQ. FT. 3697.10377 SQ. FT. TOTAL PER 8-PLEX BLDG. 6926.1 SQ. FT. 7069.3 SQ. FT. 6986.8 SQ. FT. 1116.0 SQ. FT. 22098.18805 SQ. FT. TOTAL PER SITE (7 buildings) 48482.7 SQ. FT. 49484.8 SQ. FT. 48907.8 SQ. FT. 7812.0 SQ. FT. 154,687.4 SQ. FT. SFD PLAN 2 LEVEL 1 1128.0 SQ. FT. LEVEL 2 1120.0 SQ. FT. LEVEL 3 1120.0 SQ. FT. STAIR PENTHOUSE & COVERED ROOF TOP DECK 405.2 SQ. FT. TOTAL PLAN 2 3773.2 SQ. FT. TOTAL PER SITE (29 ) 109,422.8 SQ. FT. SFD PLAN 1 LEVEL 1 964.9 SQ. FT. LEVEL 2 959.2 SQ. FT. LEVEL 3 959.2 SQ. FT. TOTAL PLAN 1 2883.4 SQ. FT. TOTAL PER SITE (37) 106,685.8 SQ. FT. A0.23 FLOOR AREA EXHIBIT TOWNHOUSES AND SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL Townhouse 8 Plex SFD Plan 2 SFD Plan 1 1st Floor 2nd Floor 3rd Floor Roof Top Deck (RTD) 1st Floor 2nd Floor 3rd Floor Roof Top Deck (RTD) 1st Floor 2nd Floor 3rd Floor Floor Area Definition (Per City of Cupertino Municipal Code 19.08.030) “F” Definition "Floor area" means the total area of all floors of a building measured to the outside surfaces of exterior walls, and including the following: Halls, Base of stairwells, Base of elevator shafts, Services and mechanical equipment rooms, Interior building area above fifteen feet in height between any floor level and the ceiling above, Residential basements in the A, A1, R1 and RHS zoning districts with lightwells that do not conform to Section 19.28.070(I), Residential basements in the R1 and RHS zoning districts on projects pursuant to Government Code section 65852.21, Residential garages, Roofed arcades, plazas, walkways, porches, breezeways, porticos, courts, and similar features substantially enclosed by exterior walls, Sheds and accessory structures. “S” Definition "Substantially enclosed" means an area that is covered by a roof or ceiling that is not more than 50% open to the sky/elements and is surrounded by solid barriers that are at least six inches tall on three or more sides. Solid barriers do not include open railings that are no taller than 42 inches, decorative arches, or trellises. Railings and trellises shall have a visual transparency of more than 50%. KEY PLAN : NTS 44 2513
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Stevens Creek Blvd Alves Dr PARCEL G PARCEL E PARCEL F PARCEL C PARCEL D 8-PLEX-B 8-PLEX-B-R 8-PLEX-B 8-PLEX-A 8-PLEX-A-R 8-PLEX-B-R 8-PLEX-A PARCEL A PARCEL B 1 2 3 4 5 6 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 38 37 36 35 34 33 32 31 30 29 28 39 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 66

A STREET B STREET

C STREET D STREET

E STREET F STREET H STREET
G STREETI STREET J STREET K STREET L STREET TH-1 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 2C-R 1B-R 1C-R 1A-R 2B-R 1C-R 2A-R 2A 1B 1C 1A 1B 2C 7 8 9 10 11 2C-R 1A-R 1B-R 1C-R 1A-R 2B-R 2B 1C 1A 2C 1B 1C 1A 2B 1C 2A 2A 2C-R 1A-R 2B-R 1C-R 1A-R 1B-R 2C-R 2A 1B 1C 2B 2C-R 1A-R 1B-R 2A-R 2B 1C 1A 2C 2B 1A 1B 2C 1B 2A 1C-R 1B-R 2C-R 1B-R 2A-R 2A 1B 2C 1A 1C 2B PARCEL I 8-PLEX-B TH-2 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 6'-0" 6'-1" 26'-6"8'-0" 8'-0" 8'-4" 8'-5" 8'-6" 42'-0" 42'-0" 51'-7" 51'-7" 6'-1" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 21'-3" 15'-7" 47'-6"
52'-6"
20'-0" 20'-0"
20'-0"
21'-0"
21'-0" 8'-4" Stevens Creek Blvd Alves Dr PARCEL G PARCEL E PARCEL F PARCEL C PARCEL D 8-PLEX-B 8-PLEX-B-R 8-PLEX-B 8-PLEX-A 8-PLEX-A-R 8-PLEX-B-R 8-PLEX-A PARCEL A PARCEL B 1 2 3 4 5 6 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 38 37 36 35 34 33 32 31 30 29 28 39 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 66

A STREET B STREET

C STREET D STREET

E STREET F STREET H STREET
G STREETI STREET J STREET K STREET L STREET TH-1 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 2C-R 1B-R 1C-R 1A-R 2B-R 1C-R 2A-R 2A 1B 1C 1A 1B 2C 7 8 9 10 11 2C-R 1A-R 1B-R 1C-R 1A-R 2B-R 2B 1C 1A 2C 1B 1C 1A 2B 1C 2A 2A 2C-R 1A-R 2B-R 1C-R 1A-R 1B-R 2C-R 2A 1B 1C 2B 2C-R 1A-R 1B-R 2A-R 2B 1C 1A 2C 2B 1A 1B 2C 1B 2A 1C-R 1B-R 2C-R 1B-R 2A-R 2A 1B 2C 1A 1C 2B PARCEL I 8-PLEX-B TH-2 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 6'-0" 6'-1" 26'-6"8'-0" 8'-0" 8'-4" 8'-5" 8'-6" 42'-0" 42'-0" 51'-7" 51'-7" 6'-1" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 21'-3" 15'-7" 47'-6"
52'-6"
20'-0" 20'-0"
20'-0"
21'-0"
21'-0" 8'-4" Stevens Creek Blvd Alves Dr PARCEL G PARCEL E PARCEL F PARCEL C PARCEL D 8-PLEX-B 8-PLEX-B-R 8-PLEX-B 8-PLEX-A 8-PLEX-A-R 8-PLEX-B-R 8-PLEX-A PARCEL A PARCEL B 1 2 3 4 5 6 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 38 37 36 35 34 33 32 31 30 29 28 39 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 66

A STREET B STREET

C STREET D STREET

E STREET F STREET H STREET
G STREETI STREET J STREET K STREET L STREET TH-1 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 2C-R 1B-R 1C-R 1A-R 2B-R 1C-R 2A-R 2A 1B 1C 1A 1B 2C 7 8 9 10 11 2C-R 1A-R 1B-R 1C-R 1A-R 2B-R 2B 1C 1A 2C 1B 1C 1A 2B 1C 2A 2A 2C-R 1A-R 2B-R 1C-R 1A-R 1B-R 2C-R 2A 1B 1C 2B 2C-R 1A-R 1B-R 2A-R 2B 1C 1A 2C 2B 1A 1B 2C 1B 2A 1C-R 1B-R 2C-R 1B-R 2A-R 2A 1B 2C 1A 1C 2B PARCEL I 8-PLEX-B TH-2 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 6'-0" 6'-1" 26'-6"8'-0" 8'-0" 8'-4" 8'-5" 8'-6" 42'-0" 42'-0" 51'-7" 51'-7" 6'-1" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 21'-3" 15'-7" 47'-6"
52'-6"
20'-0" 20'-0"
20'-0"
21'-0"
21'-0" 8'-4" First Floor Fenced Yard Second Floor Deck Roof Top Deck Private Open Space Key 0 25 50 100 A0.24 GENERAL PLANNING APPLICATION PRIVATE OPEN SPACE EXHIBIT SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL Ground Floor Fenced Yards (see unit plans for additional Info) 2nd Floor Decks (see unit plans for additional Info) Roof Top Decks (see unit plans for additional Info) * See landscape plans for information about Common Open Space provided. HOC REQUIREMENT * 2514
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GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A0.25

HOC COMPLIANCE TH EXHIBIT
8-PLEX TOWNHOUSES

HEART OF THE CITY DESIGN GUIDELINES
See Building Plans and Elevations.

The proposed 8-plex building facade is divided into multiple segments with entry porches projecting the furthest from the facades. Entry porches feature enhanced roof materials and details. Varying color or materials also differentiate modules and massing along the building facades.

See Elevations.

Bay windows and recessed windows are utilized to create variation and differentiation along building facades and specifically at locations adjacent to entrance drives. Entry porches and 2nd floor decks also add to the visual interest to street facing facades and entry conditions.

See Building and Site Plans.

Site & building designs are organized to provide axial relationships between buildings, defining common open spaces through
variations in building forms. Open spaces are accented by private porches and overlooked by 2nd floor decks.

See Elevations and Color/Material Selections.

Each home features a clear and prominent entry porch with enhanced roofing materials and details defining individual tenant spaces. Roof forms vary per style and create visually interesting forms and building massing. Building materials are varied and interesting per style and are representative of quality.

See Elevations and Architectural Details.

Window openings proposed are vertical or square in shape.

Transom windows are added at primary bedroom locations
along street facing facades to further enhance the quality and create visual interest.

Windows are inset 2" typical from the window frame, which is typical of a 5.5" to 3.5" stud wall transition, and common to Spanish and Modern French Styles. Craftsman windows on
SFD feature 2" deep finish trim typical, where historically 1x trim members would have been used.

Proposed Design Features
See Roof Plans and Elevations.

Roof eaves are provided consistent with the architectural character: Spanish features 24" eaves and tight rakes.

Modern French utilizes tight eaves and rakes;
Craftsman style features 24" eaves and 12" rakes;
Each architectural style is further defined by unique gable end details: recessed tile detail on Spanish; kicker & outlookers on Craftsman; inset window or vent on Modern French.

Gutters and fascia boards are common at all styles.
'A' ELEVATION
A/B Projected
Entry Porch
A Raised Roof
Transom Windows
A Raised Roof
Transom Windows
A/B Projected
Entry Porch
A/B Projected
Entry Porch
A/B Projected
Entry Porch
B
Inset Windows
& Panel Detail
B Deck
Recessed
B Deck Recessed B Deck Recessed
B
Inset Windows
& Panel Detail
B
Inset Windows
& Panel Detail
B
Inset Windows
& Panel Detail
D Varied Roof Line
E Vertically
Oriented & Inset
Windows Typ.

F Roof
Eaves
F
Inset Tile
Gable End
Detail Typ.
'B' ELEVATION
A/B Projected
Entry Porch
A Raised Roof
Transom Windows
A/F Raised Roof
Transom Windows
Cornice Trim
A Raised Roof
Transom Windows
A/B Projected
Entry Porch
A/B Projected
Entry Porch
A/B Projected
Entry Porch
B Bay Windows
& Panel Detail
B Deck Recessed
B Deck Recessed B Deck Recessed
B
Inset Windows
& Detail
B
Inset Windows
& Panel Detail
B Bay Windows
& Panel Detail
D Varied Roof Line
E Vertically
Oriented & Inset
Windows Typ.

F Tight
Eaves
& Rakes
F
Inset Window Gable End
Detail Typ.
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GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A0.26

HOC COMPLIANCE SFD EXHIBIT
SFD

HEART OF THE CITY DESIGN GUIDELINES
See Building Plans and Elevations.

The proposed building facades are divided into multiple segments with entry porches projecting the furthest from the facades. Entry porches feature enhanced roof materials and details. Varying color or materials also differentiate modules and massing.

See Elevations.

Bay windows and recessed windows are utilized to create variation and differentiation along building facades and specifically at locations adjacent to entrance drives. Entry porches and 2nd floor decks also add to the visual interest to street facing facades and entry conditions.

See Building and Site Plans.

Site & building designs are organized to provide axial relationships between buildings, defining common open spaces through
variations in building forms. Open spaces are accented by private porches and overlooked by 2nd floor decks.

See Elevations and Color/Material Selections.

Each home features a clear and prominent entry porch with enhanced roofing materials and details defining individual tenant spaces. Roof forms vary per style and create visually interesting forms and building massing. Building materials are varied and interesting per style and are representative of quality.

See Elevations and Architectural Details.

Window openings proposed are vertical or square in shape.

Transom windows are added at primary bedroom locations
along street facing facades to further enhance the quality and create visual interest.

Windows are inset 2" typical from the window frame, which is typical of a 5.5" to 3.5" stud wall transition, and common to Spanish and Modern French Styles. Craftsman windows on
SFD feature 2" deep finish trim typical, where historically 1x trim members would have been used.

Proposed Design Features
See Roof Plans and Elevations.

Roof eaves are provided consistent with the architectural character: Spanish features 24" eaves and tight rakes.

Modern French utilizes tight eaves and rakes;
Craftsman style features 24" eaves and 12" rakes;
Each architectural style is further defined by unique gable end details: recessed tile detail on Spanish; kicker & outlookers on Craftsman; inset window or vent on Modern French.

Gutters and fascia boards are common at all styles.
1A ELEVATION 1B ELEVATION 1C ELEVATION
2A ELEVATION 2B ELEVATION 2C ELEVATION
A Projected Entry
Porch
B Recessed Deck
E Vertically
Oriented Inset
Windows Typical
B Inset Window &
Panel Detail
D/F Varied Roof Line
Inset Tile Detail
Roof Eaves
A Projected Entry
Porch w/ Metal
Accent Roofing
B Recessed Deck
E Vertically
Oriented Inset
Windows Typical
B Bay Window &
Panel Detail
D/F Varied Roof Line
Tight Eave &
Rake
A Projected Entry
Porch w/ Post Detail
B Recessed Deck
E Vertically Oriented
Windows w/ Trim
B Window & Trim
Detail w/ Accent
Siding
D/F Varied Roof Line
Roof Eaves w/
Kicker & Outlooker
A Projected Entry
Porch
B Recessed Deck
E Vertically
Oriented Inset
Windows Typical
B Inset Window &
Panel Detail
D/F Varied Roof Line
Inset Tile Detail
Roof Eaves
A Projected Entry
Porch w/ Metal
Accent Roofing
B Recessed Deck
E Vertically
Oriented Inset
Windows Typical
B Window w/ Panel
Detail
D/F Varied Roof Line
Tight Eave &
Rake Cornice
Detail
A Projected Entry
Porch w/ Post Detail
B Recessed Deck
E Vertically Oriented
Windows w/ Trim
B Window & Trim
Detail w/ Accent
Siding
D/F Varied Roof Line
Roof Eaves w/
Kicker & Outlooker
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Stevens Creek Blvd Alves Dr
Saich Way PARCEL G PARCEL E PARCEL F PARCEL C PARCEL D 8-PLEX-B 8-PLEX-B-R 8-PLEX-B 8-PLEX-A 8-PLEX-A-R 8-PLEX-B-R 8-PLEX-A PARCEL A PARCEL B 1 2 3 4 5 6 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 38 37 36 35 34 33 32 31 30 29 28 39 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 66

A STREET B STREET

C STREET D STREET

E STREET F STREET H STREET
G STREETI STREET J STREET K STREET L STREET TH-1 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 2C-R 1B-R 1C-R 1A-R 2B-R 1C-R 2A-R 2A 1B 1C 1A 1B 2C7 8 9 10 11 2C-R 1A-R 1B-R 1C-R 1A-R 2B-R 2B 1C 1A 2C 2A 1B 1C 1A 2B 1C 2A 2C-R 1A-R 2B-R 1C-R 1A-R 1B-R 2C-R 2A 1B 1C 2B 2C-R 1A-R 1B-R 2A-R 2B 1C 1A 2C 2B 1A 1B 2C 1B 2A 1C-R 1B-R 2C-R 1B-R 2A-R 2A 1B 2C 1A 1C 2B STYLE 'B' MODERN FRENCH STYLE 'A' SPANISH STYLE 'C' CRAFTSMAN ENHANCED ELEVATION ELEVATION STYLE LEGEND NOTE: ELEVATION STYLE PLOTTING MAY VARY AT TIME OF BUILDING PERMIT. 0 25 50 100 A0.27 GENERAL PLANNING APPLICATION ARCHITECTURAL STYLE PLOTTING SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2517
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12345 6 7 891011 15 14 13 12 1 23 4 5 67 8 91011 12 16 15 14 16 13 NTS A0.28 GENERAL PLANNING APPLICATION EXISTING SITE IMAGERY SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2518
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3 2 1 456 7 8 9 10 111213141516 1 2 3 4 5 6 7 8 9 10 11 1213 14 1515 16 NTS A0.29 GENERAL PLANNING APPLICATION CONTEXT IMAGERY SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2519
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8-PLEX-B 8-PLEX-B-R 8-PLEX-B 8-PLEX-A 8-PLEX-B-R TH-2 TH-4 TH-5 TH-6 TH-7 8-PLEX-B TH-2 +/-28'-10" Stevens Creek Blvd Alves Dr Saich Way PARCEL G 8-PLEX-A 1 2 3 4 5 6 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 38 37 36 35 34 33 32 31 30 29 28 39 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 66

A STREET B STREET

C STREET D STREET

E STREET F STREET H STREET
G STREETI STREET J STREET L STREET TH-1 2C-R 1B-R 1C-R 1A-R 2B-R 1C-R 2A-R 2A 1B 1C 1A 1B 2C 7 8 9 10 11 2C-R 1A-R 1B-R 1C-R 1A-R 2B-R 2B 1C 1A 2C 2A 1B 1C 1A 2B 1C 2A 2C-R 1A-R 2B-R 1C-R 1A-R 1B-R 2C-R 2A 1B 1C 2B 2C-R 1A-R 1B-R 2A-R 2B 1C 1A 2C 2B 1A 1B 2C 1B 2A 1C-R 1B-R 2C-R 1B-R 2A-R 2A 1B 2C 1A 1C 2B +/-21'-0" 26'-0" +/-21'-0" 26'-0" +/-15'-7" 26'-0" 26'-0" +/-16'-7" +/-20'-0" 26'-0" +/-18'-10" +/-16'-6" 26'-0" +/-18'-10" +/-16'-6" 26'-0" +/-18'-10" 26'-0" 26'-0" +/-15'-1" UNIT 2 UNIT 4R UNIT 4R UNIT 2 26'-0" E STREET +/-21'-0" +/- 34'-4"
+/- 42'-7" +/-21'-0" 26'-0" E STREET +/-18'-10"+/- 43'-4 1/2" +/-21'-0" A0.30 GENERAL PLANNING APPLICATION FIRE ACCESS EXHIBIT SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 1/8"=1' SCALE 0 4 8 16 SECTION 1 1 1/16"=1' SCALE 0 8 16 32 FIRE ROOF ACCESS PLAN N TOWNHOUSE - AERIAL APPARATUS PLAN 2 SFD - GROUND LADDER ACCESS PLAN 1 SFD - GROUND LADDER ACCESS PLAN 2 SFD - AERIAL APPARATUS ACCESS BUILDING SIDES FOR AERIAL APPARATUS ACCESS BUILDING SIDES FOR GROUND LADDER ACCESS 1/8"=1' SCALE 0 4 8 16 SECTION 2 2 2520
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SECTION PLAN 1 6'-8" BUILDING FRONT +/-25'-6" Ladder Pad +/-24'-8" +/-3'-10" 8'-4" 11'-11"+/-25'-11" BUILDING REAR +/-25'-1" SECTION PLAN 2 WITH ROOF TOP DECK 3'-2" BUILDING FRONT +/-25'-5" +/-24'-7" 8'-2" 11'-11"+/-25'-11" BUILDING REAR
+/-25'-1" TYPICAL LADDER PAD IN PLAN LADDER PAD @ 3RD FLOOR PLAN VIEW: SCALE: 1/4" = 1'-0" 4'-0" CLEAR 4'-0"
CLEAR SECTION PLAN 1 6'-8" BUILDING FRONT +/-25'-6" Ladder Pad +/-24'-8" +/-3'-10" 8'-2" +/-25'-11" BUILDING REAR
+/-25'-1" 8'-8" 12'-4 1/2"+/-25'-11" BUILDING REAR
+/-25'-1" SECTION PLAN 2 6'-8" BUILDING FRONT +/-25'-6" Ladder Pad +/-24'-8" +/-3'-10" SECTION PLAN 3 4'-6" BUILDING FRONT +/-22'-1" +/-21'-5" 8'-8" 12'-4 1/2"+/-25'-11" BUILDING REAR
+/-25'-1" 8'-2" +/-25'-11" BUILDING REAR
+/-25'-1"
SECTION PLAN 4 (WITH ROOF TOP DECK) BUILDING FRONT +/-25'-7" +/-24'-9" +/-3'-8" Ladder Pad A0.31 GENERAL PLANNING APPLICATION EGRESS WINDOW LADDER ACCESS EXHIBIT SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 0 4 8 12 3/16"=1' SCALE TOWNHOUSE PLAN 1 TOWNHOUSE PLAN 2 TOWNHOUSE PLAN 3 TOWNHOUSE PLAN 4 SFD PLAN 1 SFD PLAN 2 0 4 8 12 3/16"=1' SCALE 0 4 8 12 3/16"=1' SCALE 0 4 8 12 3/16"=1' SCALE 0 4 8 12 3/16"=1' SCALE 0 4 8 12 3/16"=1' SCALE NOTE: SEE L6.0-6.4 FOR LADDER PAD LOCATIONS 2521
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Stevens Creek Blvd Alves Dr
Saich Way R2-4.25 Low/Medium Density (5-10 DU/Ac.) SFD BQ Quasi-Public/ Institutional Northwest YMCA R3 Medium Density (10-20 DU/Ac.) R1-10 Low Density (1-5 DU/AC) SFD P(CG,RES) Commercial/ Office/ Residential Abundant Assembly of God Church P(CG,R4) Commercial/Residential - H/VH P(CG,RES) R1-10 Low Density (1-5 DU/Ac.) SFD P(CG,RES) Commercial/ Office/ Residential Whole Foods Market P(CG,RES) Commercial/ Office/ Residential P(CG,RES) P(CG,RES) Commercial/Office/Residential P(CG,RES) P(CG,RES) P(CG,RES) Commercial/ Office/ Residential P(CG,RES) Commercial/ Office/ Residential P(CG,RES) Commercial/ Office/ Residential Happy Days Child Development Center 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 31 37 36 35 34 33 32 30 29 28 38 44 45 43 39 40 41 42 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 P. 256.8 FF. 257.8 P. 257.2 FF. 258.2 P. 257.6 FF. 258.6 P. 257.9 FF. 258.9 P. 258.3 FF. 259.3 P. 258.7 FF. 259.7 P. 259.1 FF. 260.1 P. 256.2 FF. 257.2 P. 256.6 FF. 257.6 P. 257.0 FF. 258.0 P. 257.4 FF. 258.4 P. 257.7 FF. 258.7 P. 258.1 FF. 259.1 P. 256.1 FF. 257.1 P. 256.4 FF. 257.4 P. 256.7 FF. 257.7 P. 257.0 FF. 258.0 P. 257.3 FF. 258.3 P. 257.6 FF. 258.6 P. 255.1 FF. 256.1 P. 254.8 FF. 255.8 P. 254.5 FF. 255.5 P. 255.6 FF. 256.6 P. 255.0 FF. 256.0 P. 256.2 FF. 257.2 P. 255.9 FF. 256.9 P. 255.6 FF. 256.6 P. 256.7 FF. 257.7 P. 257.0 FF. 258.0 P. 257.3 FF. 258.3 P. 257.6 FF. 258.6 P. 257.9 FF. 258.9 P. 258.2 FF. 259.2 P. 258.5 FF. 259.5 P. 256.0 FF. 257.0 P. 255.8 FF. 256.8 P. 255.5 FF. 256.5 P. 255.4 FF. 256.4 P. 255.3 FF. 256.3 P. 255.9 FF. 256.9 P. 256.5 FF. 257.5 P. 256.3 FF. 257.3 P. 255.8 FF. 256.8 P. 255.5 FF. 256.5 P. 256.0 FF. 257.0 P. 256.3 FF. 257.3 P. 256.6 FF. 257.6 P. 256.7 FF. 257.7 P. 256.9 FF. 257.9 P. 257.1 FF. 258.1 P. 257.3 FF. 258.3 P. 257.5 FF. 258.5 P. 257.7 FF. 258.7 P. 257.9 FF. 258.9 P. 256.8 FF. 257.8 P. 256.9 FF. 257.9 P. 257.1 FF. 258.1 P. 257.3 FF. 258.3 P. 257.5 FF. 258.5 P. 257.7 FF. 258.7 61 62 63 64 65 TH-1 66 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 P. 257.6 FF. 258.6 P. 257.9 FF. 258.9 P. 258.2 FF. 259.2 P. 258.5 FF. 259.5 P. 258.8 FF. 259.8 P. 259.1 FF. 260.1 P. 258.5 FF. 259.5 P. 258.5 FF. 259.5 P. 257.9 FF. 258.9 P. 259.0 FF. 260.0 P. 260.0 FF. 261.0 P. 260.5 FF. 261.5 P. 259.5 FF. 260.5 HT. HOC. 50.0 HT. CMC. 48.2 HT. HOC. 39.8 HT. CMC. 42.0HT. HOC. 38.3 HT. CMC. 39.6HT. HOC. 38.1 HT. CMC. 39.5HT. HOC. 49.3 HT. CMC. 47.3HT. HOC. 37.2 HT. CMC. 37.7HT. HOC. 48.8 HT. CMC. 45.7 HT. HOC. 47.1 HT. CMC. 46.4 HT. HOC. 35.1 HT. CMC. 38.4 HT. HOC. 35 HT. CMC. 38.3HT. HOC. 45.4 HT. CMC. 47.1 HT. HOC. 48.5 HT. CMC. 46.5 HT. HOC. 37.5 HT. CMC. 37.5 HT. HOC. 38.1 HT. CMC. 38.7HT. HOC. 36.7 HT. CMC. 36.2HT. HOC. 36.6 HT. CMC. 36.8 HT. HOC. 47.8 HT. CMC. 46.8 HT. HOC. 47.9 HT. CMC. 47.4 HT. HOC. 36.7 HT. CMC. 39.6HT. HOC. 35.3 HT. CMC. 36.1HT. HOC. 46.7 HT. CMC. 43.9 HT. HOC. 49.4 HT. CMC. 44.7 HT. HOC. 37.7 HT. CMC. 36.2HT. HOC. 38.4 HT. CMC. 38.8HT. HOC. 48.0 HT. CMC. 44.8HT. HOC. 38.0 HT. CMC. 38.4 HT. HOC. 48.8 HT. CMC. 45.9 HT. HOC. 36.6 HT. CMC. 37.8 HT. HOC. 37.4 HT. CMC. 39.8 HT. HOC. 46.9 HT. CMC. 45.8 HT. HOC. 36.9 HT. CMC. 39.4 HT. HOC. 47.5 HT. CMC. 44.8 HT. HOC. 46.8 HT. CMC. 46.2 HT. HOC. 45.8 HT. CMC. 46.9 PARCEL A PARCEL B PARCEL C PARCEL D HT. HOC. 44.8 HT. CMC. 47.5 PARCEL E PARCEL F PARCEL G HT. HOC. 46.3 HT. CMC. 46.2 HT. HOC. 44.6 HT. CMC. 44.9 HT. HOC. 45.1 HT. CMC. 47.4 HT. HOC. 44.0 HT. CMC. 46.9 HT. HOC. 50.1 HT. CMC. 46.8 HT. HOC. 38.8 HT. CMC. 40.6 HT. HOC. 37.4 HT. CMC. 38.5HT. HOC. 37.2 HT. CMC. 38.4HT. HOC. 37.7 HT. CMC. 40.5 HT. HOC. 47.1 HT. CMC. 47.5 HT. HOC. 50.5 HT. CMC. 46.2 HT. HOC. 39.3 HT. CMC. 40.6HT. HOC. 37.9 HT. CMC. 37.8HT. HOC. 37.8 HT. CMC. 36.6HT. HOC. 49.0 HT. CMC. 44.1HT. HOC. 37.0 HT. CMC. 36.7 HT. HOC. 48.7 HT. CMC. 47.0 HT. HOC. 47.4 HT. CMC. 46.6HT. HOC. 36.4 HT. CMC. 37.6 HT. HOC. 37 HT. CMC. 39.5HT. HOC. 47.6 HT. CMC. 45.0 HT. HOC. 48.8 HT. CMC. 45.7 HT. HOC. 37.9 HT. CMC. 37.5HT. HOC. 49.2 HT. CMC. 44.8HT. HOC. 31.1 HT. CMC. 37.7HT. HOC. 37.3 HT. CMC. 36.6 HT. HOC. 38 HT. CMC. 38.6 HT. HOC. 47.6 HT. CMC. 46.9 HT. HOC. 48 HT. CMC. 45.5 HT. HOC. 36.0 HT. CMC. 37.5 HT. HOC. 36 HT. CMC. 37.2 HT. HOC. 46.4 HT. CMC. 45.2 HT. HOC. 45.2 HT. CMC. 47.6HT. HOC. 34.0 HT. CMC. 41.5 HT. HOC. 43.5 HT. CMC. 47.2 HT. HOC. 32.5 HT. CMC. 40.7HT. HOC. 32.0 HT. CMC. 38.6 HT. HOC. 43.4 HT. CMC. 47.4 2 2 3 3 3R 3R 4 4 2R 2R 4R 4R 5 5 5R 5R 6 6 6R 6R 7 7 7R 7R 8 8 8R 8R 9 9 9R 9R 10 10 10R 10R 11 11 1212 1515 1 1 B B A A C C D D EE 13 13 14 14 R4 Residential High/Very High Density P(CG,RES) Commercial/ Office/ Residential 0 25 50 100 A1.00 GENERAL PLANNING APPLICATION CONTEXTUAL PLAN SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL CONTEXTUAL PLAN NOTES: Elevation styles plotted per Architectural Style Plotting sheet and may vary at time of building permit. See Building Height Table for further information. A-A through E-E are Contextual Sections 1-1 through 15-15 are Contextual Elevations HT. H.O.C. = Building Height measured per Heart of the City Specific (H.O.C.) Plan 1.01.030(A) Height - is measured from lowest point along nearest public sidewalk to top of cornice, parapet, or eave line of a peaked roof. Lowest Grade along Stevens Creek Blvd = 258.0 Lowest Grade along Alves Dr = 252.1 Lots North of the central open space reference the Alves sidewalk elevation and lots South reference the Stevens Creek Blvd sidewalk elevation. HT. C.M.C. = Building Height measured per Cupertino Municipal Code Definitions 19.08.030: "Height" means a vertical distance measured parallel to the natural grade to the highest point of exterior construction, exclusive of chimneys, antennas or other appurtenances, except that entry features are measured to the top of the wall plate. Lowest natural grade at the four corners of each proposed building used to calculate height per C.M.C. P. = Pad Elevation FF. = Ground Level Finish Floor Elevation (set to USGS NAVD 88 Vertical datum) EG = Existing Grade Landscape and hardscape shown per landscape drawings. See landscape sheets for further information. Pad elevations, property lines, dimensions, easements, location of street medians, curbs, sidewalks, driveways, parking areas shown per civil drawings. See civil sheets for further information. 2522
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SECTION A-A
P. 256.8
FF. 257.8
P. 257.2
FF. 258.2
P. 257.6
FF. 258.6
P. 257.9
FF. 258.9
P. 258.3
FF. 259.3
P. 258.7
FF. 259.7
P. 259.1
FF. 260.1
P. 255.1
FF. 256.1
P. 254.8
FF. 255.8
P. 254.5
FF. 255.5
P. 255.4
FF. 256.4
HT. HOC. 50.0
HT. CMC. 48.2
HT. HOC. 39.8
HT. CMC. 42.0
HT. HOC. 38.3
HT. CMC. 39.6
HT. HOC. 38.1
HT. CMC. 39.5
HT. HOC. 49.3
HT. CMC. 47.3
HT. HOC. 37.2
HT. CMC. 37.7
HT. HOC. 48.8
HT. CMC. 45.7
HT. HOC. 35.1
HT. CMC. 38.4
HT. HOC. 35
HT. CMC. 38.3
HT. HOC. 45.4
HT. CMC. 47.1
HT. HOC. 47.1
HT. CMC. 46.4
PLAN 2 PLAN 1 PLAN 1 PLAN 2 PLAN 2R PLAN 1R PLAN 2R PLAN 1R PLAN 1R PLAN 1R PLAN 2R 10115 SAICH WAY
APN 326 32 034
20884 ALVES DR
APN 326 31 010

SECTION B-B
P. 256.1
FF. 257.1
P. 256.4
FF. 257.4
P. 256.7
FF. 257.7
P. 257.0
FF. 258.0
P. 257.3
FF. 258.3
P. 257.6
FF. 258.6
P. 255.6
FF. 256.6
P. 255.0
FF. 256.0
P. 255.3
FF. 256.3
P. 255.9
FF. 256.9
HT. HOC. 48.5
HT. CMC. 46.5
HT. HOC. 37.5
HT. CMC. 37.5
HT. HOC. 38.1
HT. CMC. 38.7
HT. HOC. 36.7
HT. CMC. 36.2
HT. HOC. 36.6
HT. CMC. 36.8
HT. HOC. 47.8
HT. CMC. 46.8
HT. HOC. 47.9
HT. CMC. 47.4
HT. HOC. 36.7
HT. CMC. 39.6
HT. HOC. 35.3
HT. CMC. 36.1
HT. HOC. 46.7
HT. CMC. 43.9
PLAN 2
PLAN 1 PLAN 1
PLAN 2
PLAN 1R
PLAN 2R
PLAN 1R PLAN 1R PLAN 1R
PLAN 2R
10100 N STELLING RD
APN 326 31 019
10115 SAICH WAY
APN 326 32 034

SECTION C-C
P. 255.8
FF. 256.8
P. 255.5
FF. 256.5
P. 256.0
FF. 257.0
P. 256.3
FF. 257.3
P. 256.6
FF. 257.6
P. 256.8
FF. 257.8
P. 256.9
FF. 257.9
P. 257.1
FF. 258.1
P. 257.3
FF. 258.3
P. 257.5
FF. 258.5
P. 257.7
FF. 258.7
HT. HOC. 49.4
HT. CMC. 44.7
HT. HOC. 37.7
HT. CMC. 36.2
HT. HOC. 38.4
HT. CMC. 38.8
HT. HOC. 48.0
HT. CMC. 44.8
HT. HOC. 38.0
HT. CMC. 38.4
HT. HOC. 48.8
HT. CMC. 45.9
HT. HOC. 36.6
HT. CMC. 37.8
HT. HOC. 37.4
HT. CMC. 39.8
HT. HOC. 46.9
HT. CMC. 45.8
HT. HOC. 36.9
HT. CMC. 39.4
HT. HOC. 47.5
HT. CMC. 44.8
PLAN 1 PLAN 1
PLAN 2
PLAN 1
PLAN 2 PLAN 2
PLAN 2R
PLAN 2R
PLAN 1R PLAN 1R
PLAN 2R
20955 STEVENS CREEK BLVD
APN 326 31 022
10095 SAICH WAY
APN 326 32 041

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.01
CONTEXTUAL SECTIONS 1
SECTION 1 A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
0 10 20 40 Scale 1" = 20'
0 10 20 40 Scale 1" = 20'
0 10 20 40 Scale 1" = 20'
A
A
B B
C C
4 4
4 4
4 4
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SECTION E-E
P. 257.3
FF. 258.3
HT. HOC. 31.1
HT. CMC. 37.7
P. 257.3
FF. 258.3
HT. HOC. 38.4
HT. CMC. 38.8
P. 258.5
FF. 259.5
HT. HOC. 44.6
HT. CMC. 44.9
P. 258.5
FF. 259.5
HT. HOC. 44.8
HT. CMC. 47.5
P. 260.0
FF. 261.0
HT. HOC. 46.3
HT. CMC. 46.2
P. 260.5
FF. 261.5
HT. HOC. 46.8
HT. CMC. 46.2
8-PLEX-B-R 8-PLEX-B 8-PLEX-B-R 8-PLEX-A-R PLAN 1 PLAN 1R

SECTION D-D
P. 259.0
FF. 260.0
P. 260.0
FF. 261.0
HT. HOC. 46.3
HT. CMC. 46.2
HT. HOC. 45.1
HT. CMC. 47.4
8-PLEX-R 8-PLEX
20955 STEVENS CREEK BLVD
APN 326 31 022
20803 STEVENS CREEK BLVD
APN 326 32 042

SECTION E-E
P. 257.9
FF. 258.9
P. 257.4
FF. 258.4
HT. HOC. 38.1
HT. CMC. 39.5
HT. HOC. 37.4
HT. CMC. 38.5
P. 257.0
FF. 258.0
HT. HOC. 38.1
HT. CMC. 38.7
P. 257.6
FF. 258.6
HT. HOC. 37.8
HT. CMC. 36.6
P. 257.3
FF. 258.3
HT. HOC. 31.1
HT. CMC. 37.7
P. 257.3
FF. 258.3
HT. HOC. 38.4
HT. CMC. 38.8
PLAN 1 PLAN 1R PLAN 1 PLAN 1R PLAN 1 PLAN 1R

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.02
CONTEXTUAL SECTIONS 2
COLOR SCHEME C2 A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
0 10 20 40 Scale 1" = 20' MATCH LINE MATCH LINE
0 10 20 40 Scale 1" = 20' MATCH LINE MATCH LINE
D D
E
E
0 10 20 40 Scale 1" = 20'
4 4
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PROPERTY BOUNDARY
6' H GOOD

NEIGHBOR FENCE

PL PL PL PL PL
PL
PL
FF EL. 257.8 FF EL. 258.2 FF EL. 258.6 FF EL. 258.9 FF EL. 259.3 FF EL. 259.7 FF EL. 260.1 @ E.G.
256.1'
@ E.G.
256.5' @ E.G.
256.7'
@ E.G.
257.1'
@ E.G.
257.4'
@ E.G.
257.6'
@ E.G.
257.9' PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR
FENCE TYP.
20884 ALVES DR
APN 326 31 010

A STREET
10115 SAICH WAY
APN 326 32 034
20884 ALVES DR APN 326 31 010 A STREET PROPERTY BOUNDARY

A STREET
(MAIN ENTRANCE TO SITE

FROM ALVES DR)
PL

PL PL PL
FF EL. 255.5 FF EL. 255.8 FF EL. 256.1 FF EL. 256.4
@ E.G.
255.3'
@ E.G.
255.4'
@ E.G.
255.5' @ E.G.
254.3'

PROPOSED
GRADE SIDEWALK EL. (PER HOC) 252.1
8' H MASONRY WALL
6' H GOOD

NEIGHBOR
FENCE TYP.
10115 SAICH WAY
APN 326 32 034

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 1A
A1.03
CONTEXTUAL ELEVATION 1
ELEVATION 1B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 1A1B A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building.
4 4
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PROPERTY BOUNDARY
@ E.G.
257.9' @ E.G.
257.6' @ E.G.
257.4'
@ E.G.
257.0' @ E.G.
256.7' @ E.G.
256.5'
@ E.G.
256.1' PROPOSED
GRADE
FF EL. 257.8 FF EL. 258.2 FF EL. 258.6 FF EL. 258.9 FF EL. 259.3 FF EL. 259.7 FF EL. 260.1 SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.

PL

PL PL PL PL PL PL
20884 ALVES DR
APN 326 31 010

A STREET PROPERTY BOUNDARY
@ E.G.
255.5'
@ E.G.
255.4' @ E.G.
255.3'
@ E.G.
254.3'

PROPOSED
GRADE
FF EL. 255.8 FF EL. 255.5
A STREET FF EL. 256.4 FF EL. 256.1
SIDEWALK EL. (PER HOC) 252.1
8' H MASONRY WALL
6' H GOOD

NEIGHBOR
FENCE TYP.

PL
PL
PL PL
10115 SAICH WAY
APN 326 32 034

A STREET
20884 ALVES DR APN 326 31 010 10115 SAICH WAY
APN 326 32 034

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.04
CONTEXTUAL ELEVATION 2
ELEVATION 2A
ELEVATION 2B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 2A 2B

KEY MAP (NTS)
N
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
4 4
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A STREET
PL
@ E.G.
254.3'
@ E.G.
255.8'
@ E.G.
257.3'
@ E.G.
257.6'
PL PL
PL
PL PL
@ E.G.
258'
@ E.G.
258.1'

A STREET

G STREET PROPERTY BOUNDARY

PROPOSED
GRADE SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.
10100 N STELLING
APN 326 31 019

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.05
CONTEXTUAL ELEVATION 2R

KEY MAP (NTS)
N
ELEVATION 2R
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
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A STR

G STREET
@ E.G.
254.3'
@ E.G.
255.8'
@ E.G.
257.3'
@ E.G.
257.6'
@ E.G.
258'
@ E.G.
258.1'

A STREET

G STREET PROPERTY BOUNDARY
FF EL. 257.2 FF EL. 257.6 FF EL. 258.4 FF EL. 258.0 FF EL. 258.7 FF EL. 259.1

PROPOSED
GRADE SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.

PL
PL PL
PL
PL PL
10100 N

STELLING RD
APN 326 31 019

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.06
CONTEXTUAL ELEVATION 3

KEY MAP (NTS)
N
ELEVATION 3
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
4 4
2528
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A STREET

G STREET
10115 SAICH WAY
APN 326 32 034
10100 N STELLING RD
APN 326 31 019 A STREET
P

PL PL L PL
FF EL. 256.0 FF EL. 256.3 FF EL. 256.6 FF EL. 256.9
@ E.G.
255.3'
@ E.G.
256.8'
@ E.G.
255.2'
@ E.G.
254.3'

PROPOSED

GRADE PROPERTY BOUNDARY

A STREET
SIDEWALK EL. (PER HOC) 252.1
8' H MASONRY WALL
6' H GOOD

NEIGHBOR
FENCE TYP.
10115 SAICH WAY
APN 326 32 034

G STREET

PL PL PL PL PL PL
FF EL. 257.1 FF EL. 257.4 FF EL. 257.7 FF EL. 258.0 FF EL. 258.7 FF EL. 258.6

PROPOSED
GRADE @ E.G.
255.7'
@ E.G.
258.3'
@ E.G.
259.3' @ E.G.
259.1'
@ E.G.
258.5'
@ E.G.
258.1' PROPERTY BOUNDARY
SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.
10100 N STELLING RD
APN 326 31 019

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 3R-A
A1.07
CONTEXTUAL ELEVATION 3R A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
ELEVATION 3R-B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 3R-B 3R-A
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building.
4 4
4 4
2529
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FF EL. 257.1 FF EL. 257.7 FF EL. 257.4 FF EL. 258.3 FF EL. 258.0 FF EL. 258.6

PROPOSED
GRADE
@ E.G.
255.7'
@ E.G.
258.3'
@ E.G.
259.3' @ E.G.
259.1'
@ E.G.
258.5'
@ E.G.
258.1'

G STREET PROPERTY BOUNDARY
SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR FENCE

PL PL PL PL PL PL
6' H GOOD

NEIGHBOR
FENCE TYP.
10100 N

STELLING RD
APN 326 31 019

A STREET
PL
FF EL. 256.3 FF EL. 256.0
FF EL. 256.9 FF EL. 256.6

PROPOSED
GRADE @ E.G.
255.3'
@ E.G.
256.8'
@ E.G.
255.2'
@ E.G.
254.3' PROPERTY BOUNDARY

A STREET
SIDEWALK EL. (PER HOC) 252.1
8' H MASONRY WALL
PL P
PL L
6' H GOOD

NEIGHBOR
FENCE TYP.
10115 SAICH WAY
APN 326 32 034

A STREET
10115 SAICH WAY
APN 326 32 034
10100 N

STELLING RD
APN 326 31 019

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.08
CONTEXTUAL ELEVATION 4

KEY MAP (NTS)
N
ELEVATION 4A
ELEVATION 4B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 4A 4B NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
4 4
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A STREET
APN 326 31 019 APN 326 32 034 A STREET
@ E.G.
256.9'
@ E.G.
257.3' @ E.G.
257.3'
@ E.G.
254.3' PROPOSED
GRADE
FF EL. 256.6 FF EL. 256.9 FF EL. 257.2 FF EL. 257.5

PL PL PL PL PROPERTY BOUNDARY

A STREET
SIDEWALK EL. (PER HOC) 252.1
8' H MASONRY WALL
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 32 034
PL
@ E.G.
259' @ E.G.
258.5' @ E.G.
259.1' @ E.G. @ E.G. 259.7' 259.7' @ E.G.
259'
@ E.G.
256.4'

PROPOSED
GRADE
FF EL. 257.7 FF EL. 258.0 FF EL. 258.3 FF EL. 258.6 FF EL. 258.9 FF EL. 259.2 FF EL. 259.5

PL PL PL PL PL PL PROPERTY BOUNDARY
SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 31 019

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 4R-A
A1.09
CONTEXTUAL ELEVATION 4R A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
ELEVATION 4R-B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 4R-B 4R-A
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building.
2531
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@ E.G.
259' @ E.G.
258.5' @ E.G.
259.1' @ E.G.
259.7' @ E.G.
259.7' @ E.G.
259'
@ E.G.
256.4'

PROPOSED
GRADE
FF EL. 258.0 FF EL. 257.7 FF EL. 258.3 FF EL. 258.9 FF EL. 258.6 FF EL. 259.2 FF EL. 259.5

PL PL PL PL PL

PL PL PROPERTY BOUNDARY
SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 31 019

A STREET
@ E.G.
256.9'
@ E.G.
257.3' @ E.G.
257.3'
@ E.G. PROPOSED 254.3'
GRADE
FF EL. 256.6 FF EL. 257.2 FF EL. 256.9 FF EL. 257.5

PL PL PL PL PROPERTY BOUNDARY

A STREET

EXISTING PARKING LOT
SIDEWALK EL. (PER HOC) 252.1
8' H MASONRY WALL
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 32 041

A STREET
APN 326 31 019 APN 326 32 041

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.10
CONTEXTUAL ELEVATION 5

KEY MAP (NTS)
N
ELEVATION 5A
ELEVATION 5B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 5A 5B NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
2532
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A STREET
APN 326 31 019 APN 326 32 041 A STREET

A STREET
P

PL PL L PL
@ E.G.
257.3'
@ E.G.
257.2'
@ E.G. @ E.G. 257.3' 257.3' PROPERTY BOUNDARY
EXISTING PARKING LOT FF EL. 256.5 FF EL. 256.8 FF EL. 257.0 FF EL. 257.3

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 252.1
8' H MASONRY WALL
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 32 041

PL PL PL PL P PL L PL
@ E.G.
259.2' @ E.G.
258.8' @ E.G.
259.2' @ E.G. @ E.G. 259.4' 259.2' @ E.G.
259.2'
@ E.G.
256.8' PROPERTY BOUNDARY
FF EL. 257.7 FF EL. 257.9 FF EL. 258.1 FF EL. 258.3 FF EL. 258.5 FF EL. 258.7 FF EL. 268.9

PROPOSED
GRADE SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 31 019

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 5R-A
A1.11
CONTEXTUAL ELEVATION 5R A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
ELEVATION 5R-B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 5R-B 5R-A
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building.
2533
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@ E.G.
259.2' @ E.G.
258.8' @ E.G.
259.2' @ E.G.
259.4' @ E.G.
259.2' @ E.G.
259.2'
@ E.G.
256.8' PROPERTY BOUNDARY
PL

PL PL PL PL PL PL
FF EL. 257.7 FF EL. 258.3 FF EL. 258.1 FF EL. 257.9 FF EL. 258.5 FF EL. 258.7 FF EL. 258.9

PROPOSED
SIDEWALK EL. (PER HOC) 252.1 GRADE
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 31 019

A STREET
PL
@ E.G.
257.3'
@ E.G.
257.2' @ E.G.
257.3'
@ E.G.
257.3' PROPERTY BOUNDARY
PL PL

EXISTING PARKING LOT
FF EL. 256.5 FF EL. 257.3 FF EL. 257.0 FF EL. 256.8

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 252.1
8' H MASONRY WALL
PL
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 32 041
APN 326 31 019 APN 326 32 041

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.12
CONTEXTUAL ELEVATION 6

KEY MAP (NTS)
N
ELEVATION 6A
ELEVATION 6B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 6A 6B NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
2534
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20955 STEVENS CREEK BLVD
APN 326 31 022 APN 326 32 041
@ E.G.
257.5' @ E.G.
257.4' @ E.G.
257.2'
@ E.G.
257.4'
@ E.G.
257.3'
P

PL PL L PL PROPERTY BOUNDARY
EXISTING PARKING LOT FF EL. 256.5 FF EL. 256.8 FF EL. 257.0 FF EL. 257.3 FF EL. 257.6

PROPOSED
SIDEWALK EL. (PER HOC) 252.1 GRADE
8' H MASONRY WALL
6' H GOOD

NEIGHBOR
FENCE TYP.

PL
APN 326 32 041

C STREET
@ E.G.
259.5'
@ E.G.
260' @ E.G. @ E.G. 259.4' 259.3'
@ E.G.
259.4' @ E.G.
257.6'
PL PL
PL PL

PL PL PL PROPERTY BOUNDARY
FF EL. 257.8 FF EL. 257.9 FF EL. 258.1 FF EL. 258.3 FF EL. 258.5 FF EL. 258.7

PROPOSED
GRADE SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.
20955

STEVENS

CREEK BLVD
APN 326 31 022

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 6R-A
A1.13
CONTEXTUAL ELEVATION 6R A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
ELEVATION 6R-B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 6R-B 6R-A
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building.
2535
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C STREET

C STREET
@ E.G.
259.5'
@ E.G.
260' @ E.G.
259.4' @ E.G.
259.3'
@ E.G.
259.4' @ E.G.
257.6' PROPERTY BOUNDARY
PL PL
PL PL
PL PL
FF EL. 258.1 FF EL. 257.9 FF EL. 257.8 FF EL. 258.5 FF EL. 258.3 FF EL. 258.7

PROPOSED
SIDEWALK EL. (PER HOC) 252.1 GRADE
6' H GOOD

NEIGHBOR FENCE
6' H GOOD

NEIGHBOR
FENCE TYP.

PL
20955 STEVENS

CREEK BLVD
APN 326 31 022
@ E.G.
257.5' @ E.G.
257.4' @ E.G.
257.2'
@ E.G.
257.4' @ E.G.
257.3' PROPERTY BOUNDARY

PL PL PL
PL

EXISTING PARKING LOT
FF EL. 257.0 FF EL. 256.8 FF EL. 256.5
FF EL. 257.6 FF EL. 257.3

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 252.1
8' H MASONRY WALL
PL
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 32 041
C STREET 20955 STEVENS CREEK BLVD
APN 326 31 022 APN 326 32 041

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.14
CONTEXTUAL ELEVATION 7

KEY MAP (NTS)
N
ELEVATION 7A
ELEVATION 7B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 7A 7B NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
2536
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C STREET
20955 STEVENS CREEK
BLVD APN 326 31 022 APN 326 32 041
@ E.G.
258.2'
@ E.G.
258.2' @ E.G. @ E.G. 258.3' 258.4'
@ E.G.
258' @ E.G.
256.7'

PL PL PL PROPERTY BOUNDARY

PL PL PL

EXISTING PARKING LOT
FF EL. 258.8 FF EL. 259.1
FF EL. 258.9 FF EL. 259.2 FF EL. 259.5 FF EL. 258.6

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
8' H MASONRY WALL
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 32 041

C STREET

C STREET
@ E.G.
259.4' PROPERTY BOUNDARY
PL
FF EL. 259.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
6' H GOOD

NEIGHBOR FENCE
20955 STEVENS CREEK
BLVD
APN 326 31 022

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 7R-A
A1.15
CONTEXTUAL ELEVATION 7R A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
ELEVATION 7R-B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 7R-B 7R-A
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building.
2537
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C STREET
@ E.G.
259.4' PROPERTY BOUNDARY
FF EL. 259.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
6' H GOOD
NEIGHBOR FENCE 20955 STEVENS CREEK BLVD
APN 326 31 022
@ E.G.
258.2'
@ E.G.
258.2' @ E.G.
258.3' @ E.G.
258.4'
@ E.G.
258' @ E.G.
256.7' PROPERTY BOUNDARY
PL

PL PL PL PL PL

EXISTING PARKING LOT
FF EL. 259.1 FF EL. 258.8 FF EL. 259.5 FF EL. 259.2 FF EL. 258.9 FF EL. 258.6

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
8' H MASONRY WALL
6' H GOOD

NEIGHBOR
FENCE TYP.

APN 326 32 041
20955 STEVENS CREEK BLVD
APN 326 31 022 APN 326 32 041

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.16
CONTEXTUAL ELEVATION 8

KEY MAP (NTS)
N
ELEVATION 8A
ELEVATION 8B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 8A 8B NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
2538
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20955 STEVENS CREEK BLVD
APN 326 31 022 APN 326 32 041
@ E.G.
256.8' PROPERTY BOUNDARY

EXISTING PARKING LOT
FF EL. 258.9

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
8' H MASONRY WALL
APN 326 32 041

E STREET
@ E.G.
257.4' PROPERTY BOUNDARY
FF EL. 259.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
6' H GOOD

NEIGHBOR FENCE
20955 STEVENS CREEK BLVD
APN 326 31 022

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 8R-A
A1.17
CONTEXTUAL ELEVATION 8R A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
ELEVATION 8R-B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 8R-B 8R-A
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building.
2539
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E STREET

E STREET
@ E.G.
257.4' PROPERTY BOUNDARY
FF EL. 259.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
6' H GOOD

NEIGHBOR FENCE
20955 STEVENS CREEK BLVD
APN 326 31 022
@ E.G.
256.8' PROPERTY BOUNDARY

DRIVEWAY

EASEMENT EXISTING

PARKING LOT
FF EL. 258.9

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
8' H MASONRY
WALL
20803 STEVENS CREEK BLVD
APN 326 32 042
20955 STEVENS CREEK BLVD
APN 326 31 022 E STREET
20803 STEVENS CREEK BLVD
APN 326 32 042

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.18
CONTEXTUAL ELEVATION 9

KEY MAP (NTS)
N
ELEVATION 9A
ELEVATION 9B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 9A 9B NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
2540
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20955 STEVENS CREEK BLVD
APN 326 31 022
20803 STEVENS CREEK BLVD
APN 326 32 042
@ E.G.
257.4' PROPERTY BOUNDARY

DRIVEWAY

EASEMENT

EXISTING

PARKING LOT
FF EL. 260.0

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
8' H MASONRY
WALL
20803 STEVENS CREEK BLVD
APN 326 32 042

E STREET

E STREET
@ E.G.
260.3' PROPERTY BOUNDARY
FF EL. 261.0

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
6' H GOOD

NEIGHBOR FENCE
20955 STEVENS

CREEK BLVD
APN 326 31 022

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 9R-A
A1.19
CONTEXTUAL ELEVATION 9R A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
ELEVATION 9R-B MATCH LINE MATCH LINE MATCH LINE MATCH LINE 9R-B 9R-A
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE 2541
CC 04-07-2026 Searchable Packet
2541 of 2882

E STREET

E STREET
@ E.G.
260.3' PROPERTY BOUNDARY
FF EL. 261.0

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
6' H GOOD

NEIGHBOR FENCE
20955 STEVENS CREEK
BLVD
APN 326 31 022
@ E.G.
257.4' PROPERTY BOUNDARY

DRIVEWAY

EASEMENT

EXISTING

PARKING LOT
FF EL. 260.0

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
8' H MASONRY
WALL
20803 STEVENS CREEK BLVD
APN 326 32 042
20955 STEVENS CREEK

BLVD E STREET
APN 326 31 022
20803 STEVENS CREEK BLVD
APN 326 32 042

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.20
CONTEXTUAL ELEVATION 10

KEY MAP (NTS)
N
ELEVATION 10A
ELEVATION 10B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 10A 10B NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
2542
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E STREET 20955 STEVENS CREEK BLVD
APN 326 31 022
20803 STEVENS CREEK BLVD
APN 326 32 042
@ E.G.
259' PROPERTY BOUNDARY

DRIVEWAY

EASEMENT EXISTING

PARKING LOT
FF EL. 260.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
8' H MASONRY
WALL
20803 STEVENS CREEK BLVD
APN 326 32 042

E STREET

E STREET
@ E.G.
260.7' PROPERTY BOUNDARY
FF EL. 261.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
6' H GOOD

NEIGHBOR FENCE
20955 STEVENS

CREEK BLVD
APN 326 31 022

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 10R-A
A1.21
CONTEXTUAL ELEVATION 10R A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
N
ELEVATION 10R-B MATCH LINE MATCH LINE 10R-B 10R-A
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE MATCH LINE MATCH LINE 2543
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2543 of 2882

E STREET
(MAIN ENTRANCE TO SITE

FROM STEVENS CREEK
BLVD)
@ E.G.
260.7' PROPERTY BOUNDARY
FF EL. 261.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
6' H GOOD

NEIGHBOR FENCE
20955 STEVENS CREEK
BLVD
APN 326 31 022 PROPERTY BOUNDARY
@ E.G.
259' EXISTING

PARKING LOT

DRIVEWAY

EASEMENT

EXISTING

STRUCTURE
FF EL. 260.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
8' H MASONRY
WALL
20803 STEVENS CREEK BLVD
APN 326 32 042
20955 STEVENS CREEK
BLVD APN 326 31 022
20803 STEVENS CREEK BLVD
APN 326 32 042

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A1.22
CONTEXTUAL ELEVATION 11

KEY MAP (NTS)
N
ELEVATION 11A
ELEVATION 11B MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 11A 11B NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR
2544
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F STREET H STREET
@ E.G.
257.9'
PL

PL PL PL PL
@ E.G.
258.1'
@ E.G.
258.1'

ALVES DR PROPERTY BOUNDARY
FF EL. 260.1 FF EL. 259.1 FF EL. 258.6

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR
FENCE TYP.

Heat
Pump
Heat
Pump
Heat
Pump

H STREET B STREET

PL PL PL PL PL
@ E.G.
259.0' @ E.G.
259.2'
@ E.G.
259.5'
FF EL. 259.5 FF EL. 258.9 FF EL. 258.7
SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR
FENCE TYP.

PROPOSED
GRADE
Heat
Pump Heat
Pump
Heat
Pump
Heat Pump Heat Pump Heat Pump Heat Pump Heat Pump Heat Pump

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 12A
0 8 16 32 A1.23
CONTEXTUAL ELEVATION 12 (A-B) MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE ELEVATION 12B A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 12A 12B 12B 12C 12C 12D 2545
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K STREET
@ E.G.
260.3'
@ E.G.
260.3'

STEVENS CREEK

BLVD PROPERTY BOUNDARY
FF EL. 261.0
FF EL. 261.5
PROPOSED SIDEWALK EL. (PER HOC) 252.1
GRADE

D STREET
@ E.G.
259.4' @ E.G.
257.4'
FF EL. 259.5 FF EL. 259.5
SIDEWALK EL. (PER HOC) 252.1

PROPOSED
GRADE
Heat Pump Heat Pump Heat Pump Heat Pump Heat Pump Heat Pump

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 12D
0 8 16 32 A1.24
CONTEXTUAL ELEVATION 12 (C-D) MATCH LINE MATCH LINE MATCH LINE MATCH LINE ELEVATION 12C A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 12A 12B 12B 12C 12C 12D 2546
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2546 of 2882

VENS CREEK BOULEVARD

STEVENS CREEK
BLVD

K STREET
@ E.G.
257.4'
@ E.G. @ E.G. 260.3'
260.7' PROPERTY BOUNDARY
FF EL. 261.5 FF EL. 261.0
FF EL. 259.5
SIDEWALK EL. (PER HOC) 258.0

PROPOSED
GRADE

D STREET

D STREET
@ E.G.
257.6'
@ E.G.
259.4'
PL PL
FF EL. 259.5
FF EL. 257.8
SIDEWALK EL. (PER HOC) 252.1
SIDEWALK EL. (PER HOC) 252.1 PROPOSED

GRADE PROPOSED
GRADE

D STREET B STREET B STREET ALVES DRIVED STREET

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 13A
0 8 16 32 A1.25
CONTEXTUAL ELEVATION 13 (A-B) MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE ELEVATION 13B A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 13A 13B 13B 13C 13C 13D 2547
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B STREET

B STREET H STREET
@ E.G.
255.7'
@ E.G.
256.4' @ E.G.
256.8'

PL PL PL PL PL
FF EL. 257.7 FF EL. 257.7 FF EL. 257.1

PROPOSED
GRADE SIDEWALK EL. (PER HOC) 258.0

ALVES DRIVE

F STREET ALVES DR
@ E.G.
256.1'
PL
@ E.G.
255.8'
PL PL
FF EL. 257.2 FF EL. 257.8 PROPERTY BOUNDARY

PROPOSED
GRADE SIDEWALK EL. (PER HOC) 258.0

D STREET B STREET B STREET ALVES DRIVED STREET

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 13C
0 8 16 32 A1.26
CONTEXTUAL ELEVATION 13 (C-D) MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE ELEVATION 13D A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 13A 13B 13B 13C 13C 13D 2548
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ALVES DRIVE

ALVES DR I STREET J STREET
@ E.G.
255.5'
@ E.G.
255.2'

PL PL PL PL PROPERTY BOUNDARY
FF EL. 256.4 FF EL. 256.9

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 252.1

B STREET

B STREET
@ E.G.
257.3'
@ E.G.
257.5'
PL P
PL L
@ E.G.
256.9'
PL PL
FF EL. 257.5 FF EL. 257.3 FF EL. 257.6

PROPOSED
SIDEWALK EL. (PER HOC) 252.1 GRADE

ALVES DRIVE B STREET D STREET

STEVENS CREEK BOULEVARD D STREET

ALVES DRIVE

STEVENS CREEK BOULEVARD

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 14A
0 8 16 32 A1.27
CONTEXTUAL ELEVATION 14 (A-B) MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE ELEVATION 14B A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 14A 14B 14B 14C 14C 14D 2549
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ALVES DRIVE B STREET D STREET

STEVENS CREEK BOULEVARD D STREET

ALVES DRIVE

STEVENS CREEK BOULEVARD

STEVENS CREEK BOULEVARD

STEVENS CREEK
BLVD

L STREET
@ E.G.
257.4'
@ E.G.
259' PROPERTY BOUNDARY
FF EL. 260.0 FF EL. 260.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0

D STREET

D STREET
@ E.G.
258.2'
@ E.G.
256.8'
PL PL
FF EL. 260.1 FF EL. 258.9

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 14C
0 8 16 32 A1.28
CONTEXTUAL ELEVATION 14 (C-D) MATCH LINE MATCH LINE
ELEVATION 14D A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 14A 14B 14B 14C 14C 14D MATCH LINE MATCH LINE MATCH LINE MATCH LINE 2550
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VENS CREEK BOULEVARD

STEVENS CREEK

BLVD L STREET
@ E.G.
256.8'
@ E.G. @ E.G. 257.4'
259' PROPERTY BOUNDARY
FF EL. 260.5 FF EL. 260.0
FF EL. 258.9

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
@ E.G.
257.4'
@ E.G.
256.7'

PL PL PL PL
D STREET FF EL. 258.6
FF EL. 256.5

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 258.0
SIDEWALK EL. (PER HOC) 252.1
6' H GOOD

NEIGHBOR
FENCE TYP.
6' H GOOD

NEIGHBOR
FENCE TYP.

Heat
Pump
Heat
Pump

ALVES DRIVE

STEVENS CREEK BOULEVARD
Heat Pump Heat Pump Heat Pump Heat Pump Heat Pump Heat Pump

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 15A
0 8 16 32 A1.29
CONTEXTUAL ELEVATION 15 (A-B) MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE ELEVATION 15B A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 15A 15B 15B 15C 15C 15D 2551
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@ E.G.
257.3' @ E.G.
257.3'
PL PL
PL
B STREET FF EL. 256.5 FF EL. 256.6 J STREET

PROPOSED
GRADE
6' H GOOD SIDEWALK EL. (PER HOC) 252.1

NEIGHBOR
FENCE TYP.

Heat
Pump
Heat
Pump

ALVES DRIVE

ALVES DR
@ E.G.
254.3'
@ E.G.
258'
PL
PL PL

I STREET PROPERTY BOUNDARY
FF EL. 256.0 FF EL. 255.5
PL

PROPOSED
GRADE
SIDEWALK EL. (PER HOC) 252.1 6' H GOOD

NEIGHBOR
FENCE TYP.

Heat
Pump Heat
Pump

ALVES DRIVE

STEVENS CREEK BOULEVARD
Heat Pump Heat Pump Heat Pump Heat Pump Heat Pump Heat Pump

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
ELEVATION 15C
0 8 16 32 A1.30
CONTEXTUAL ELEVATION 15 (C-D) MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE ELEVATION 15D A STREET

B STREET C STREET

D STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

STEVENS CREEK BLVD

ALVES DR

KEY MAP (NTS)
NOTES:

Spot elevations at Alves Dr and Stevens
Creek Ave sidewalks and natural/existing
grade (E.G.) represent lowest elevation
for measuring building height per building. MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE MATCH LINE 15A 15B 15B 15C 15C 15D 2552
CC 04-07-2026 Searchable Packet
2552 of 2882
Stevens Creek Blvd Alves Dr PARCEL G PARCEL E PARCEL F PARCEL C PARCEL D 8-PLEX-B 8-PLEX-B-R 8-PLEX-B 8-PLEX-A 8-PLEX-A-R 8-PLEX-B-R 8-PLEX-A PARCEL A PARCEL B 1 2 3 4 5 6 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 38 37 36 35 34 33 32 31 30 29 28 39 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 53 52 51 50 61 62 63 64 65 66

A STREET B STREET

C STREET D STREET

E STREET F STREET H STREET
G STREETI STREET J STREET K STREET L STREET TH-1 TH-2 TH-3 TH-4 TH-5 TH-6 TH-7 2C-R 1B-R 1C-R 1A-R 2B-R 1C-R 2A-R (LOT 7) 2A 1B 1C 1A 1B 2C7 8 9 10 11 2C-R (LOT 18) 1A-R 1B-R 1C-R 1A-R 2B-R 2B 1C 1A 2C 2A 1B 1C 1A 2B 1C 2A 2C-R 1A-R 2B-R 1C-R 1A-R 1B-R 2C-R 2A 1B 1C 2B 2C-R 1A-R 1B-R 2A-R 2B 1C 1A 2C 1A 1B 2C 1B 2A 1C-R 1B-R 2C-R 1B-R 2A-R 2B (LOT 60) 2A 1B 2C 1A 1C 2B D STREET B STREET 0 25 50 100 A1.31 CONTEXTUAL ROOF PLANS WITH LOT COVERAGE TABLE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL TYPICAL ROOF PLAN KEY GUTTER ROOF EAVE/RAKE BUILDING FOOTPRINT BELOW ROOF SLOPE DIRECTION LOT LINE Landscape and hardscape shown per landscape drawings. See landscape sheets for further information. Pad elevations, property lines, dimensions, easements, location of street medians, curbs, sidewalks, driveways, parking areas shown per civil drawings. See civil sheets for further information. ROOF COVERAGE NOTES: Roof plans are shown plotted per Architectural Style Plotting Sheet. Elevation style plotting may vary at time of building permit. NO ROOF TOP MECHANICAL EQUIPMENT IS PROPOSED. Heat pumps occur screened at ground level in side yards of single family homes and front and side yard of townhouses. See unit and building plans and architectural details for further information. See separate building roof plan sheets for additional info. RIDGE/VALLEY/HIP DESIGNATION SOLAR PANEL Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. 4:12 4:12 4:12
4:12
4:12
4:12 VALLEY VALLEY
RIDGE RIDGE 1/2":12 FLAT ROOF ROOF DECK 3:12 SCUPPER/DOWNSPOUT FIRE GROUND LADDER ACCESS IN RED WHERE SHOWN CONTEXTUAL ROOF PLANS 1 CONTEXTUAL ROOF PLANS 2 CONTEXTUAL ROOF PLANS 3 CONTEXTUAL ROOF PLANS 4 CONTEXTUAL ROOF PLANS 5 CONTEXTUAL ROOF PLANS 6 CONTEXTUAL ROOF PLANS 7 CONTEXTUAL ROOF PLANS 8 CONTEXTUAL ROOF PLANS 9 CONTEXTUAL ROOF PLANS 10 1"=50' SCALE 2553
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PARCEL E PARCEL C 8-PLEX-B-R 8-PLEX-B PARCEL A
E STREET K STREET TH-4 TH-6
14'-7 1/2"
1'-9 1/2"
1'-7 1/2"
1'-7 1/2"
1'-9 1/2" 9'-9" 7'-9 1/2"12'-9"
15'-11"
15'-11"
15'-11"
15'-11"
14'-7 1/2"
6"
1'-9 1/2"
1'-7 1/2"
1'-9 1/2" 9'-9" 7'-9 1/2"12'-9"
9'-3"
9'-3"
9'-3"
9'-3" 4:12 4:12 4:12 4:12 4:12
10:12 4:12 4:12 4:12 10:12 10:12 RIDGE RIDGE

RIDGEVALLEY VALLEY
10:12
10:12
10:12 RIDGE
RIDGE VALLEY VALLEY R. R. 10:12 10:12 FLAT ROOF 2:12 2:12 RIDGE 1'-6"
eave
1'-6"
eave ROOF TOP DECK 1/2":12 FLAT ROOF 2:12 2:12 1/2":12 RIDGE ROOF TOP DECK 4:12 4:12 4:12 4:12 4:12 10:12 4:12 4:12 4:12 10:12 10:12 RIDGE RIDGE VALLEY

RIDGE VALLEY
10:12
10:12
10:12 RIDGE
RIDGE VALLEY VALLEY R. R. 10:12 10:12 FLAT ROOF 2:12 2:12 RIDGE 1'-6"
eave
1'-6"
eave ROOF TOP DECK 1/2":12 FLAT ROOF 2:12 2:12 1/2":12 RIDGE ROOF TOP DECK 6" 0 4 8 16 A1.32 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 1 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL TYPICAL ROOF PLAN KEY GUTTER ROOF EAVE/RAKE BUILDING FOOTPRINT BELOW ROOF SLOPE DIRECTION LOT LINE Landscape and hardscape shown per landscape drawings. See landscape sheets for further information. Pad elevations, property lines, dimensions, easements, location of street medians, curbs, sidewalks, driveways, parking areas shown per civil drawings. See civil sheets for further information. ROOF COVERAGE NOTES: Roof plans are shown plotted per Architectural Style Plotting Sheet. Elevation style plotting may vary at time of building permit. NO ROOF TOP MECHANICAL EQUIPMENT IS PROPOSED. Heat pumps occur screened at ground level in side yards of single family homes and front and side yard of townhouses. See unit and building plans and architectural details for further information. See separate building roof plan sheets for additional info. RIDGE/VALLEY/HIP DESIGNATION SOLAR PANEL Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. 4:12 4:12 4:12
4:12
4:12
4:12 VALLEY VALLEY
RIDGE RIDGE 1/2":12 FLAT ROOF ROOF DECK 3:12 SCUPPER/DOWNSPOUT FIRE GROUND LADDER ACCESS IN RED WHERE SHOWN 1/8"=1' SCALE 2554
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eave
1'-6"
eave
1'-6" PARCEL F PARCEL D 8-PLEX-A 8-PLEX-B-R PARCEL B
E STREET L STREET TH-5 TH-7
14'-7 1/2"
1'-9 1/2"
1'-7 1/2"
1'-7 1/2"
1'-9 1/2" 7'-9 1/2" 5'-9" 13'-0"
15'-11"
15'-11"
15'-11"
15'-11"
13'-11"
1'-6"
1'-0"
1'-8"
1'-8" 7'-0" 5'-0" 11'-9"
8'-6"
9'-2"
9'-2"
8'-6"
2'-8"
4:12 4:12
4:12 4:12 4:12
4:124:12
4:12 4:12 4:12
4:12 4:12
4:12
4:12
4:12
4:12 RIDGE RIDGE

VALLEY HIP VALLEY VALLEY HIP VALLEY VALLEY
4:12
4:12
4:12
RIDGE
RIDGE

VALLEY HIP VALLEY HIP

RIDGE VALLEY

VALLEY VALLEY
RIDGE
RIDGE
4:12 HIP HIP HIP
RIDGE
4:12 4:12 4:12 HIP 4:12
4:12
4:12
1'-6"
eave
1'-6"
eave
4:12 HIP HIP HIP
RIDGE
4:12 4:12 4:12 HIP FLAT ROOF 1/2":12 FLAT ROOF 1/2":12 ROOF TOP DECK ROOF TOP DECK 4:12 4:12 4:12 4:12 4:12 10:12 4:12 4:12 4:12 10:12 10:12 RIDGE RIDGE

RIDGEVALLEY VALLEY
10:12
10:12
10:12 RIDGE
RIDGE VALLEY VALLEY R. R. 10:12 10:12 FLAT ROOF 2:12 2:12 RIDGE 1'-6"
eave
1'-6"
eave ROOF TOP DECK 1/2":12 FLAT ROOF 2:12 2:12 1/2":12 RIDGE ROOF TOP DECK 0 4 8 16 A1.33 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 2 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL TYPICAL ROOF PLAN KEY GUTTER ROOF EAVE/RAKE BUILDING FOOTPRINT BELOW ROOF SLOPE DIRECTION LOT LINE Landscape and hardscape shown per landscape drawings. See landscape sheets for further information. Pad elevations, property lines, dimensions, easements, location of street medians, curbs, sidewalks, driveways, parking areas shown per civil drawings. See civil sheets for further information. ROOF COVERAGE NOTES: Roof plans are shown plotted per Architectural Style Plotting Sheet. Elevation style plotting may vary at time of building permit. NO ROOF TOP MECHANICAL EQUIPMENT IS PROPOSED. Heat pumps occur screened at ground level in side yards of single family homes and front and side yard of townhouses. See unit and building plans and architectural details for further information. See separate building roof plan sheets for additional info. RIDGE/VALLEY/HIP DESIGNATION SOLAR PANEL Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. 4:12 4:12 4:12
4:12
4:12
4:12 VALLEY VALLEY
RIDGE RIDGE 1/2":12 FLAT ROOF ROOF DECK 3:12 SCUPPER/DOWNSPOUT FIRE GROUND LADDER ACCESS IN RED WHERE SHOWN 1/8"=1' SCALE 2555
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PARCEL E PARCEL C 8-PLEX-B D STREET TH-2
14'-7 1/2"
1'-9 1/2"
1'-7 1/2"
1'-7 1/2"
1'-9 1/2" 9'-9" 7'-9 1/2"12'-9"
9'-3"
9'-3"
9'-3"
9'-3"
6"
6" 4:12 4:12 4:12 4:12 4:12
10:12 4:12 4:12 4:12 10:12 10:12 RIDGE RIDGE
RIDGE
VALLEY
VALLEY
10:12
10:12
10:12 RIDGE
RIDGE
VALLEY
VALLEY R. R. 10:12 10:12 FLAT ROOF 2:12 2:12 RIDGE
1'-6"
eave
1'-6"
eave ROOF TOP DECK 1/2":12 FLAT ROOF 2:12 2:12 1/2":12 RIDGE ROOF TOP DECK eave
1'-6"
eave
1'-6" 3'-4" 2'-6" 2'-6" 3'-4"
eave
2'-0" PARCEL G 8-PLEX-A 61 D STREET TH-1 2A 3'-4" 2'-6" 2'-6" 3'-4" 15'-6" 16'-4" 16'-6" 2'-8"
1'-6"
1'-6"
2'-0"
2'-8"
15'-0" 14'-7"
2'-0"
eave
4:12 4:12
4:12 4:12 4:12
4:124:12
4:12 4:12 4:12
4:12 4:12
4:12
4:12
4:12
4:12 RIDGE RIDGE
VALLEY
HIP
VALLEY

VALLEY HIP
VALLEY
VALLEY
4:12
4:12
4:12
RIDGE
RIDGE
VALLEY
HIP
VALLEY
HIP
RIDGE
VALLEY
VALLEY
VALLEY
RIDGE
RIDGE
4:12 HIP
HIP
HIP
RIDGE
4:12 4:12 4:12
HIP 4:12
4:12
4:12
1'-6"
eave
1'-6"
eave
4:12
HIP
HIP
HIP
RIDGE
4:12 4:12 4:12
HIP FLAT ROOF 1/2":12 FLAT ROOF 1/2":12 ROOF TOP DECK ROOF TOP DECK 4:12
4:12 0 4 8 16 A1.34 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 3 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL TYPICAL ROOF PLAN KEY GUTTER ROOF EAVE/RAKE BUILDING FOOTPRINT BELOW ROOF SLOPE DIRECTION LOT LINE Landscape and hardscape shown per landscape drawings. See landscape sheets for further information. Pad elevations, property lines, dimensions, easements, location of street medians, curbs, sidewalks, driveways, parking areas shown per civil drawings. See civil sheets for further information. ROOF COVERAGE NOTES: Roof plans are shown plotted per Architectural Style Plotting Sheet. Elevation style plotting may vary at time of building permit. NO ROOF TOP MECHANICAL EQUIPMENT IS PROPOSED. Heat pumps occur screened at ground level in side yards of single family homes and front and side yard of townhouses. See unit and building plans and architectural details for further information. See separate building roof plan sheets for additional info. RIDGE/VALLEY/HIP DESIGNATION SOLAR PANEL Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. 4:12 4:12 4:12
4:12
4:12
4:12
VALLEY
VALLEY
RIDGE RIDGE 1/2":12 FLAT ROOF ROOF DECK 3:12 SCUPPER/DOWNSPOUT FIRE GROUND LADDER ACCESS IN RED WHERE SHOWN 1/8"=1' SCALE 2556
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2556 of 2882
eave
1'-6"
eave
1'-6" 3'-4" 3'-4" 2'-6" 3'-6"
5'-6" 2'-6" 3'-4"
eave
2'-0" PARCEL F PARCEL D 8-PLEX-A-R 61 62 63 64 65 66 TH-3 2A 1B 2C 1A 1C 2B 6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0"
6" 3'-4" 7'-10" 3'-4" 8'-0"
6'-4" 3'-4" 3'-4"
6" 3'-4" 3'-4" 2'-6" 3'-6"
5'-6" 2'-6" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4"
6'-10"
6"
6" 2'-6" 3'-6" 3'-6" 2'-2"
5'-6" 3'-4" 3'-4" 2'-6" 3'-4"
6'-0"
6" D STREET 6'-10" 5'-6" 3'-4" 5'-10" 6'-10" 6'-10" 4'-8" 5'-10" 5'-10" 5'-6" 5'-10" 5'-10" 5'-10" 15'-6" 16'-4" 16'-6" 13'-6" 14'-0"
1'-0"
6"
1'-8"
1'-6" 7'-0" 8'-10" 12'-11"
8'-6"
9'-2"
9'-2"
8'-6" 6'-1"
13'-6"
13'-6"
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
6"
2'-8"
4:124:12
4:12 4:12 4:12
4:12 4:12
4:12 4:12 4:12
4:12 4:12
4:12
4:12
4:12
4:12 RIDGE RIDGE
VALLEY
HIP
VALLEY

VALLEY HIP
VALLEY
VALLEY
4:12
4:12
4:12
RIDGE
RIDGE
VALLEY
HIP
VALLEY
HIP
VALLEY
RIDGE
VALLEY
VALLEY
RIDGE
RIDGE
4:12 HIP
HIP
HIP
RIDGE
4:12 4:12
HIP4:12
4:12
4:12 4:12
1'-6"
eave
1'-6"
eave
4:12
HIP
HIP
HIP
RIDGE
4:12 4:12 4:12
HIP FLAT ROOF 1/2":12 FLAT ROOF 1/2":12 ROOF TOP DECK ROOF TOP DECK 4:12
4:12 0 4 8 16 A1.35 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 4 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL TYPICAL ROOF PLAN KEY GUTTER ROOF EAVE/RAKE BUILDING FOOTPRINT BELOW ROOF SLOPE DIRECTION LOT LINE Landscape and hardscape shown per landscape drawings. See landscape sheets for further information. Pad elevations, property lines, dimensions, easements, location of street medians, curbs, sidewalks, driveways, parking areas shown per civil drawings. See civil sheets for further information. ROOF COVERAGE NOTES: Roof plans are shown plotted per Architectural Style Plotting Sheet. Elevation style plotting may vary at time of building permit. NO ROOF TOP MECHANICAL EQUIPMENT IS PROPOSED. Heat pumps occur screened at ground level in side yards of single family homes and front and side yard of townhouses. See unit and building plans and architectural details for further information. See separate building roof plan sheets for additional info. RIDGE/VALLEY/HIP DESIGNATION SOLAR PANEL Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. 4:12 4:12 4:12
4:12
4:12
4:12
VALLEY
VALLEY
RIDGE RIDGE 1/2":12 FLAT ROOF ROOF DECK 3:12 SCUPPER/DOWNSPOUT FIRE GROUND LADDER ACCESS IN RED WHERE SHOWN 1/8"=1' SCALE 2557
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5'-6" 3'-4" 3'-4" 2'-6" 3'-6"
5'-6" 2'-6" 3'-4"
2'-0"
eave 39 40 41 42 43 44 45 60 59 58 57 56 55
C STREET 2C-R 1A-R 2B-R 1C-R 1A-R 1B-R 2C-R 1A 1B 2C 1B 2A 2B (LOT 60) 2'-5" 2'-6" 2'-2" 6" 2'-6" 2'-6" 3'-6" 3'-10" 2'-6" 2'-2"
5'-6"
6" 16'-7" 16'-7"
6'-4" 2'-2"
6'-0" 2'-2"
5'-6"
6'-0" 3'-4"
6'-0"
5'-6"
6'-10"
6'-4"
6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0"
6" 2'-6" 3'-6" 3'-6" 5'-9"
5'-6" 3'-4"
6" 3'-4" 2'-6"
6'-0" 3'-4" 3'-4"
6'-4"
6" 3'-4"
6" 3'-4" 2'-6"
6'-0" 3'-4" 3'-4" 3'-4" 6'-10"
6'-10"
6"
5'-8" 7'-5" 2'-6" 8'-5"
5'-6" 8'-5" 3'-4"
6" 3'-4" 2'-6"
6'-0" 3'-4" 3'-4" 3'-4"
6'-10"
6" 3'-4" 3'-4" 3'-4" 3'-4"
6'-10"
6"
6" 3'-4" 3'-4" 2'-6" 3'-6"
5'-6" 2'-6" 3'-4" B STREET 20'-0" 19'-2" 18'-10" 6'-8"
13'-0"
13'-6"
13'-6" 3'-4" 3'-4"6'-8" 5'-10" 6'-8" 3'-4"6'-10" 7'-2" 5'-10" 13'-6"
13'-6"
13'-6" 3'-4" 5'-6" 5'-10" 5'-10" 2'-2"4'-8" 5'-10" 6'-8" 3'-4" 3'-4" 5'-6" 5'-10" 5'-10" 13'-6"
13'-6"
13'-6"
13'-0"
13'-6"
13'-6" 2'-6" 5'-10" 5'-0" 4'-8" 6'-8" 5'-10" 3'-4" 3'-4"6'-10" 2'-6" 4'-8" 5'-6" 2'-2" 3'-4" 5'-6" 6'-1" 2'-0"
eave
6" 3'-4" 3'-4" 3'-6"
6'-0" 3'-6"
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave 0 4 8 16 A1.36 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 5 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 1/8"=1' SCALE 2558
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46 47 48 49 54 53 52 51 50 B STREET 2B 1C 1A 2C 1C-R 1B-R 2C-R 1B-R 2A-R 6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0" 2'-6"
6'-0"
6" 2'-6" 2'-5" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0" 4'-8"
5'-6"
6" 7'-11" 8'-1" 2'-6"
5'-6"
6'-0"
6'-10"
6" 5'-10" 3'-4" 3'-6"
6'-4" 5'-10" 3'-4"
6" 3'-4" 2'-6"
6'-0" 7'-3" 2'-6" 8'-3" 2'-2"
5'-6"
6"
6" 3'-4" 3'-4" 3'-6"
6'-10" 3'-4" 2'-6"
6" 2'-6" 3'-6"
5'-6" 3'-4" 3'-4" 3'-4" 3'-4"
6'-10"
6" 3'-6" 5'-10" 6'-0" 5'-8" 3'-4" 3'-4" 3'-4" 5'-6" 5'-10" 5'-10" 5'-10" 4'-8" 13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6" 2'-2" 2'-2" 3'-4" 3'-4" 5'-10" 5'-10" 5'-6" 6'-8" 5'-8" 5'-10" 5'-10" 6'-10" 3'-4" 5'-10" 3'-4" 3'-4" 2'-6" 3'-6" 5'-6" 2'-6" 3'-4"
eave
2'-0"
5'-6"
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave 0 4 8 16 A1.37 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 6 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL TYPICAL ROOF PLAN KEY GUTTER ROOF EAVE/RAKE BUILDING FOOTPRINT BELOW ROOF SLOPE DIRECTION LOT LINE Landscape and hardscape shown per landscape drawings. See landscape sheets for further information. Pad elevations, property lines, dimensions, easements, location of street medians, curbs, sidewalks, driveways, parking areas shown per civil drawings. See civil sheets for further information. ROOF COVERAGE NOTES: Roof plans are shown plotted per Architectural Style Plotting Sheet. Elevation style plotting may vary at time of building permit. NO ROOF TOP MECHANICAL EQUIPMENT IS PROPOSED. Heat pumps occur screened at ground level in side yards of single family homes and front and side yard of townhouses. See unit and building plans and architectural details for further information. See separate building roof plan sheets for additional info. RIDGE/VALLEY/HIP DESIGNATION SOLAR PANEL Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. 4:12 4:12 4:12
4:12
4:12
4:12 VALLEY VALLEY
RIDGE RIDGE 1/2":12 FLAT ROOF ROOF DECK 3:12 SCUPPER/DOWNSPOUT FIRE GROUND LADDER ACCESS IN RED WHERE SHOWN 1/8"=1' SCALE 2559
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2559 of 2882
3'-4" 3'-4" 2'-6" 3'-6"
5'-6" 2'-6" 3'-4"
2'-0"
eave 18 19 20 21 22 23 38 37 36 35 34 33 32

A STREET H STREET
G STREET 2C-R (LOT 18) 1A-R 1B-R 1C-R 1A-R 2B-R 2A 1B 1C 1A 2B 1C 2A 6" 14'-1" 2'-6" 15'-1" 2'-2" 2'-2"
5'-6"
6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0" 2'-2" 2'-2"
6'-0" 3'-8"
5'-6" 15'-1"
5'-6" 3'-4"
6'-10" 2'-6"
6'-0" 3'-4"
6'-10"
6" 3'-4" 4'-10" 3'-6"
6'-4" 3'-4" 3'-4"
6" 3'-4" 2'-6"
6'-0" 3'-4" 3'-4" 3'-4" 3'-4"
6'-10"
6" 3'-4"
6" 3'-4" 2'-6"
6'-0"
6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0"
6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0"
1'-9" 9'-4" 3'-4" 2'-6" 9'-6"
5'-6" 2'-6" 3'-4"
6" 3'-4" 5'-10" 5'-0" 3'-4"
5'-6" 5'-0" 5'-10" 3'-4"
6" 3'-4" 2'-6"
6'-0" 3'-4" 3'-4" 3'-4" 3'-4"
6'-10"
6" 3'-4" 3'-4" 3'-6" 3'-4"
6'-4"
6"
6'-0"
6'-0"
5'-6"
6'-4"
6'-0"
6'-10"
5'-6" 3'-4" 5'-10" 6'-0" 5'-10" 5'-2" 5'-6" 3'-4" 5'-10" 5'-10" 6'-8" 2'-6" 4'-8" 5'-0" 5'-10" 3'-4" 5'-10" 5'-10" 5'-6" 3'-4" 3'-4" 6'-8" 5'-10" 6'-8" 5'-10" 13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
14'-6"
13'-6"
13'-6"
13'-6" 2'-6" 4'-8" 4'-8" 5'-10" 6'-8" 5'-10" 3'-4" 5'-10" 3'-4" 5'-6" 2'-6" 4'-8" 5'-0" 5'-10" 3'-4"6'-10" 6'-8" 2'-6" 2'-6" 3'-4" 5'-6" 5'-0" 4'-8" 6'-10" 2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave 0 4 8 16 A1.38 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 7 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 1/8"=1' SCALE 2560
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24 25 26 27 31 30 29 28
A STREET I STREET J STREET 2A 1B 1C 2B 2C-R 1A-R 1B-R 2A-R 6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-2"
10'-0"
6'-0"
6" 8'-2" 3'-4" 8'-4" 2'-6" 2'-6"
6'-0"
6" 5'-10" 3'-4" 5'-0" 3'-6"
9'-6" 5'-0" 5'-10"
6" 2'-6" 3'-6" 4'-8"
5'-6" 3'-4" 3'-4" 3'-4" 3'-4"
10'-10"
6" 3'-4"
6" 8'-2" 8'-4"
10'-4" 3'-4"
6" 3'-4" 2'-6"
6'-0" 3'-4" 3'-4" 3'-4" 3'-4"
6'-10"
6"
6'-4"
6'-0"
5'-6"
13'-6"
13'-6"
13'-6"
13'-6" 3'-4" 3'-4" 6'-10" 5'-10" 5'-6" 5'-10" 5'-2" 5'-10" 13'-6"
13'-6"
13'-6"
13'-6" 3'-4" 6'-10" 5'-10"
22'-6"
23'-10"
23'-0"
23'-4" 3'-4" 5'-10" 6'-8" 6'-8" 5'-10" 5'-10" 3'-4" 3'-4" 2'-6" 3'-6" 5'-6" 2'-6" 3'-4"
eave
2'-0" 5'-0"
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave 0 4 8 16 A1.39 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 8 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL TYPICAL ROOF PLAN KEY GUTTER ROOF EAVE/RAKE BUILDING FOOTPRINT BELOW ROOF SLOPE DIRECTION LOT LINE Landscape and hardscape shown per landscape drawings. See landscape sheets for further information. Pad elevations, property lines, dimensions, easements, location of street medians, curbs, sidewalks, driveways, parking areas shown per civil drawings. See civil sheets for further information. ROOF COVERAGE NOTES: Roof plans are shown plotted per Architectural Style Plotting Sheet. Elevation style plotting may vary at time of building permit. NO ROOF TOP MECHANICAL EQUIPMENT IS PROPOSED. Heat pumps occur screened at ground level in side yards of single family homes and front and side yard of townhouses. See unit and building plans and architectural details for further information. See separate building roof plan sheets for additional info. RIDGE/VALLEY/HIP DESIGNATION SOLAR PANEL Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. 4:12 4:12 4:12
4:12
4:12
4:12 VALLEY VALLEY
RIDGE RIDGE 1/2":12 FLAT ROOF ROOF DECK 3:12 SCUPPER/DOWNSPOUT FIRE GROUND LADDER ACCESS IN RED WHERE SHOWN 1/8"=1' SCALE 2561
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1 2 3 4 5 6 17 16 15 14 13 12 F STREET
G STREET 2C-R 1B-R 1C-R 1A-R 2B-R 1C-R 2A-R (LOT 7) 2A 1B 1C 1A 1B 2C7 6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0"
6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0"
5'-6"
6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0"
1'-9" 8'-7" 2'-6" 2'-2" 9'-7"
5'-6" 2'-2" 2'-2"
6" 3'-4" 6'-4"7'-6" 3'-6"
9'-10" 14'-6" 12'-8"
6" 2'-6" 3'-6" 3'-8"
5'-6" 3'-4"
6" 3'-4" 2'-6"
6'-0" 3'-4" 3'-4" 3'-4"
6'-10"
6" 3'-4" 3'-4" 3'-6" 3'-4"
6'-6"
6" 3'-4"
6" 14'-11" 15'-1"
5'-6" 3'-4" 3'-4" 3'-4"
6'-10"
6" 3'-4"
6" 3'-4" 2'-6"
6'-0" 3'-4" 3'-4" 3'-4" 3'-4"
6'-10"
6" 3'-4" 2'-6" 2'-6" 3'-4" 3'-4" 6'-8" 5'-10" 5'-10" 5'-6" 5'-10" 5'-10" 5'-0" 4'-8" 6'-8" 5'-10" 6'-10" 13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6" 3'-4" 3'-4" 3'-4" 3'-4" 2'-6" 3'-4" 3'-4" 3'-6" 5'-10" 6'-0" 6'-0" 5'-8" 5'-6" 5'-10" 5'-10" 6'-8" 5'-10" 5'-0" 4'-8" 5'-6" 5'-10" 5'-10" 5'-10" 5'-10" 5'-6" 5'-6" 13'-6"
13'-6"
13'-6"
15'-4"
13'-6"
13'-6"
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
1'-6"
2'-0"
eave 0 4 8 16 A1.40 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 9 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 1/8"=1' SCALE 2562
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Alves Dr I STREET 8 9 10 11 2B 1C 1A 2C
6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6" 2'-2"
6'-0"
10'-0"
9'-6"
6" 5'-10" 3'-4"
6'-0" 3'-6" 3'-4"
6" 3'-4" 2'-6"
6'-0" 7'-4" 2'-6" 8'-5" 2'-2"
5'-6"
6"
10'-10"
10'-4" 6'-0" 5'-10"
13'-6"
13'-6"
13'-6"
13'-6" 3'-4" 3'-4" 5'-10" 5'-2" 5'-10" 5'-10" 4'-8"
22'-6"
23'-10"
23'-0"
23'-4" 5'-3"
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave
2'-0"
eave 0 4 8 16 A1.41 GENERAL PLANNING APPLICATION CONTEXTUAL ROOF PLANS 10 SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL TYPICAL ROOF PLAN KEY GUTTER ROOF EAVE/RAKE BUILDING FOOTPRINT BELOW ROOF SLOPE DIRECTION LOT LINE Landscape and hardscape shown per landscape drawings. See landscape sheets for further information. Pad elevations, property lines, dimensions, easements, location of street medians, curbs, sidewalks, driveways, parking areas shown per civil drawings. See civil sheets for further information. ROOF COVERAGE NOTES: Roof plans are shown plotted per Architectural Style Plotting Sheet. Elevation style plotting may vary at time of building permit. NO ROOF TOP MECHANICAL EQUIPMENT IS PROPOSED. Heat pumps occur screened at ground level in side yards of single family homes and front and side yard of townhouses. See unit and building plans and architectural details for further information. See separate building roof plan sheets for additional info. RIDGE/VALLEY/HIP DESIGNATION SOLAR PANEL Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. 4:12 4:12 4:12
4:12
4:12
4:12 VALLEY VALLEY
RIDGE RIDGE 1/2":12 FLAT ROOF ROOF DECK 3:12 SCUPPER/DOWNSPOUT FIRE GROUND LADDER ACCESS IN RED WHERE SHOWN 1/8"=1' SCALE 2563
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GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL

TOWNHOUSES
A2.00

COVER PAGE - TOWNHOUSES
SITE KEY (N.T.S.)
Alves Dr
1 Quasi-Public/
Institutional
Northwest
YMCA
R4
Residential
High/Very
High
Density

P(CG,RES)

P(CG,RES)

P(CG,RES)
Stevens Creek Blvd
1 2564
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Plan 4R
TYP. SCREENED

HEAT PUMP
Level 3
Level 2
Level 1
T.O.Roof
T.O.Plate
FF FF
Lowest elevation @
existing grade
TH-5: ± 257.4
Lowest elevation @ sidewalk
TH-5: ± 258.0
Elevation @ finish floor
TH-5: ± 260.0
TYP. SCREENED

HEAT PUMPS
TYP. SCREENED

HEAT PUMPS
TYP. SCREENED

HEAT PUMPS
* * * * * * * * * * * * * * * *
Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 3 Plan 2R Plan 4

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
5 12
A2.01
8PLEX A RTD FRONT - LEFT ELEVATIONS
TOWNHOUSE-COLOR SCHEME 1
7 1 4 2 8 9 10 'A' MATERIAL LEGEND
1 2
3 4
5 6
7 8
9 10

GABLE END ACCENT

RECESSED DECORATIVE TILE

CEMENT FIBER PANEL AND
TRIM

METAL SECTIONAL GARAGE
DOOR

STUCCO FINISH

VINYL WINDOW SYSTEM

LOW 'S' PROFILE

CONCRETE TILE ROOFING
CORBEL

STUCCO FINISH TRIM

INSET/SURROUND
11 12

METAL GUARDRAIL

WOOD FASCIA BOARD

NOT USED

DOWNWARD DIRECTED

LIGHT FIXTURE
3 HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE

HOC SPECIFIC PLAN

KEY MAP (NTS)
N

BUILDING HEIGHTS

LEFT ELEVATION FRONT ELEVATION

FRONT LEFT PERSPECTIVE
TH-1
TH-5
TH-3
27 34
41 8
23 46
60 66

STEVENS CREEK BLVD

ALVES DR
8PLEX-A
8PLEX-A-R
8PLEX-A
R
R
5 R
*
*
*
NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of
building permit.

See Height Table for grade conditions not shown
on elevations.

See "R" designation on key plan above for reverse
condition of proposed elevations.

H.O.C. = HEART OF THE CITY (SPECIFIC PLAN)
C.M.C. = CUPERTINO MUNICIPAL CODE
= ENHANCED ELEVATION FACING STREET *
= REVERSE/MIRROR CONDITION OF THE

STANDARD PLAN/ELEVATION
Reverse condition is same as that shown in
elevation mirrored about the center of the
building. Location of townhouse building
meter cabinet and enhanced architectural
projection occurs always facing a street.

R
* = EMERGENCY RESCUE

OPENING (EGRESS WINDOW)

REFER TO LANDSCAPE FOR

LADDER PAD LOCATIONS
NOTE: See Building Height table above for grade
condition at other buildings.

Mirror condition of the proposed elevation above
may occur. See "R" designation in key plan above.
4 4
2565
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Level 3 Level 2 Level 1 T.O.Plate FF FF Lowest elevation @ existing grade TH-5: ± 257.4 Lowest elevation @ sidewalk TH-5: ± 258.0 Elevation @ finish floor TH-5: ± 260.0 Plan 4 Plan 2R Plan 3 Plan 1R Plan 1 Plan 3R Plan 2 Plan 4R ** ** ****** ** * * * * ** ** * * * * **** T.O.Roof TYP. SCREENED HEAT PUMP METER CABINET Plan 4 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A2.02 8PLEX A RTD BACK - RIGHT ELEVATIONS TOWNHOUSE-COLOR SCHEME 1 8 9 10 1 3 4 5 9 11 10 12 11 REAR ELEVATION ENHANCED RIGHT ELEVATION REAR RIGHT PERSPECTIVE 'A' MATERIAL LEGEND 12345678910 GABLE END ACCENT RECESSED DECORATIVE TILE CEMENT FIBER PANEL AND TRIM METAL SECTIONAL GARAGE DOOR STUCCO FINISH VINYL WINDOW SYSTEM LOW 'S' PROFILE CONCRETE TILE ROOFING CORBEL STUCCO FINISH TRIM INSET/SURROUND 1112 METAL GUARDRAIL WOOD FASCIA BOARD NOT USED DOWNWARD DIRECTED LIGHT FIXTURE TH-1 TH-5 TH-3 27 34 41 8 23 46 60 66 STEVENS CREEK BLVD ALVES DR 8PLEX-A 8PLEX-A-R 8PLEX-A R R 5R HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE HOC SPECIFIC PLAN KEY MAP (NTS) N BUILDING HEIGHTS * ** NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of building permit. See Height Table for grade conditions not shown on elevations. See "R" designation on key plan above for reverse condition of proposed elevations. H.O.C. = HEART OF THE CITY (SPECIFIC PLAN) C.M.C. = CUPERTINO MUNICIPAL CODE = ENHANCED ELEVATION FACING STREET * = REVERSE/MIRROR CONDITION OF THE STANDARD PLAN/ELEVATION Reverse condition is same as that shown in elevation mirrored about the center of the building. Location of townhouse building meter cabinet and enhanced architectural projection occurs always facing a street. R * * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) REFER TO LANDSCAPE FOR LADDER PAD LOCATIONS NOTE: See Building Height table above for grade condition at other buildings. Mirror condition of the proposed elevation above may occur. See "R" designation in key plan above. 2566
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12 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 4 4 2 2 2 2 4 4 4 4 4 4 4 4 4 4 2 2 4 4 2 2 7 2 2 7 7 7 4 4 2 2 2 2 10 10 6 6 5 5 4 4 5 5 5 2 2 2 11 11 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 2 2 2 4 2 4 4 7 7 7 7 10 10 4 4 5 5 2 2 2 5 5 56 6 11 11 1936.3 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 82 SQ. FT. TOTAL UNTREATED GLAZED AREA 183 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE SIDES 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 3 39.6 19.8 19.8 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 2 13.4 6.8 6.6 SH WINDOW 5 8.6 4.3 4.3 5 43.0 21.5 21.5 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 25.4 12.7 12.7 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 0 0.0 0.0 0.0 FIXED WINDOW 11 6.7 6.7 0.0 2 13.4 13.4 0.0 FIXED WINDOW TOTAL 14 132.0 75.3 56.7 5649.6 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 290 SQ. FT. TOTAL UNTREATED GLAZED AREA 560 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE REAR 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 32 422.4 211.2 211.2 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 6 40.2 20.4 19.8 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.4 12.7 12.7 4 101.6 50.8 50.8 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 2 6.8 6.8 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 FIXED WINDOW TOTAL 44 571.0 289.2 281.8 GLAZED AREA SCHEDULE (SQ. FT.) 5653.9 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 411 SQ. FT. TOTAL UNTREATED GLAZED AREA 560 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE FRONT 1 18.4 10.6 7.8 12 220.8 127.2 93.6 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 26 343.2 171.6 171.6 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 16 107.2 54.4 52.8 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.4 12.7 12.7 4 101.6 50.8 50.8 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 2 6.8 6.8 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 FIXED WINDOW TOTAL 60 779.6 410.8 368.8 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 0 4 8 16 A2.03 8PLEX A RTD-BIRD-SAFE EXHIBIT TOWNHOUSE-COLOR SCHEME 1 LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION REAR ELEVATION 2567
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TYP. SCREENED HEAT PUMP Plan 4R Level 3 Level 2 Level 1 T.O.Roof T.O.Plate FF FF Lowest elevation @ existing grade TH-6: ± 260.7 Lowest elevation @ sidewalk TH-6: ± 258.0 Elevation @ finish floor TH-6: ± 261.5 TYP. SCREENED HEAT PUMPS TYP. SCREENED HEAT PUMPS TYP. SCREENED HEAT PUMPS Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 3 Plan 2R Plan 4 * * * * * * * * * * GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2 10 A2.04 8PLEX B RTD FRONT - LEFT ELEVATIONS TOWNHOUSE-COLOR SCHEME 4 9 1A 1B 7 5 8 'B' MATERIAL LEGEND 1A2345678910 GABLE END WINDOW (OBSCURE INTERIOR) CEMENT FIBER PANEL AND TRIM METAL SECTIONAL GARAGE DOOR STUCCO FINISH VINYL WINDOW SYSTEM ARCHITECTURAL-GRADE COMPOSITION SHINGLE STUCCO FINISH CORNICE STUCCO FINISH TRIM INSET/SURROUND 1B METAL ACCENT ROOFING 1112 METAL GUARDRAIL WOOD FASCIA BOARD NOT USED DOWNWARD DIRECTED LIGHT FIXTURE 4 3 TH-2 TH-4 TH-6 TH-7 27 34 41 8 23 46 60 66 STEVENS CREEK BLVD ALVES DR 8PLEX-B 8PLEX-B-R 8PLEX-B 8PLEX-B-R R R 5R FRONT LEFT PERSPECTIVE HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE HOC SPECIFIC PLAN KEY MAP (NTS) N BUILDING HEIGHTS NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of building permit. See Height Table for grade conditions not shown on elevations. See "R" designation on key plan above for reverse condition of proposed elevations. H.O.C. = HEART OF THE CITY (SPECIFIC PLAN) C.M.C. = CUPERTINO MUNICIPAL CODE = ENHANCED ELEVATION FACING STREET * = REVERSE/MIRROR CONDITION OF THE STANDARD PLAN/ELEVATION Reverse condition is same as that shown in elevation mirrored about the center of the building. Location of townhouse building meter cabinet and enhanced architectural projection occurs always facing a street. R **** LEFT ELEVATION FRONT ELEVATION * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) REFER TO LANDSCAPE FOR LADDER PAD LOCATIONS NOTE: See Building Height table above for grade condition at other buildings. Mirror condition of the proposed elevation above may occur. See "R" designation in key plan above. 4 4 2568
CC 04-07-2026 Searchable Packet
2568 of 2882
Level 3 Level 2 Level 1 T.O.Roof T.O.Plate FF FF Lowest elevation @ existing grade TH-6: ± 260.7 Lowest elevation @ sidewalk TH-6: ± 258.0 Elevation @ finish floor TH-6: ± 261.5 Plan 4 Plan 2R Plan 3 Plan 1R Plan 1 Plan 3R Plan 2 Plan 4R * * * * * * * * * * * * * * * * * * * * * * * * * * * * TYP. SCREENED HEAT PUMPS METER CABINET Plan 4 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A2.05 8PLEX B RTD BACK - RIGHT ELEVATIONS TOWNHOUSE-COLOR SCHEME 4 8 3 1A 9 11 11 5 4 10 10 'B' MATERIAL LEGEND 1A2345678910 GABLE END WINDOW (OBSCURE INTERIOR) CEMENT FIBER PANEL AND TRIM METAL SECTIONAL GARAGE DOOR STUCCO FINISH VINYL WINDOW SYSTEM ARCHITECTURAL-GRADE COMPOSITION SHINGLE STUCCO FINISH CORNICE STUCCO FINISH TRIM INSET/SURROUND 1B METAL ACCENT ROOFING 1112 METAL GUARDRAIL WOOD FASCIA BOARD NOT USED DOWNWARD DIRECTED LIGHT FIXTURE REAR RIGHT PERSPECTIVE TH-2 TH-4 TH-6 TH-7 27 34 41 8 23 46 60 66 STEVENS CREEK BLVD ALVES DR 8PLEX-B 8PLEX-B-R 8PLEX-B 8PLEX-B-R R R 5R HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE HOC SPECIFIC PLAN KEY MAP (NTS) N BUILDING HEIGHTS NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of building permit. See Height Table for grade conditions not shown on elevations. See "R" designation on key plan above for reverse condition of proposed elevations. H.O.C. = HEART OF THE CITY (SPECIFIC PLAN) C.M.C. = CUPERTINO MUNICIPAL CODE = ENHANCED ELEVATION FACING STREET * = REVERSE/MIRROR CONDITION OF THE STANDARD PLAN/ELEVATION Reverse condition is same as that shown in elevation mirrored about the center of the building. Location of townhouse building meter cabinet and enhanced architectural projection occurs always facing a street. R **** ENHANCED RIGHT ELEVATION REAR ELEVATION * * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) REFER TO LANDSCAPE FOR LADDER PAD LOCATIONS NOTE: See Building Height table above for grade condition at other buildings. Mirror condition of the proposed elevation above may occur. See "R" designation in key plan above. 2569
CC 04-07-2026 Searchable Packet
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23 1 1 1 1 1 1 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 4 4 2 2 2 2 4 4 4 4 4 4 4 4 4 4 2 2 4 4 7 7 7 7 4 4 6 6 6 6 6 6 6 6 6 6 6 6 10 10 6 6 5 5 4 4 5 5 5 2 2 2 11 11 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 2 2 4 2 2 2 2 4 2 2 2 4 2 4 4 7 7 7 7 10 10 4 4 5 5 2 2 2 5 5 56 6 11 11 1973.1 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 82 SQ. FT. TOTAL UNTREATED GLAZED AREA 188 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE SIDES 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 3 39.6 19.8 19.8 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 2 13.4 6.8 6.6 SH WINDOW 5 8.6 4.3 4.3 5 43.0 21.5 21.5 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 25.4 12.7 12.7 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 0 0.0 0.0 0.0 FIXED WINDOW 11 6.7 6.7 0.0 3 20.1 20.1 0.0 FIXED WINDOW TOTAL 15 138.7 82.0 56.7 5679.7 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 290 SQ. FT. TOTAL UNTREATED GLAZED AREA 563 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE REAR 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 32 422.4 211.2 211.2 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 6 40.2 20.4 19.8 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.4 12.7 12.7 4 101.6 50.8 50.8 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 2 6.8 6.8 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 FIXED WINDOW TOTAL 44 571.0 289.2 281.8 5668.9 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 425 SQ. FT. TOTAL UNTREATED GLAZED AREA 563 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE FRONT 1 18.4 10.6 7.8 6 110.4 63.6 46.8 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 18 237.6 118.8 118.8 SH WINDOW 3 11.8 5.9 5.9 8 94.4 47.2 47.2 SH WINDOW 4 6.7 3.4 3.3 16 107.2 54.4 52.8 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 12 135.6 82.8 52.8 SH WINDOW W/ TRANSOM 7 25.4 12.7 12.7 4 101.6 50.8 50.8 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 2 6.8 6.8 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 FIXED WINDOW TOTAL 66 793.6 424.4 369.2 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A2.06 8PLEX B RTD BIRD-SAFE EXHIBIT TOWNHOUSE-COLOR SCHEME 4 LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION REAR ELEVATION 2570
CC 04-07-2026 Searchable Packet
2570 of 2882
50'-0" 146'-8" 23'-3" 2" 14'-7" 2" 20'-9" 2" 14'-2" 2" 14'-2" 2" 20'-9" 2" 14'-7" 2" 23'-3" Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 3 Plan 2R Plan 4 19'-6" 2" 18'-4" 17'-0" 2" 17'-11" 2" 17'-11" 2" 17'-0" 2" 18'-4" 2" 19'-6" 50'-0" 1'-0"
11'-3" 16'-7" 22'-2" 13'-11" 12'-7" 6'-5" 5'-7 1/2" 12'-3 1/2" 12'-3 1/2" 5'-7 1/2" 10'-7" 5'-9" 5'-7" 13'-11" 18'-3" 5'-0" 15'-9" 5'-0" 5'-0" 15'-9" 5'-0" 18'-3" 6"
2'-0"
6"
2'-0"
2'-0"
6"
6"
6"
2'-0"
4'-3"
1'-0"
1'-0"
2'-0"
4'-3"
6"
6" 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 146'-8" 23'-3" 2" 14'-7" 2" 20'-9" 2" 14'-2" 2" 14'-2" 2" 20'-9" 2" 14'-7" 2" 23'-3" 48'-0" 2'-0" Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 3 Plan 2R Plan 4 Meter Cabinet 12'-8 1/4" 6'-9 3/4" 2"6'-2 1/2" 12'-1 1/2" 2" 10'-2 1/2" 6'-9 1/2" 2" 6'-0" 11'-11" 2" 11'-11" 6'-0" 2" 6'-9 1/2" 10'-2 1/2" 12'-1 1/2" 6'-2 1/2"2" 6'-9 3/4" 12'-8 1/4" 48'-0" 2'-0" 19'-6" 18'-4" 17'-0" 17'-11" 17'-11" 17'-0" 18'-5" 19'-6" 1'-0" 11'-3" 16'-7" 20'-2"
1'-0"
1'-0"
4'-3"
5'-3"
4'-3"
4'-3"
4'-3"
1'-0"
1'-0" A2.07 8PLEX BUILDING PLANS 3-STORY TOWNHOUSES GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL LEVEL 1 LEVEL 2 0 4 8 16 Scale 1" = 8' 0 4 8 16 Scale 1" = 8' 2571
CC 04-07-2026 Searchable Packet
2571 of 2882
50'-0" 146'-8" 23'-3" 2" 14'-7" 2" 20'-9" 2" 14'-2" 2" 14'-2" 2" 20'-9" 2" 14'-7" 2" 23'-3" Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 3 Plan 2R Plan 4 19'-6" 2" 18'-4" 17'-0" 2" 17'-11" 2" 17'-11" 2" 17'-0" 2" 18'-4" 2" 19'-6" 48'-0" 2'-0" 13'-11" 5'-7" 5'-9" 12'-7" 5'-2" 12'-9" 12'-9" 5'-2" 5'-9" 5'-7" 13'-11" 18'-3" 5'-0" 15'-9" 5'-0" 5'-0" 15'-9" 5'-0" 18'-3" 6"
2'-0"
2'-0"
6"
2'-0"
2'-0"
4'-3"
1'-0"
1'-0"
4'-3"
2'-0"
2'-0" Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 3 Plan 2R Plan 4 Covered Roof Top Deck Covered Roof Top Deck 14'-6 1/2" 11'-5 1/2" 24'-0"
11'-5 1/2" 146'-8" 23'-3" 23'-3" 19'-6" 19'-6"
24'-0" 14'-6 1/2" 4'-4" 3'-7" 2" 18'-4" 18'-4" 2"
24'-0" 8'-1"
11'-7 1/2" 2" 12'-2 1/2" 3'-7" 4'-4"
24'-0" 8'-1"
11'-7 1/2" 2" 12'-2 1/2" 2" 14'-7" 14'-7" 2" Roof Top Deck Roof Top Deck A2.08 8PLEX BUILDING PLANS 3-STORY TOWNHOUSES GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL LEVEL 3 ROOF TOP DECK 0 4 8 16 Scale 1" = 8' 0 4 8 16 Scale 1" = 8' 2572
CC 04-07-2026 Searchable Packet
2572 of 2882
18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 18"X72" Future ESS Space 146'-8" 23'-3" 2" 20'-9" 14'-4" 2" 14'-4" 2" 20'-9" 2" 14'-7" 2" 23'-3" 48'-0" 2'-0" Plan 4 Plan 2R Plan 3 Plan 1R Plan 1 Plan 3R Plan 2 Plan 4R Meter Cabinet 6'-9 3/4" 12'-8 1/4" 2" 6'-9 1/2" 10'-2 1/2" 2" 12'-2 1/2" 6'-2 1/2" 2" 11'-11" 6'-0" 2" 6'-0" 11'-11" 2" 6'-2 1/2" 10'-2 1/2" 6'-9 1/2" 2" 12'-8 1/4" 6'-9 3/4" 48'-0" 2'-0" 19'-6" 18'-5" 17'-0" 17'-11" 17'-11" 17'-0" 18'-4" 19'-6" 1'-0" 11'-3" 16'-7" 20'-2"
1'-0"
1'-0"
4'-3"
5'-3"
4'-3"
4'-3"
4'-3"
1'-0"
1'-0" 2" 14'-7"
50'-0" 146'-8" 23'-3" 2" 14'-7" 2" 20'-9" 2" 14'-2" 2" 14'-2" 2" 20'-9" 2" 14'-7" 2" 23'-3" Plan 4 Plan 2R Plan 3 Plan 1R Plan 1 Plan 3R Plan 2 Plan 4R 19'-6" 2" 18'-4" 2" 17'-0" 2" 17'-11" 2" 17'-11" 2" 17'-0" 18'-4" 2" 19'-6" 50'-0" 1'-0"
11'-3" 16'-7" 22'-2" 13'-11" 5'-7" 5'-9" 10'-7" 5'-7 1/2" 12'-3 1/2" 12'-3 1/2" 5'-7 1/2" 6'-5" 12'-7" 13'-11" 18'-3" 5'-0" 15'-9" 5'-0" 5'-0" 15'-9" 5'-0" 18'-3" 6"
2'-0"
6"
2'-0"
2'-0"
6"
6"
6"
2'-0"
4'-3"
1'-0"
1'-0"
1'-9"
3'-3"
4'-3"
6"
6" A2.09 8PLEX BUILDING PLANS REVERSE 3-STORY TOWNHOUSES GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL LEVEL 1 LEVEL 2 0 4 8 16 Scale 1" = 8' 0 4 8 16 Scale 1" = 8' 2573
CC 04-07-2026 Searchable Packet
2573 of 2882
50'-0" 146'-8" 23'-3" 2" 14'-7" 2" 20'-9" 2" 14'-2" 2" 14'-2" 2" 20'-9" 2" 14'-7" 2" 23'-3" Plan 4 Plan 2R Plan 3 Plan 1R Plan 1 Plan 3R Plan 2 Plan 4R 19'-6" 2" 18'-4" 2" 17'-0" 2" 17'-11" 2" 17'-11" 2" 17'-0" 18'-4" 2" 19'-6" 48'-0" 2'-0" 13'-11" 5'-7" 5'-9" 5'-2" 12'-9" 12'-9" 5'-2" 12'-7" 5'-9" 5'-7" 13'-11" 18'-3" 5'-0" 15'-9" 5'-0" 5'-0" 15'-9" 5'-0" 18'-3" 6"
2'-0"
2'-0"
6"
2'-0"
2'-0"
4'-3"
1'-0"
1'-0"
4'-3"
2'-0"
2'-0" Plan 4 Plan 2R Plan 3 Plan 1R Plan 1 Plan 3R Plan 2 Plan 4R Covered Roof Top Deck Covered Roof Top Deck 14'-6 1/2" 11'-5 1/2" 24'-0"
11'-5 1/2" 146'-8" 23'-3" 23'-3" 19'-6" 19'-6"
24'-0" 14'-6 1/2" 3'-7" 4'-4" 2" 18'-4" 18'-4" 2"
24'-0" 8'-1"
11'-7 1/2" 2" 12'-2 1/2" 4'-4" 3'-7"
24'-0" 8'-1"
11'-7 1/2" 2" 12'-2 1/2" 2" 14'-7" 14'-7" 2" Roof Top Deck Roof Top Deck A2.10 8PLEX BUILDING PLANS REVERSE 3-STORY TOWNHOUSES GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL LEVEL 3 ROOF TOP DECK 0 4 8 16 Scale 1" = 8' 0 4 8 16 Scale 1" = 8' 2574
CC 04-07-2026 Searchable Packet
2574 of 2882
NOTE: Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. No roof mounted mechanical equipment. 4:12 4:12 4:12 4:12 4:12 10:12 4:12 4:12 4:12 10:12 10:12 RIDGE RIDGE

RIDGEVALLEY VALLEY
10:12
10:12
10:12 RIDGE
RIDGE VALLEY VALLEY R. R. 10:12 10:12 FLAT ROOF 2:12 2:12 RIDGE 8B/B-R ROOF COVERAGE: 7476.6 SQ. FT. 1'-6"
eave
1'-6"
eave ROOF TOP DECK 1/2":12 FLAT ROOF 2:12 2:12 1/2":12 RIDGE ROOF TOP DECK 4:124:12
4:12 4:12 4:12
4:12 4:12
4:12 4:12 4:12
4:12 4:12
4:12
4:12
4:12
4:12 RIDGE RIDGE

VALLEY HIP VALLEY VALLEY HIP VALLEY VALLEY
4:12
4:12
4:12
RIDGE
RIDGE

VALLEY HIP VALLEY HIP VALLEY
RIDGE

VALLEY VALLEY
RIDGE
RIDGE NOTE: Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. No roof mounted mechanical equipment. 4:12 HIP HIP HIP
RIDGE
4:12 4:12 HIP4:12
4:12
4:12 4:12 8A/A-R ROOF COVERAGE: 7586.8 SQ. FT.
1'-6"
eave
1'-6"
eave FLAT ROOF ROOF TOP DECK
4:12 1/2":12 HIP HIP HIP
RIDGE
4:12 4:12 4:12HIP FLAT ROOF ROOF TOP DECK 1/2":12
4:12
4:12 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 8PLEX A - STYLE ROOF PLAN 8PLEX B - STYLE ROOF PLAN A2.11 8PLEX ROOF PLANS 3-STORY TOWNHOUSES WITH ROOF TOP DECKS 4:12 ROOF PITCH TYP. 10:12 ACCENT ROOF PITCH TIGHT EAVE, TIGHT RAKE TYP. 4:12 ROOF PITCH TYP. 4:12 ACCENT ROOF PITCH 12" EAVE, TIGHT RAKE TYP. NOTE: REVERSE CONDITION OF ROOF PLANS ARE AN EXACT MIRROR CONDITION OF WHAT IS SHOWN HERE. 0 4 8 16 Scale 1" = 8' 0 4 8 16 Scale 1" = 8' 2575
CC 04-07-2026 Searchable Packet
2575 of 2882
Space
ESS
Future
18"X72" Space
ESS
Future
18"X72" Space
ESS
Future
18"X72" Space
ESS
Future
18"X72"
Space
ESS
Future
18"X72"
Space
ESS
Future
18"X72"
Space
ESS
Future
18"X72"
Space
ESS
Future
18"X72" Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 2R Plan 3 Plan 4 Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 2R Plan 3 Plan 4 Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 2R Plan 3 Plan 4

FLAT ROOF

ROOF TOP DECK
1/2":12

FLAT ROOF

ROOF TOP DECK
1/2":12 UNIT 4R UNIT 2 UNIT 3R UNIT 1 UNIT 1R UNIT 3 UNIT 2R UNIT 4 FOYER GARAGE BTH 3DINING PRIMARY BATH KITCHEN GARAGE FOYER KITCHEN PRIMARY BATH BTH 3 DINING PRIMARY BATH W.I.C. BTH 3 GARAGE FOYER DINING PRIMARY BATH KITCHEN FOYER GARAGE KITCHEN PRIMARY BATH BTH 3 DINING W.I.C. PRIMARY BATH RTD RTD ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC FAU4'-0" 9 3/4" 3'-1"FAU4'-0"
3'-1"FAU4'-0"
3'-1"FAU4'-0"
3'-1"FAU4'-0"
9 3/4" 3'-1"FAU4'-0"
9 3/4" 3'-1" A2.12 8PLEX LONG SECTION TOWNHOUSE 'B' STYLE SHOWN GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL FIRST FLOOR SECOND FLOOR THIRD FLOOR 8-PLEX LONGITUDINAL SECTION 11 11 11 1- ROOF TOP DECK 11 0 4 8 12 Scale 3/16" = 1' 0 8 16 32 Scale 1" = 16' 8-PLEX KEY PLANS 11 ROOF 2576
CC 04-07-2026 Searchable Packet
2576 of 2882
Space
ESS
Future
18"X72"
Space
ESS
Future
18"X72"
Space
ESS
Future
18"X72"
Space
ESS
Future
18"X72" Space
ESS
Future
18"X72" Space
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18"X72" Space
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18"X72" Space
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18"X72" Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 2R Plan 3 Plan 4 Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 2R Plan 3 Plan 4 Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 2R Plan 3 Plan 4 1'-6" eave 1'-6" eave UNIT 4R UNIT 2 UNIT 3R UNIT 1 UNIT 1R UNIT 3 UNIT 2R UNIT 4 FOYER GARAGE BTH 3DINING PRIMARY BATH KITCHEN GARAGE FOYER KITCHEN PRIMARY BATH BTH 3 DINING PRIMARY BATH W.I.C. BTH 3 GARAGE FOYER DINING PRIMARY BATH KITCHEN FOYER GARAGE KITCHEN PRIMARY BATH BTH 3 DINING W.I.C. PRIMARY BATH RTD RTD ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC ATTIC FAU4'-0" 9 3/4" 3'-1"FAU4'-0"
3'-1"FAU4'-0"
3'-1"FAU4'-0"
3'-1"FAU4'-0"
9 3/4" 3'-1"FAU4'-0"
9 3/4" 3'-1" A2.13 8PLEX REVERSE LONG SECTION TOWNHOUSE 'B' STYLE SHOWN GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL FIRST FLOOR SECOND FLOOR THIRD FLOOR 8-PLEX R LONGITUDINAL SECTION 11 11 11 1- ROOF TOP DECK 11 0 4 8 12 Scale 3/16" = 1' 0 8 16 32 Scale 1" = 16' 8-PLEX KEY PLANS 'A' ROOF 11 2577
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GARAGE DECK GREAT ROOM DINING BEDROOM 3 ATTIC PRIMARY BEDROOM BEDROOM 2 KITCHEN BATH 3 LAUN EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 6'-8" EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 8'-2" 75° EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS * * 75° 75° FAU 10'-0" 3'-1" 9 3/4"
Space
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18"X72" Space
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18"X72" Space
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18"X72" Space
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18"X72"

FLAT ROOF

ROOF TOP DECK
1/2":12

FLAT ROOF

ROOF TOP DECK
1/2":12 FLEX GARAGE DECK GREAT ROOM DINING BEDROOM 3 ATTIC PRIMARY BEDROOM PBA BEDROOM 2 KITCHEN BATH 3 LAUN BATH 2 EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 6'-8" 75° EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 75° EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS * ** MAX FF TO SPOT GRADE DROP OF 1'-4" TO ACHIEVE 31' BLDG HEIGHT TO TOP OF FASCIA @ EAVE. 75° 8'-8" 12'-4 1/2" 75° FAU 10'-0" 9 3/4" 3'-1" A2.14 8PLEX UNIT 1-2 CROSS SECTIONS TOWNHOUSE 'B' STYLE SHOWN GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL FIRST FLOOR UNIT 1 SECTION SECOND FLOOR THIRD FLOOR UNIT 2 SECTION 2 (U2) 1 (U1) 21 2- 1- ROOF TOP DECK 0 4 8 12 Scale 3/16" = 1' 0 4 8 12 Scale 3/16" = 1' *** *** *** * * * ** * ** * **** ROOF 0 8 16 32 Scale 1" = 16' 8-PLEX KEY PLANS * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) 2578
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PORCH HALL GARAGE PANTRY KITCHEN DINING GREAT ROOM DECK ATTIC PRIMARY BEDROOM PBA HALL BEDROOM 2 75° EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 4'-6" 75° EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 8'-8" * * 12'-4 1/2" 75° MAX FF TO SPOT GRADE DROP OF 1'-4" TO ACHIEVE 31' BLDG HEIGHT TO TOP OF FASCIA @ EAVE. FAU 10'-0" 3'-1" 9 3/4" PORCH GARAGE PANTRY KITCHEN GREAT ROOM DECK ATTIC HALL BEDROOM 2 FOYER W.I.C. ATTIC ATTIC EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 8'-2" * 75° Space
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18"X72" Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 2R Plan 3 Plan 4 Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 2R Plan 3 Plan 4 Plan 4R Plan 2 Plan 3R Plan 1 Plan 1R Plan 2R Plan 3 Plan 4

FLAT ROOF

ROOF TOP DECK
1/2":12

FLAT ROOF

ROOF TOP DECK
1/2":12 A2.15 8PLEX UNIT 3-4 CROSS SECTIONS TOWNHOUSE 'B' STYLE SHOWN GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL UNIT 4 SECTION UNIT 3 SECTION 2 (U4) 1 (U3) 21 0 4 8 12 Scale 3/16" = 1' 2- 0 4 8 12 Scale 3/16" = 1' 1- *** *** *** * * ** * ** * **** FIRST FLOOR SECOND FLOOR THIRD FLOOR ROOF TOP DECK 0 8 16 32 Scale 1" = 16' 8-PLEX KEY PLANS * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) * * ROOF 2579
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46'-9" 35'-1" 15'-9" 2" 14'-2"
45'-9" 35'-1" 17'-0" Plan 3 2" 17'-11" Plan 1
46'-9"
1'-0" W.I.C. 16'-3" l.f. Primary Bedroom 16'-5" x 12'-9" Primary Bath Laund. Bedroom 2 13'-5" x 11'- 8" Bath2 Primary Bath Primary Bedroom 12'- 0" x 12'- 0" Bedroom 2 11'- 3" x 11'- 0"Bath 2 5'-0" Laund. Third Floor Plan 1: 680 s.f. Plan 3: 782 s.f. 42" x 60" DN
17R DN17R linen low linen 42" x 60" W.I.C. 11'-11" l.f. attic access attic access Great Room 13'-3" x 12'-8" Kitchen 35'-1" 15'-9" 2" 14'-2"Deck 10'-2" x 6'-0" 61 SQ. FT. Pdr 47'-9"
46'-9" 1'-0"
47'-9"
2'-0" 45'-9" 35'-1" 17'-0" Plan 3 2" 17'-11" Plan 1 Dining Room 12'-4" x 12'- 2" Great Room 15'-0" x 12'-5" Kitchen Deck 15'- 0" x 6'- 6" 98 SQ. FT. W.I. Pantry Office 6'-0" 3'-4" 7'-1" 6'-0" 4'-4" 5'-0" Bedroom 3 11'- 3" x 10'- 0" Bath3 Office Second Floor Plan 1: 638 s.f. Plan 3: 711 s.f. DN 17R UP 17R DN 17RUP 17R 18"X72" Future ESS Space 18"X72" Future ESS Space 20'-9" 14'-2" 44'-9" 35'-1" 35'-1" 17'-0" Plan 3 17'-11" Plan 1
49'-0"
43'-9"
Garage 20'-2" x 20'-4" min. 20'-0" x 20'-0" required Garage 13'-7" x 43'-10" min. 10'-0" x 40'-0" required Bedroom 3 10'-3" x 10'-0" Bath 3 recycle
trash
compost WH WH recycle trash compost
2'-0"
2'-0" AC ACFirst Floor Plan 1: 62 SQ. FT. Plan 3: 295 SQ. FT. UP 17R UP 17R 5'-3" OPTIONAL CEILING MOUNT BICYCLE RACK ABOVE TRASH. STORAGE ASSIST MECHANISM BY RAD CYCLE OR EQUAL. Entry Entry 4'-3" A2.16 UNIT PLANS 1 AND 3 3-STORY TOWNHOUSE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL Plan 1 Floor Plan 3 Bedroom + 3 Bath 1,380 s.f.(net) Plan 3 Floor Plan 3 Bedroom + 3.5 Bath 1,788 s.f.(net) 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' NOTE: ALL AC UNITS TO COMPLY WITH C.M.C. CHAPTER 10.48: COMMMUNITY NOISE CONTROL FOR ACCESSORY STRUCTURES AND NOISE GENERATION 2580
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Second Floor Plan 2: 699 s.f. Plan 4: 874 s.f. DN 17R UP 17R DN 17R UP 17R Great Room 13'-8" x 18'-6" Kitchen 38'-0" 18'-3" 2" 14'-7"Deck 11'-10" x 6'-3" 74 SQ. FT. Pdr 50'-0"
50'-0" 38'-0" 19'-6" PLAN 4 2" 18'-4" PLAN 2 Dining Room 14'-8" x 15'- 1" Great Room 17'-4" x 12'-5" Kitchen Deck 17'- 4" x 6'- 6" 113 SQ. FT. Office 5'-0" pantry Office W Bedroom 3 11'-8" x 10'- 0" Bath3 18"X72" Future ESS Space 18"X72" Future ESS Space 23'-3" 14'-7" 48'-0" 38'-0" 38'-0" 19'-6" PLAN 4 18'-4" PLAN 2
48'-0" AC AC Garage min. 20'-0" x 20'-0" required Garage min. 10'-0" x 40'-0" required Bedroom 4 10'-10" x 10'-8" Bath3 UP 17R UP 17R recycle
trash
compost WH WH recycle trash compost
2'-0"
2'-0" Entry Entry 2" 2"
2'-0" Flex 11'-10" x 6'-3" First Floor Plan 2: 168 s.f. Plan 4: 439 s.f. COATS w.i.c.

METER CABINET AS OCCURS PER SITE
AREA ADDED TO GARAGE WHEN NO CABINET OPTIONAL CEILING MOUNT BICYCLE RACK ABOVE TRASH. STORAGE ASSIST MECHANISM BY RAD CYCLE OR EQUAL. 42" x 60" Primary BathLaund. Bedroom 2 12'-2" x 11'- 0" Bath2 Third Floor Plan 4 with Roof Top Deck Plan 2: 740 SQ. FT. Plan 4: 956 SQ. FT. 38'-0" 23'-3" 19'-6" PLAN 4 50'-0" Primary Bedroom 13'-0" x 14'-1"
DN
17R linen UP 19RW.I.C. 19'-0" l.f. Bedroom 3 10'-0" x 10'- 6" DN17R 2" 14'-7" 38'-0" 2" 18'-4" PLAN 2 attic access attic access 42" x 60" 50'-0" Primary Bath Primary Bedroom 11'- 10" x 13'- 11" Bath 2 W.I.C. 12'-0" l.f. Laund. Bedroom 2 14'-0" x 11'- 0" linen 42" x 60" Primary Bath Primary Bedroom 11'- 10" x 13'- 11" Bath 2 W.I.C. 12'-0" l.f. Laund. Bedroom 2 14'-0" x 11'- 0" linen A2.17 UNIT PLANS 2 AND 4 3-STORY TOWNHOUSE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL Plan 2 Floor Plan 3 Bedroom + 3 Bath 1,607 s.f.(net) Plan 4 w/RTD Floor Plan 4 Bedroom + 3.5 Bath 2,329 s.f.(net) 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' NOTE: ALL AC UNITS TO COMPLY WITH C.M.C. CHAPTER 10.48: COMMMUNITY NOISE CONTROL FOR ACCESSORY STRUCTURES AND NOISE GENERATION 2581
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Plan 4 Roof Top Deck Plan 4: 62 SQ. FT. Covered Roof Deck 14'-8" x 23'-1" 345 SQ. FT.

DN
19R 8'-1"
50'-0"
11'-512" 24'-0" 14'-612" 15'-2" 4'-4" 3'-9" Mech Roof Deck 13'-0" x 14'-1" 183 SQ. FT. Total Deck Area 529 SQ. FT. attic access 18"X72" Future ESS Space 23'-3" 19'-6" PLAN 4 48'-0" AC Garage min. 20'-0" x 20'-0" required Bedroom 4 10'-10" x 10'-8" Bath3 UP 17R recycle
trash
compost WH
2'-0" Entry 2"
2'-0" First Floor Plan 4 Alt Ground Floor Accessible COATS w.i.c. 5'-6 1/2" 5'-6 1/2"

METER CABINET AS OCCURS PER SITE
AREA ADDED TO GARAGE WHEN NO CABINET 3'-0" ACCESSIBLE PATH A2.18 UNIT PLAN 4 3-STORY TOWNHOUSE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL Plan 4 w/RTD Floor Plan 4 Bedroom + 3.5 Bath 2,329 s.f.(net) 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' NOTE: ALL AC UNITS TO COMPLY WITH C.M.C. CHAPTER 10.48: COMMMUNITY NOISE CONTROL FOR ACCESSORY STRUCTURES AND NOISE GENERATION 2582
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1. RECESSED WINDOW DETAIL HEAD SILL JAMB FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT STUD WALL - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED 4 1/2" NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW STUD WALL - SSD INTERIOR FINISH FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SHEATHING - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED SHEATHING - SSD HEADER PER STRUCTURAL STUD WALL - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW W.R.B. O/ S.A.F. O/ HEAD FLASHING W/ CLOSED ENDS O/ S.A.F. O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT 2" 4" MAX SHEATHING - SSD LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW 4 1/2" 4 1/2" FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SL LAP S.A.F. O/ W.R.B. PLACE BOND BREAKER TAPE OVER ALL SHEET METAL HORIZONTAL SURFACE INTENDED TO DRAIN WATER FROM BEHIND STUCCO DRIP SCREED - 1/2" MIN DRIP EDGE LAP W.R.B O/ S.A.F. O/ DRIP SCREED 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. STUCCO O/ SHAPED E.P.S. FOAM TRIM 4 1/2" 1/2" 1" 1" 2" 6 1/4"
2" 1" 1" 2 1/4" 2. ACCENT WINDOW DETAIL HEADER, SSD INTERIOR FINISH INTERIOR FINISH LAP W.R.B. O/ S.A.F. O/ HEAD FLASHING, TYP. W.R.B. O/ S.A.F. O/ NAILING FLANGE O/ FLASHING. 2X4 FIBER CEMENT TRIM 2X4 FIBER CEMENT TRIM 3/16" SEALANT, TYP. FACTORY FINISHED WINDOW AS SCHEDULED OR NOTED SET IN CONTINUOUS SEALANT 2X4 FIBER CEMENT TRIM SEALANT INTERIOR FINISH HEADJAMB SILL SL 3/16" SL STUCCO J-MOULD GSM "Z" FLASHING W/ CLOSED ENDS O/ S.A.F. NAILING FLANGE EXTERIOR SHEATHING AND FRAMING EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DRAWINGS. EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DRAWINGS. MANUF. FACTORY FINISHED WINDOW. SET IN CONTINUOUS SEALANT, TYP. MANUF. FACTORY FINISHED WINDOW AS SCHEDULED FIXED OR SLIDER WHERE INDICATED. SET IN CONTINUOUS SEALANT, TYP. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 4 1/2" 1/2" 1" 1" 2" 6 1/4"
2" 1" 1" 2 1/4" SL STUCCO O/ SHAPED EPS FOAM TRIM 3. DECK GUARDRAIL-FACE MOUNT SEAMLESS ALUMINUM PREFINISHED FASCIA GUTTER SEE ROOF PLAN EDGE DRIP METAL EAVE RISER W/ WEEP HOLES PER ROOF TILE MFGR. MIN. (2) LAYERS 30# ROOF FELT LAP OVER EAVE RISER CONC. S-TILE - INSTALL PER MFGR. RECOMMENDATIONS 2x8 RESAWN FASCIA RESAWN STARTER BD. PRIME AND PAINT WALL SHTG - S.S.D. BATTENS PER TILE MFGR. ROOF SHT'G. - S.S.D. 2X8 RESAWN BARGE BD. (2) LAYERS MIN 30 # ROOF FELT. TURN FELT 1" MIN. DOWN RAKE EDGE - VERIFY WITH MANUF. CONC. S-TILE O/ BATTENS- INSTALL PER MFGR. RECOMMENDATIONS 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. WALL SHT'G. - S.S.D. SEALANT OR MORTAR RAKE TILEPROVIDE 2X4 CRIPPLERS @ 24" O.C. FOR EXTERIOR FINISH SUPPORT @ RAKE ENDS OR GABLE END TRUSS TURN DOWN UNDERLAYMENT 1" OVER FASCIA3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. 4. EAVE - CONC. S-TILE 3. TIGHT RAKE - CONC. S-TILE2" RECESS IN STUCCO 1'-0" 1'-6" 6X6 DECO TILE 5. RECESSED TILE DETAIL A2.19 ARCHITECTURAL DETAILS - A STYLE 'A' SPANISH STYLE TOWNHOUSE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 24351 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 2583
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W.R.B. SHEATHING MAY OCCUR, SSD 1X4 FIBER CEMENT TRIM 2X2 WOOD CORNER KEY PER PLAN 1X9 FIBER CEMENT TRIM 1X9 FIBER CEMENT TRIM COMPATIBLE SEALANT WALL FRAMING, SSD 3-COAT EXTERIOR PLASTER O/ WIRE LATH O/ W.R.B. SMOOTH FIBER CEMENT PANEL O/ W.R.B. O/ S.A.F. 2. SIDING @ OVERHANGWALL FRAMING, SSD 1 X 9 FIBER CEMENT TRIM 1/2" FRAMING PER STRUCTURAL DRAWINGS FIBER CEMENT PANEL O/ W.R.B. 1 X 2 WOOD TRIM AT PANEL EDGES COMPATIBLE SEALANT FIBER CEMENT PANEL O/ W.R.B. OVER GSM FLASHING AND S.A.F. 3/4" X 3/4" ALUMINUM VERTICAL RAILS - WELDED TO POSTS LIV. UNIT F.F. ELEV. 42" MIN. TALL GUARDRAIL
(N.T.S.)

FROM SHEATHING
5 1/2" 5" SUBSTRATE SLOPE NOTE: AT NO POINT SHOULD A 4" DIAMETER SPHERE BE ALLOWED TO PASS THROUGH. 3 3/4"1 1/2" 1 1/2" X 1 1/2" ALUMINUM TUBE - WELD TO SUPPORT POSTS - RETURN TO WALL AT ENDS ROUND EDGES AND GRIND SMOOTH PRE DRILL FOR 12" LAG SCREW FASTENERS W/ MIN. 4.5" MIN. EMBEDMENT INTO SOLID WOOD. FILL WITH RAINBUSTER SEALANT PRIOR TO INSTALLING FASTENER S.S.D. 1/2" 1 1/2" X 1 1/2" ALUMINUM TUBE - WELD TO SUPPORT POSTS - RETURN TO WALL AT ENDS ROUND EDGES AND GRIND SMOOTH WALL BEYOND 1 1/2" 3" 5 3/4" 4 1/4" EXTERIOR STUCCO (2) LAYERS BUILDING PAPER SELF ADHESIVE FLASHING 3/8" MIN. - 1/2" MAX. SEALANT OVER BACKER GSM COLLAR SOLDERED (2) LAYERS OF BUILDING PAPER FILL GAP WITH MANUF. APPROVED MATERIALS IF GAP BETWEEN SHEATHING AND PENETRATION EXCEEDING THE WIDTH ALLOWED GSM COLLAR SOLDERED (2) LAYERS BUILDING PAPER SELF-ADHESIVE, SELF-HEALING FLASHING PENETRATION BOX VENT HOOD. PAINT TO MATCH ADJACENT MATERIAL/COLOR. BASE AC CONDENSER BEYOND TO BE SHIELDED FROM PEDESTRIAN VIEW 5 1/2" 1" X 3 1/2" FIBER CEMENT @ 5 1/2" O.C. EXTERIOR WALL 10" 10" 3" 3 1/2" 3 1/2"
R1'-6 1/8"
R1'-6 1/8" E.P.S. FOAM CORBEL AT SOFFIT W/ STUCCO FINISH COAT OVER - SEE ELEVATIONS 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. 1. EDGE MOUNTED RAIL AC CONDENSER SHIELDED FROM PEDESTRIAN VIEW AC CONCRETE PAD 1" X 3 1/2" FIBER CEMENT @ 5 1/2" O.C. EXTERIOR WALL GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2314 A2.20 ARCHITECTURAL DETAILS - A STYLE 'A' SPANISH STYLE TOWNHOUSE 3. SIDING OUTSIDE CORNER 4. SOFFIT CORBEL PROFILE 5. CONDENSER SCREEN TYP. 6. CONDENSER SCREEN SECTION TYP. 7. PENETRATION - SHEET METAL COLLAR TYP. 0 2 4 8 Scale: 1/4" = 1'-0" LEFT ELEVATION 2584
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1. RECESSED WINDOW @ STUCCO HEAD SILL JAMB FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT STUD WALL - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED 4 1/2" NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW STUD WALL - SSD INTERIOR FINISH FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SHEATHING - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED SHEATHING - SSD HEADER PER STRUCTURAL STUD WALL - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW W.R.B. O/ S.A.F. O/ HEAD FLASHING W/ CLOSED ENDS O/ S.A.F. O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT 2" 4" MAX SHEATHING - SSD LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW 4 1/2" 4 1/2" FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SL LAP S.A.F. O/ W.R.B. PLACE BOND BREAKER TAPE OVER ALL SHEET METAL HORIZONTAL SURFACE INTENDED TO DRAIN WATER FROM BEHIND STUCCO DRIP SCREED - 1/2" MIN DRIP EDGE LAP W.R.B O/ S.A.F. O/ DRIP SCREED 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. SHAPED E.P.S. FOAM TRIM 2X4 E.P.S. FOAM TRIM PER ELEVATIONS 1" 1 1/4" EXTERIOR SHEATHING AND FRAMING, SDD. 2X10 FASCIA BOARD O/ P.T.D.F. NAILER 2X6 FASCIA BOARD BACKER ROD AND CONTINUOUS COMPATIBLE SEALANT AT STUCCO J-MOLD 3-COAT STUCCO SYSTEM O/ W.R.B. W.R.B. ROOF UNDERLAYMENT COMPOSITE SHINGLE/STANDING SEEM METAL ROOFING 2X4 FLATS @ 24" O.C. RETURN (2) TRUSS BAYS 2X STUCCO KEYGSM FLASHING - HEMMED DRIP EDGE SEAMLESS ALUMINUM PREFINISHED FASCIA GUTTER GSM FLASHING - HEMMED DRIP EDGE ROOF UNDERLAYMENT COMPOSITE SHINGLE/STANDING SEAM METAL ROOFING 12" S.A.F. NEOPRENE WASHER SCREW EXTERIOR SHEATHING AND FRAMING, SDD. 2X8 FASCIA BOARD BACKER ROD AND CONTINUOUS COMPATIBLE SEALANT AT STUCCO J-MOLD 3-COAT STUCCO SYSTEM O/ W.R.B. W.R.B. 4. TIGHT EAVE DETAIL ROOF SHEATHING - S.S.D. 3. TIGHT RAKE DETAIL 2. WINDOW @ CEMENT BOARD HEADER, SSD INTERIOR FINISH INTERIOR FINISH LAP W.R.B. O/ S.A.F. O/ HEAD FLASHING, TYP. W.R.B. O/ S.A.F. O/ NAILING FLANGE O/ FLASHING. 2X4 FIBER CEMENT TRIM 2X4 FIBER CEMENT TRIM 3/16" SEALANT, TYP. FACTORY FINISHED WINDOW AS SCHEDULED OR NOTED SET IN CONTINUOUS SEALANT 2X4 FIBER CEMENT TRIM SEALANT FIBER CEMENT BOARD SIDING O/ W.R.B. INTERIOR FINISH HEADJAMB SILL SL 3/16" SL CONTINOUS BEAD OF COMPATIBLE SEALANT ALL AROUND GSM "Z" FLASHING W/ CLOSED ENDS O/ S.A.F. FIBER CEMENT BOARD SIDING O/ W.R.B. FIBER CEMENT BOARD SIDING O/ W.R.B. NAILING FLANGE EXTERIOR SHEATHING AND FRAMING EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DRAWINGS. EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DRAWINGS. MANUF. FACTORY FINISHED WINDOW. SET IN CONTINUOUS SEALANT, TYP. MANUF. FACTORY FINISHED WINDOW AS SCHEDULED FIXED OR SLIDER WHERE INDICATED. SET IN CONTINUOUS SEALANT, TYP. FIBER CEMENT BOARD 45 DEGREE DIAGONAL STRIPS 5" O.C. O/ FIBER CEMENT BOARD PANEL 5. FIBER CEMENT BOARD DETAIL 2X4 FIBER CEMENT TRIM A2.21 ARCHITECTURAL DETAILS - B STYLE 'B' MODERN FRENCH STYLE TOWNHOUSE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 14325 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 2585
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A2.22 TH - STYLE A COLOR - MATERIAL SCHEMES 'A' SPANISH STYLE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL WAYNE DALTON CLASSIC STEEL 8300 PANEL 16'x7' NO WINDOWS COLOR DETERMINED BY COLOR SCHEME WAYNE DALTON CLASSIC STEEL 8300 PANEL 8'x7' NO WINDOWS COLOR DETERMINED BY COLOR SCHEME GARAGE DOORS ENTRY DOOR WINDOWS ENTRY LIGHT THERMATRU FIBERGLASS EXTERIOR SINGLE DOOR CLASSIC CRAFT FIR GRAIN 3'x8' 2 PANEL SQUARE TOP SHAKER COLOR DETERMINED BY COLOR SCHEME MILGARD TUSCANY SINGLE-HUNG VINYL EXTERIOR BRONZE PROGRESS LIGHTING ONE-LIGHT WALL SCONCE W/HAL AC LED MODULE METALLIC GRAY CAST ALUMINUM SHADE PROGRESS LIGHTING 6" LED SQUARE CYLINDER DOWN WALL LANTERN METALLIC GRAY DIE-CAST ALUMINUM GARAGE LIGHT NOTE: ALL MANUFACTURERS AND MATERIALS ARE EXAMPLES AND ARE SUBJECT TO CHANGE. SUBSTITUTIONS TO BE OF EQUAL OR LIKE APPEARANCE AND PERFORMANCE. NOTE: PAINT MANUFACTURER DETERMINED BY BUILDER WILL MATCH ALL PAINT NOTED ABOVE. KTGY MUST APPROVE MATCHES PRIOR TO APPLICATION IN FIELD. NOTE: MANDOORS, VENTS AND RELATED TRIMS TO BE PAINTED ADJACENT COLOR - UNLESS OTHERWISE NOTED. / RAFTER TAILS 2586
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A2.23 TH - STYLE B COLOR - MATERIAL SCHEMES 'B' MODERN FRENCH STYLE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL WAYNE DALTON CLASSIC STEEL 8300 PANEL 16'x7' CLASSIC STEEL WINDOW VERTICAL CLEAR II LEFT 7' COLOR DETERMINED BY COLOR SCHEME WAYNE DALTON CLASSIC STEEL 8300 PANEL 8'x7' NO WINDOWS COLOR DETERMINED BY COLOR SCHEME GARAGE DOORS ENTRY DOOR WINDOWS ENTRY LIGHT THERMATRU FIBERGLASS EXTERIOR SINGLE DOOR CLASSIC CRAFT FIR GRAIN 3'x8' 4 PANEL SHAKER COLOR DETERMINED BY COLOR SCHEME MILGARD TUSCANY SINGLE-HUNG VINYL EXTERIOR BRONZE PROGRESS LIGHTING ONE-LIGHT WALL SCONCE W/HAL AC LED MODULE METALLIC GRAY CAST ALUMINUM SHADE PROGRESS LIGHTING 6" LED SQUARE CYLINDER DOWN WALL LANTERN METALLIC GRAY DIE-CAST ALUMINUM GARAGE LIGHT NOTE: ALL MANUFACTURERS AND MATERIALS ARE EXAMPLES AND ARE SUBJECT TO CHANGE. SUBSTITUTIONS TO BE OF EQUAL OR LIKE APPEARANCE AND PERFORMANCE. NOTE: PAINT MANUFACTURER DETERMINED BY BUILDER WILL MATCH ALL PAINT NOTED ABOVE. KTGY MUST APPROVE MATCHES PRIOR TO APPLICATION IN FIELD. NOTE: MANDOORS, VENTS AND RELATED TRIMS TO BE PAINTED ADJACENT COLOR - UNLESS OTHERWISE NOTED. 2587
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GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL SINGLE FAMILY A3.00 COVER PAGE - SINGLE FAMILY SITE KEY (N.T.S.) Alves Dr Stevens Creek Blvd 1 Quasi-Public/ Institutional Northwest YMCA R4 Residential High/Very High Density P(CG,RES) P(CG,RES) P(CG,RES) 1 2588
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A3.01 PLAN 1 PERSPECTIVE VIEWS SHEET INFORMATION GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL STYLE 'A' - SPANISH STYLE 'B' - MODERN FRENCH STYLE 'C' - CRAFTSMAN 2589
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A3.02 GENERAL PLANNING APPLICATION PLAN 2 PERSPECTIVE VIEWS SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL STYLE 'A' - SPANISH STYLE 'B' - MODERN FRENCH STYLE 'C' - CRAFTSMAN 2590
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* * * * 6' H GOOD NEIGHBOR FENCE TYP. OPTIONAL METER LOCATION +/-31'-4"
BUILDING HEIGHT PER H.O.C. SEE TABLE SIDEWALK TO FF VARIES +/-37'-8" NATURAL GRADE TO FF VARIES
BUILDING HEIGHT PER C.M.C. SEE TABLE Heat Pump 6' H GOOD NEIGHBOR FENCE TYP. TYPICAL METER LOCATION 9'-1" 9'-1"
9'-1"
10'-7"
+/-37'-8" HIGHEST POINT OF EXTERIOR CONSTRUCTION T.O. EAVE LINE FF FF Lowest elevation @ existing grade Lot 4: ± 257.4 Lowest elevation @ sidewalk Lot 4: ± 252.1 Elevation @ finish floor Lot 4: ± 258.9 +/-31'-4"
BUILDING HEIGHT PER H.O.C. SEE TABLE SIDEWALK TO FF VARIES BUILDING HEIGHT PER C.M.C. SEE TABLE NATURAL GRADE TO FF VARIES 10'-7" * * * * GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A3.03 PLAN 1 A ELEVATIONS SFD-COLOR SCHEME 3 439875121 1/4"=1' SCALE 1011 RIGHT BACK LEFT 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE FRONT 0 2 4 1/4"=1' SCALE 8 'A' MATERIAL LEGEND 12345678910 GABLE END ACCENT RECESSED DECORATIVE TILE CEMENT FIBER PANEL AND TRIM METAL SECTIONAL GARAGE DOOR STUCCO FINISH VINYL WINDOW SYSTEM LOW 'S' PROFILE CONCRETE TILE ROOFING CORBEL STUCCO FINISH TRIM INSET/SURROUND 1112 METAL GUARDRAIL WOOD FASCIA BOARD NOT USED DOWNWARD DIRECTED LIGHT FIXTURE 4 10 27 14 19 22 3435 434140 30 48 59 64 8 23 46 60 66 STEVENS CREEK BLVD ALVES DR R R R R RRR R 5R NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of building permit. See Height Table for grade conditions not shown on elevations. See "R" designation on key plan above for reverse condition of proposed elevations. H.O.C. = HEART OF THE CITY (SPECIFIC PLAN) C.M.C. = CUPERTINO MUNICIPAL CODE = ENHANCED ELEVATION FACING STREET * = REVERSE/MIRROR CONDITION OF THE STANDARD PLAN/ELEVATION Reverse condition is same as that shown in elevation mirrored about the center of the building. Location of townhouse building meter cabinet and enhanced architectural projection occurs always facing a street. RKEY MAP (NTS) N HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE HOC SPECIFIC PLAN BUILDING HEIGHTS 12 * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) REFER TO LANDSCAPE FOR LADDER PAD LOCATIONS NOTE: See Building Height table above for grade condition at other buildings. Mirror condition of the proposed elevation above may occur. See "R" designation in key plan above. 2591
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* * * * 6' H GOOD NEIGHBOR FENCE TYP. OPTIONAL METER LOCATION +/-32'-3 77/128"
BUILDING HEIGHT PER H.O.C. SEE TABLE SIDEWALK TO FF VARIES +/-39'-11" NATURAL GRADE TO FF VARIES
BUILDING HEIGHT PER C.M.C. SEE TABLE Heat Pump 6' H GOOD NEIGHBOR FENCE TYP. TYPICAL METER LOCATION 9'-1" 9'-1"
9'-1"
10'-7" HIGHEST POINT OF EXTERIOR CONSTRUCTION T.O. EAVE LINE FF FF Lowest elevation @ existing grade Lot 2: ± 257.6 Lowest elevation @ sidewalk Lot 2: ± 252.1 Elevation @ finish floor Lot 2: ± 259.7 +/-39'-11"
+/-32'-2" NATURAL GRADE TO FF VARIES
BUILDING HEIGHT PER H.O.C. SEE TABLE
BUILDING HEIGHT PER C.M.C. SEE TABLE SIDEWALK TO FF VARIES 10'-7" ** GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A3.04 PLAN 1 B ELEVATIONS SFD-COLOR SCHEME 6 92 10 481A51B 11 3 RIGHT BACK LEFT 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 'B' MATERIAL LEGEND 1A2345678910 GABLE END WINDOW (OBSCURE INTERIOR) CEMENT FIBER PANEL AND TRIM METAL SECTIONAL GARAGE DOOR STUCCO FINISH VINYL WINDOW SYSTEM ARCHITECTURAL-GRADE COMPOSITION SHINGLE STUCCO FINISH CORBEL STUCCO FINISH TRIM INSET/SURROUND 1B METAL ACCENT ROOFING 1112 METAL GUARDRAIL WOOD FASCIA BOARD NOT USED DOWNWARD DIRECTED LIGHT FIXTURE 2 27 29 16 13 20 37 34 41 44 25 5658 51 62 8 23 46 60 53 66 STEVENS CREEK BLVD ALVES DR R R R R R R RR 5R NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of building permit. See Height Table for grade conditions not shown on elevations. See "R" designation on key plan above for reverse condition of proposed elevations. H.O.C. = HEART OF THE CITY (SPECIFIC PLAN) C.M.C. = CUPERTINO MUNICIPAL CODE = ENHANCED ELEVATION FACING STREET * = REVERSE/MIRROR CONDITION OF THE STANDARD PLAN/ELEVATION Reverse condition is same as that shown in elevation mirrored about the center of the building. Location of townhouse building meter cabinet and enhanced architectural projection occurs always facing a street. RKEY MAP (NTS) N BUILDING HEIGHTS HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE HOC SPECIFIC PLAN 1/4"=1' SCALE FRONT 0 2 4 8 * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) REFER TO LANDSCAPE FOR LADDER PAD LOCATIONS NOTE: See Building Height table above for grade condition at other buildings. Mirror condition of the proposed elevation above may occur. See "R" designation in key plan above. (NOT USED) 12 4 2592
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+/-31'-3 77/128"
BUILDING HEIGHT PER H.O.C. SEE TABLE SIDEWALK TO FF VARIES +/-37'-8" NATURAL GRADE TO FF VARIES
BUILDING HEIGHT PER C.M.C. SEE TABLE Heat Pump 6' H GOOD NEIGHBOR FENCE TYP. TYPICAL METER LOCATION * * * * 6' H GOOD NEIGHBOR FENCE TYP. OPTIONAL METER LOCATION HIGHEST POINT OF EXTERIOR CONSTRUCTION T.O. EAVE LINE FF FF Lowest elevation @ existing grade Lot 3: ± 257.4 Lowest elevation @ sidewalk Lot 3: ± 252.1 Elevation @ finish floor Lot 3: ± 259.3 9'-1" 9'-1"
9'-1"
10'-7"
+/-37'-8"
+/-31'-4" NATURAL GRADE TO FF VARIES
BUILDING HEIGHT PER H.O.C. SEE TABLE
BUILDING HEIGHT PER C.M.C. SEE TABLE SIDEWALK TO FF VARIES 10'-1" * * * GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A3.05 PLAN 1 C ELEVATIONS SFD-COLOR SCHEME 8 92481763513 'C' MATERIAL LEGEND 12345678910 GABLE END KICKER & OUTLOOKER DETAIL CEMENT FIBER SHINGLE SIDING METAL SECTIONAL GARAGE DOOR STUCCO FINISH VINYL WINDOW SYSTEM ARCHITECTURAL-GRADE COMPOSITIONAL SHINGLE CORBEL STUCCO FINISH TRIM SURROUND ON STUCCO 1112 METAL GUARDRAIL WOOD FASCIA BOARD CEMENT FIBER TRIM ON SIDING DOWNWARD DIRECTED LIGHT FIXTURE 13 THIN BRICK VENEER LEFT 0 4 8 16 1/8"=1' SCALE 1011 RIGHT BACK 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 3 6 9 26 27 15 21333436 4241 47 54 65 8 23 46 60 66 STEVENS CREEK BLVD ALVES DR R R R R RR R 5R NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of building permit. See Height Table for grade conditions not shown on elevations. See "R" designation on key plan above for reverse condition of proposed elevations. H.O.C. = HEART OF THE CITY (SPECIFIC PLAN) C.M.C. = CUPERTINO MUNICIPAL CODE = ENHANCED ELEVATION FACING STREET * = REVERSE/MIRROR CONDITION OF THE STANDARD PLAN/ELEVATION Reverse condition is same as that shown in elevation mirrored about the center of the building. Location of townhouse building meter cabinet and enhanced architectural projection occurs always facing a street. RKEY MAP (NTS) N BUILDING HEIGHTS 12 HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE HOC SPECIFIC PLAN 1/4"=1' SCALE FRONT 0 2 4 8 * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) REFER TO LANDSCAPE FOR LADDER PAD LOCATIONS NOTE: See Building Height table above for grade condition at other buildings. Mirror condition of the proposed elevation above may occur. See "R" designation in key plan above. 2593
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1 1 7 44 2 2 2 2 2 2 2 2 Lowest elevation @ sidewalk * * * * 4 5 5 4 5 5 4 2 2 5 5 5 4 4 4 4 6 6 Heat Pump 664 SQ. FT. TOTAL FACADE SQUARE FOOTAGE GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE FRONT 1 18.4 10.6 7.8 2 36.8 21.2 15.6 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 2 26.4 13.2 13.2 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 2 13.4 6.8 6.6 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 1 25.3 12.7 12.6 SL. GL. DR. TOTAL 7 101.9 53.9 48.0 54 SQ. FT. TOTAL UNTREATED GLAZED AREA 66 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) 621 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 40 SQ. FT. TOTAL UNTREATED GLAZED AREA 62 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE REAR 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 6 79.2 39.6 39.6 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 0 0.0 0.0 0.0 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 0 0.0 0.0 0.0 SL. GL. DR. TOTAL 6 79.2 39.6 39.6 1529 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 28 SQ. FT. TOTAL UNTREATED GLAZED AREA 152 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE RIGHT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 0 0.0 0.0 0.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 3 20.1 10.2 9.9 SH WINDOW 5 8.6 4.3 4.3 4 34.4 17.2 17.2 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 0 0.0 0.0 0.0 SL. GL. DR. TOTAL 7 54.5 27.4 27.1 1532 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 54 SQ. FT. TOTAL UNTREATED GLAZED AREA 153 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE LEFT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 2 26.4 13.2 13.2 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 4 26.8 13.6 13.2 SH WINDOW 5 8.6 4.3 4.3 3 25.8 12.9 12.9 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 0 0.0 0.0 0.0 SL. GL. DR. TOTAL 11 101.6 53.5 48.1 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A3.06 PLAN 1 A BIRD-SAFE EXHIBITSFD LEFT RIGHT BACK FRONT 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 2594
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1 7 4 4 2 6 6 4 5 5 2 2 2 2 2 2 * * * * 4 5 5 4 5 5 4 2 2 5 5 5 4 4 4 4 6 6 Heat Pump 699.0 SQ. FT. TOTAL FACADE SQUARE FOOTAGE GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE FRONT 1 18.4 10.6 7.8 1 18.4 10.6 7.8 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 1 13.2 6.6 6.6 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 3 20.1 10.2 9.9 SH WINDOW 5 8.6 4.3 4.3 2 17.2 8.6 8.6 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 1 25.3 12.7 12.6 SL. GL. DR. TOTAL 10 116.8 62.5 54.3 63 SQ. FT. TOTAL UNTREATED GLAZED AREA 69 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) 642.2 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 40 SQ. FT. TOTAL UNTREATED GLAZED AREA 64 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE REAR 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 6 79.2 39.6 39.6 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 0 0.0 0.0 0.0 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 0 0.0 0.0 0.0 SL. GL. DR. TOTAL 6 79.2 39.6 39.6 1616.5 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 28 SQ. FT. TOTAL UNTREATED GLAZED AREA 161 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE RIGHT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 0 0.0 0.0 0.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 3 20.1 10.2 9.9 SH WINDOW 5 8.6 4.3 4.3 4 34.4 17.2 17.2 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 0 0.0 0.0 0.0 SL. GL. DR. TOTAL 7 54.5 27.4 27.1 1626.7 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 54 SQ. FT. TOTAL UNTREATED GLAZED AREA 162 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE LEFT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 2 26.4 13.2 13.2 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 4 26.8 13.6 13.2 SH WINDOW 5 8.6 4.3 4.3 3 25.8 12.9 12.9 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 0 0.0 0.0 0.0 SL. GL. DR. TOTAL 11 101.6 53.5 48.1 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A3.07 PLAN 1 B BIRD-SAFE EXHIBITSFD LEFT RIGHT BACK FRONT 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 2595
CC 04-07-2026 Searchable Packet
2595 of 2882
17 44 2 2 6 6 2 2 2 2 2 2 * * * * 4 5 5 4 5 5 4 2 2 5 5 5 4 4 4 4 6 6 Heat Pump 682.3 SQ. FT. TOTAL FACADE SQUARE FOOTAGE GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE FRONT 1 18.4 10.6 7.8 1 18.4 10.6 7.8 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 2 26.4 13.2 13.2 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 2 13.4 6.8 6.6 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 1 25.3 12.7 12.6 SL. GL. DR. TOTAL 8 106.1 57.1 49.0 58 SQ. FT. TOTAL UNTREATED GLAZED AREA 68 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) 631.2 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 40 SQ. FT. TOTAL UNTREATED GLAZED AREA 63 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE REAR 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 6 79.2 39.6 39.6 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 0 0.0 0.0 0.0 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 0 0.0 0.0 0.0 SL. GL. DR. TOTAL 6 79.2 39.6 39.6 1530.1 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 28 SQ. FT. TOTAL UNTREATED GLAZED AREA 153 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE RIGHT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 0 0.0 0.0 0.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 3 20.1 10.2 9.9 SH WINDOW 5 8.6 4.3 4.3 4 34.4 17.2 17.2 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 0 0.0 0.0 0.0 SL. GL. DR. TOTAL 7 54.5 27.4 27.1 1530.1 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 54 SQ. FT. TOTAL UNTREATED GLAZED AREA 153 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE LEFT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 2 26.4 13.2 13.2 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 4 26.8 13.6 13.2 SH WINDOW 5 8.6 4.3 4.3 3 25.8 12.9 12.9 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 25.3 12.7 12.6 0 0.0 0.0 0.0 SL. GL. DR. TOTAL 11 101.6 53.5 48.1 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A3.08 PLAN 1 C BIRD-SAFE EXHIBITSFD LEFT RIGHT BACK FRONT 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 2596
CC 04-07-2026 Searchable Packet
2596 of 2882
3'-6" 21'-4" 3'-6" 28'-4" WH
36" dr. 36" dr.
4'-0" 42'-6" 11'-6"
58'-0"
10'-0" 44'-0" 4'-0" 3'-6" 12'-7" 8'-9" 3'-6" 3'-6" Min. 3'-6" Easement recycle trash compost 18"X72" Future ESS Space cable / tele. elec. heat pump meters (alt. location) Garage 21'-1" x 20'-0" Bedroom 4 Suite 12'-9" x 17'-0" Entry up coats / storage First Floor 481 SQ. FT. Bath320' X 20' Parking Space 1'-6" 2'-6" 185 SQ. FT.
kitchette
opt entry door 18R OPTIONAL CEILING OR WALL MOUNT BICYCLE RACK. STORAGE ASSIST MECHANISM BY RAD CYCLE OR SIMILAR. Third Floor 912 SQ. FT. 2'-6" 44'-0" 11'-6" 3'-6" 21'-4" 3'-6" 28'-4"
10'-0" 45'-6" 2'-6" 3'-6" 21'-4" 3'-6" Primary Bedroom 12'-6" x 14'-9" W.I.C. 15'-0" l.f. Laund. dn Hall Bedroom 2 10'-0" x 11'-0" Primary Bath Bedroom 3 10'-1" x 12'-2" 8'-3 1/2" Bath2 linen
4'-0" 3'-6" 2020 fx 8" 18R attic access Emergency Rescue Opening (Egress Window) * ** * * * * 3'-6" 21'-4" 3'-6" 28'-4" 2'-6" 44'-0" 11'-6"
10'-0" 6'-4" 39'-2" 2'-6" 3'-6" 12'-7" 8'-9" 3'-6" Deck 11'-7" x 6'-0" 61 SQ. FT. walk-in pantry 6'-0" 5'-3" 3'-10 1/2" 5'-6" 4'-0" Kitchen Dining 15'-1" x 12'-0" dn media wall Great Room 16'-7" x 15'-3" Second Floor 878 SQ. FT. up deck o/ living 4'-0" Tech 4'-10" x 7'-0" Pdr 5'-0" x 5'-4"
5'-0" 18R 18R A3.09 PLAN 1 FLOOR PLANSFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4 BEDROOMS 3.5 BATHS 2,271 S.F. 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4'NOTE: ALL AC UNITS TO COMPLY WITH C.M.C. CHAPTER 10.48: COMMMUNITY NOISE CONTROL FOR ACCESSORY STRUCTURES AND NOISE GENERATION 4 2597
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2'-0"
eave
6" 3'-4" 2'-6"
6'-0" 3'-4"
2'-0"
eave
6" 3'-4" 3'-4"
6'-10" 2'-6"
2'-0"
eave
6" 2'-2"
6'-0" 2'-2" 2'-6" 3 6 9 26 15 21 36 33 42 47 54 65 STEVENS CREEK BLVD ALVES DR R R R R R 2 29 16 13 20 37 44 25 5658 51 62 53 STEVENS CREEK BLVD ALVES DR R R R R RR 4 10 14 19 22 35 40 43 30 48 59 64 STEVENS CREEK BLVD ALVES DR R R R R R R A3.10 PLAN 1 ROOF PLANSSFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 'B' ELEVATION ROOF PLAN 5:12 ROOF PITCH TYP. 10:12 ACCENT ROOF PITCH TIGHT EAVE & RAKE TYP. 'C' ELEVATION ROOF PLAN 6:12 ROOF PITCH TYP. 16" EAVE, 12" RAKE TYP. KEY MAP (NTS) C ELEVATION STYLE 'A' ELEVATION ROOF PLAN 4:12 ROOF PITCH TYP. 12" EAVE, TIGHT RAKE TYP. 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' Elevations shown plotted per the Architectural Style Plotting Sheet. Lot lines reflect smallest lot size on site. See Lot Coverage sheets for additional information. Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. No roof mounted mechanical equipment is proposed. ROOF PLAN NOTES Eave height less than 31' for fire ladder access. KEY MAP (NTS) B ELEVATION STYLE KEY MAP (NTS) A ELEVATION STYLE 2598
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GARAGE GREAT ROOM KITCHEN ATTIC PRIMARY BEDROOM BATH 2 BEDROOM 2 BEDROOM 4 BATH 3 DECK DINING PBA SECTION PLAN 1 75° EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 75° EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 6'-8" 8'-4" * * 11'-11"ROOF GROUND LADDER ACCESS 75° MAX FF TO SPOT GRADE DROP OF 1'-4" TO ACHIEVE 31' BLDG HEIGHT TO TOP OF FASCIA @ EAVE. FAU 10'-0" 9 3/4" 3'-1" BEDROOM 4 SUITE ENT HALL PRIMARY BEDROOM W.I.C. ATTIC DECK FAU4'-0" 9 3/4" 3'-1"
6'-0" 5'-3" 3'-10 1/2" 4'-0" 5'-6" 4'-0" 5'-0" 8'-3 1/2" 4'-0" 3'-6" 8" A3.11 PLAN 1 SECTIONSSFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL FIRST FLOOR PLAN 1 SECTION SECOND FLOOR THIRD FLOOR 2- PLAN 1 SECTION 1- 1 2 1 2 1 2 1 2 1 2 1 2 0 4 8 12 Scale 3/16" = 1' 0 4 8 12 Scale 3/16" = 1' 0 8 16 32 Scale 1" = 16' SECTION KEY PLANS * ** * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) 2599
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2599 of 2882
9'-1" 9'-1" 9'-1"
10'-7"
+/-43'-1" HIGHEST POINT OF EXTERIOR CONSTRUCTION T.O. EAVE LINE FF FF Lowest elevation @ existing grade Lot 1: ± 257.9 Elevation @ finish floor Lot 1: ± 260.1 +/-45'-8" NATURAL GRADE TO FF VARIES
BUILDING HEIGHT PER C.M.C. SEE TABLE
10'-7" * * * *
BUILDING HEIGHT PER H.O.C. SEE TABLE Lowest elevation @ sidewalk Lot 1: ± 252.1 SIDEWALK TO FF VARIES * * * * Lowest elevation @ sidewalk BUILDING HEIGHT PER H.O.C. SEE TABLE
BUILDING HEIGHT PER C.M.C. SEE TABLE
+/-45'-8" NATURAL GRADE TO FF VARIES
+/-43'-1" SIDEWALK TO Heat FF VARIES Pump 6' H GOOD NEIGHBOR FENCE TYP. TYPICAL METER LOCATION 6' H GOOD NEIGHBOR FENCE TYP. OPTIONAL METER LOCATION * * GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A3.12 PLAN 2 A ELEVATIONS SFD-COLOR SCHEME 2 'A' MATERIAL LEGEND 12345678910 GABLE END ACCENT RECESSED DECORATIVE TILE CEMENT FIBER PANEL AND TRIM METAL SECTIONAL GARAGE DOOR STUCCO FINISH VINYL WINDOW SYSTEM LOW 'S' PROFILE CONCRETE TILE ROOFING CORBEL STUCCO FINISH TRIM INSET/SURROUND 1112 METAL GUARDRAIL WOOD FASCIA BOARD NOT USED DOWNWARD DIRECTED LIGHT FIXTURE 92 10 487512 11 3 12 1 4 1/4"=1' SCALE 8 BACK LEFT 0 2 4 1/4"=1' SCALE FRONT BACK 0 4 8 16 LEFT 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE ENHANCED RIGHT 0 4 8 16 RIGHT 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 27 34 41 8 23 46 60 66 STEVENS CREEK BLVD ALVES DR R R 5R KEY MAP (NTS) N SEE KEY MAP FOR LOCATIONS OF ENHANCED ELEVATIONS BUILDING HEIGHTS NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of building permit. See Height Table for grade conditions not shown on elevations. See "R" designation on key plan above for reverse condition of proposed elevations. H.O.C. = HEART OF THE CITY (SPECIFIC PLAN) C.M.C. = CUPERTINO MUNICIPAL CODE = ENHANCED ELEVATION FACING STREET * = REVERSE/MIRROR CONDITION OF THE STANDARD PLAN/ELEVATION Reverse condition is same as that shown in elevation mirrored about the center of the building. Location of townhouse building meter cabinet and enhanced architectural projection occurs always facing a street. R HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE HOC SPECIFIC PLAN 0 2 4 8 1/4"=1' SCALE LOT 7 PARTIAL FRONT (PORCH REMOVED. SEE STANDARD ELEVATION FOR INFORMATION NOT SHOWN) * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) REFER TO LANDSCAPE FOR LADDER PAD LOCATIONS NOTE: See Building Height table above for grade condition at other buildings. Mirror condition of the proposed elevation above may occur. See "R" designation in key plan above. 2600
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9'-1" 9'-1" 14'-9" 10'-7" +/-45'-6" +/-42'-8"

HIGHEST POINT OF EXTERIOR CONSTRUCTION
T.O. EAVE LINE
FF FF
Lowest elevation @
existing grade
Lot 60: ± 259.5
Elevation @ finish floor
Lot 60: ± 258.7 BUILDING HEIGHT PER C.M.C. SEE TABLE

NATURAL GRADE TO
FF VARIES 10'-7"
* * *
* * BUILDING HEIGHT PER H.O.C. SEE TABLE
Lowest elevation @ sidewalk
SIDEWALK TO FF VARIES Lot 60: ± 252.1
* * * *
@ sidewalk BUILDING HEIGHT PER H.O.C. SEE TABLE BUILDING HEIGHT PER C.M.C. SEE TABLE +/-45'-7 59/256"

EXISTING GRADE TO
FF VARIES +/-42'-10 79/128"

SIDEWALK TO
Heat FF VARIES
Pump
6' H GOOD

NEIGHBOR
FENCE TYP.

TYPICAL
METER

LOCATION
6' H GOOD

NEIGHBOR
FENCE TYP.

OPTIONAL
METER

LOCATION
27 34
41 8
23 46
60 66

STEVENS CREEK BLVD

ALVES DR
R
R
5 R

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTAL
JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
1 2 AUGUST 5, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A3.13
PLAN 2 B ELEVATIONS
SFD-COLOR SCHEME 4
10 11
9 2
4 8
1A
5 1B
3 'B' MATERIAL LEGEND
1A
2 3
4 5
6 7
8 9
10 GABLE END WINDOW (OBSCURE INTERIOR)

CEMENT FIBER PANEL AND TRIM

METAL SECTIONAL GARAGE DOOR

STUCCO FINISH

VINYL WINDOW SYSTEM

ARCHITECTURAL-GRADE COMPOSITION SHINGLE

STUCCO FINISH CORBEL

STUCCO FINISH TRIM INSET/SURROUND
1B METAL ACCENT ROOFING
11 12

METAL GUARDRAIL

WOOD FASCIA BOARD

NOT USED

DOWNWARD DIRECTED LIGHT FIXTURE
NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of
building permit.

See Height Table for grade conditions not shown
on elevations.

See "R" designation on key plan above for reverse
condition of proposed elevations.

H.O.C. = HEART OF THE CITY (SPECIFIC PLAN)
C.M.C. = CUPERTINO MUNICIPAL CODE
= ENHANCED ELEVATION FACING STREET *
= REVERSE/MIRROR CONDITION OF THE

STANDARD PLAN/ELEVATION
Reverse condition is same as that shown in
elevation mirrored about the center of the
building. Location of townhouse building
meter cabinet and enhanced architectural
projection occurs always facing a street.

R

KEY MAP (NTS)
N

BUILDING HEIGHTS
HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE

HOC SPECIFIC PLAN
0 2 4
1/4"=1' SCALE
8 FRONT

SEE KEY MAP

FOR LOCATIONS

OF ENHANCED

ELEVATIONS
BACK 0 4 8 16 LEFT
1/8"=1' SCALE
0 4 8 16
1/8"=1' SCALE
ENHANCED RIGHT 0 4 8 16 RIGHT
1/8"=1' SCALE
0 4 8 16
1/8"=1' SCALE
* = EMERGENCY RESCUE

OPENING (EGRESS WINDOW)

REFER TO LANDSCAPE FOR

LADDER PAD LOCATIONS
NOTE: See Building Height table above for grade
condition at other buildings.

Mirror condition of the proposed elevation above
may occur. See "R" designation in key plan above.
(NOT USED)
(NOT USED)
4 4
2601
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2601 of 2882
9'-1" 9'-1"
10'-7"
9'-1"
+/-46'-0" HIGHEST POINT OF EXTERIOR CONSTRUCTION T.O. EAVE LINE FF FFLowest elevation @ existing grade Lot 1: ± 257.9 Lowest elevation @ sidewalk Lot 1: ± 252.1 Elevation @ finish floor Lot 1: ± 260.1 +/-42'-0"
BUILDING HEIGHT PER H.O.C. SEE TABLE SIDEWALK TO FF VARIES 10'-1" * * * * NATURAL GRADE TO FF VARIES
BUILDING HEIGHT PER C.M.C. SEE TABLE Lowest elevation @ sidewalk * * * * BUILDING HEIGHT PER H.O.C. SEE TABLE
BUILDING HEIGHT PER C.M.C. SEE TABLE
+/-46'-0" NATURAL GRADE TO FF VARIES
+/-42'-0" SIDEWALK TO Heat FF VARIES Pump 6' H GOOD NEIGHBOR FENCE TYP. TYPICAL METER LOCATION 6' H GOOD NEIGHBOR FENCE TYP. OPTIONAL METER LOCATION 27 34 41 8 23 46 60 66 STEVENS CREEK BLVD ALVES DR R R 5R GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL A3.14 PLAN 2 C ELEVATIONS SFD-COLOR SCHEME 9 101112 1 'C' MATERIAL LEGEND 12345678910 GABLE END KICKER & OUTLOOKER DETAIL CEMENT FIBER SHINGLE SIDING METAL SECTIONAL GARAGE DOOR STUCCO FINISH VINYL WINDOW SYSTEM ARCHITECTURAL-GRADE COMPOSITIONAL SHINGLE CORBEL STUCCO FINISH TRIM SURROUND ON STUCCO 1112 METAL GUARDRAIL WOOD FASCIA BOARD CEMENT FIBER TRIM ON SIDING DOWNWARD DIRECTED LIGHT FIXTURE 13 THIN BRICK VENEER 92476513 NOTE: Elevation styles are plotted per the Architectural Style Plotting sheet and may vary at time of building permit. See Height Table for grade conditions not shown on elevations. See "R" designation on key plan above for reverse condition of proposed elevations. H.O.C. = HEART OF THE CITY (SPECIFIC PLAN) C.M.C. = CUPERTINO MUNICIPAL CODE = ENHANCED ELEVATION FACING STREET * = REVERSE/MIRROR CONDITION OF THE STANDARD PLAN/ELEVATION Reverse condition is same as that shown in elevation mirrored about the center of the building. Location of townhouse building meter cabinet and enhanced architectural projection occurs always facing a street. RKEY MAP (NTS) N BUILDING HEIGHTS HEIGHTS EXCEEDING THE 45' HEIGHT LIMIT ALLOWED BY THE HOC SPECIFIC PLAN 481B3 * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) 0 2 4 1/4"=1' SCALE 8 FRONT SEE KEY MAP FOR LOCATIONS OF ENHANCED ELEVATIONS BACK 0 4 8 16 LEFT 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE ENHANCED RIGHT 0 4 8 16 RIGHT 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE * = EMERGENCY RESCUE OPENING (EGRESS WINDOW) REFER TO LANDSCAPE FOR LADDER PAD LOCATIONS NOTE: See Building Height table above for grade condition at other buildings. Mirror condition of the proposed elevation above may occur. See "R" designation in key plan above. 4 2602
CC 04-07-2026 Searchable Packet
2602 of 2882
1 1 2 2 8 2 2 2 10 10 2 2 2 2 4 2 2 10 10 5 5 5 6 6 5 5 9 10 9 94 5 5 5 4 4 4 4 4 Heat Pump 1032.2 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 80 SQ. FT. TOTAL UNTREATED GLAZED AREA 103 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE FRONT 1 18.4 10.6 7.8 2 36.8 21.2 15.6 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 5 66.0 33.0 33.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 0 0.0 0.0 0.0 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 1 37.1 18.5 18.6 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 2 6.8 6.8 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 TOTAL 10 146.7 79.5 67.2 1019.5 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 50 SQ. FT. TOTAL UNTREATED GLAZED AREA 101 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE REAR 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 6 79.2 39.6 39.6 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 1 6.7 3.4 3.3 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 2 6.8 6.8 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 TOTAL 9 92.7 49.8 42.9 50 SQ. FT. TOTAL UNTREATED GLAZED AREA 1666.8 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 68 SQ. FT. TOTAL UNTREATED GLAZED AREA 158 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE RIGHT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 0 0.0 0.0 0.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 1 6.7 3.4 3.3 SH WINDOW 5 8.6 4.3 4.3 5 43.0 21.5 21.5 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 3 25.8 25.8 0.0 FIXED WINDOW 10 3.4 3.4 0.0 1 3.4 3.4 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 TOTAL 12 101.5 67.9 33.6 68 SQ. FT. TOTAL UNTREATED GLAZED AREA 1695.2 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 37 SQ. FT. TOTAL UNTREATED GLAZED AREA 169 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE LEFT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 0 0.0 0.0 0.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 5 33.5 17.0 16.5 SH WINDOW 5 8.6 4.3 4.3 3 25.8 12.9 12.9 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 0 0.0 0.0 0.0 FIXED WINDOW 11 6.7 6.7 0.0 1 6.7 6.7 0.0 TOTAL 9 66.0 36.6 29.4 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL LEFT RIGHT BACK FRONT 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE A3.15 PLAN 2 A BIRD-SAFE EXHIBIT 2603
CC 04-07-2026 Searchable Packet
2603 of 2882
1 1 2 2 8 2 2 2 1210 10 10 2 2 2 2 4 2 2 * * * * 10 10 10 5 5 5 6 6 5 5 4 9 10 9 9 5 5 5 4 4 4 4 4 Heat Pump 1026.6 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 101 SQ. FT. TOTAL UNTREATED GLAZED AREA 102 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE FRONT 1 18.4 10.6 7.8 3 55.2 31.8 23.4 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 6 79.2 39.6 39.6 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 0 0.0 0.0 0.0 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 1 37.1 18.5 18.6 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 3 10.2 10.2 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 TOTAL 13 181.7 100.1 81.6 1026.9 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 54 SQ. FT. TOTAL UNTREATED GLAZED AREA 102 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE REAR 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 6 79.2 39.6 39.6 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 1 6.7 3.4 3.3 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 3 10.2 10.2 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 TOTAL 10 96.1 53.2 42.9 54 SQ. FT. TOTAL UNTREATED GLAZED AREA 1697.9 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 68 SQ. FT. TOTAL UNTREATED GLAZED AREA 169 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE RIGHT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 0 0.0 0.0 0.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 1 6.7 3.4 3.3 SH WINDOW 5 8.6 4.3 4.3 5 43.0 21.5 21.5 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 3 25.8 25.8 0.0 FIXED WINDOW 10 3.4 3.4 0.0 1 3.4 3.4 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 TOTAL 12 101.5 67.9 33.6 1728.7 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 37 SQ. FT. TOTAL UNTREATED GLAZED AREA 172 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE LEFT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 0 0.0 0.0 0.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 5 33.5 17.0 16.5 SH WINDOW 5 8.6 4.3 4.3 3 25.8 12.9 12.9 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 0 0.0 0.0 0.0 FIXED WINDOW 11 6.7 6.7 0.0 1 6.7 6.7 0.0 TOTAL 9 66.0 36.6 29.4 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL LEFT RIGHT BACK FRONT 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE A3.16 PLAN 2 B BIRD-SAFE EXHIBIT 2604
CC 04-07-2026 Searchable Packet
2604 of 2882
1 1 2 2 8 2 10 10 2 2 2 2 2 2 4 2 2 * * * * 10 10 5 5 5 6 5 5 4 6 9 9 9 10 5 5 5 4 4 4 4 4 11 Heat Pump 1001.1 SQ. FT. TOTAL FACADE SQUARE FOOTAGE GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE FRONT 1 18.4 10.6 7.8 2 36.8 21.2 15.6 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 5 66.0 33.0 33.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 0 0.0 0.0 0.0 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 1 37.1 18.5 18.6 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 2 6.8 6.8 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 TOTAL 10 146.7 79.5 67.2 80 SQ. FT. TOTAL UNTREATED GLAZED AREA 100 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) 996.2 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 50 SQ. FT. TOTAL UNTREATED GLAZED AREA 99 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE REAR 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 6 79.2 39.6 39.6 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 1 6.7 3.4 3.3 SH WINDOW 5 8.6 4.3 4.3 0 0.0 0.0 0.0 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 2 6.8 6.8 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 TOTAL 9 92.7 49.8 42.9 50 SQ. FT. TOTAL UNTREATED GLAZED AREA 1473.3 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 68 SQ. FT. TOTAL UNTREATED GLAZED AREA 147 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE RIGHT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 0 0.0 0.0 0.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 1 6.7 3.4 3.3 SH WINDOW 5 8.6 4.3 4.3 5 43.0 21.5 21.5 SH WINDOW 6 11.3 6.9 4.4 2 22.6 13.8 8.8 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 3 25.8 25.8 0.0 FIXED WINDOW 10 3.4 3.4 0.0 1 3.4 3.4 0.0 FIXED WINDOW 11 6.7 6.7 0.0 0 0.0 0.0 0.0 TOTAL 12 101.5 67.9 33.6 68 SQ. FT. TOTAL UNTREATED GLAZED AREA 1660.6 SQ. FT. TOTAL FACADE SQUARE FOOTAGE 37 SQ. FT. TOTAL UNTREATED GLAZED AREA 166 SQ. FT. MAX UNTREATED GLAZED AREA (10% OF FACADE SURFACE AREA) GLAZED AREA SCHEDULE (SQ. FT.) FACADE TYPE KEY NO. GLAZED AREA PER TYPE UNTREATED GLAZED AREA PER TYPE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER TYPE NO. OF EACH TYPE PER FACADE TOTAL GLAZED AREA PER FACADE TOTAL UNTREATED GLAZED AREA PER FACADE BIRD-SAFE TREATED GLASS (INSECT SCREEN) PER FACADE OPENING TYPE LEFT 1 18.4 10.6 7.8 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 2 13.2 6.6 6.6 0 0.0 0.0 0.0 SH WINDOW 3 11.8 5.9 5.9 0 0.0 0.0 0.0 SH WINDOW 4 6.7 3.4 3.3 5 33.5 17.0 16.5 SH WINDOW 5 8.6 4.3 4.3 3 25.8 12.9 12.9 SH WINDOW 6 11.3 6.9 4.4 0 0.0 0.0 0.0 SH WINDOW W/ TRANSOM 7 44.4 22.2 22.2 0 0.0 0.0 0.0 SL. GL. DR. 8 37.1 18.5 18.6 0 0.0 0.0 0.0 SL. GL. DR. 9 8.6 8.6 0.0 0 0.0 0.0 0.0 FIXED WINDOW 10 3.4 3.4 0.0 0 0.0 0.0 0.0 FIXED WINDOW 11 6.7 6.7 0.0 1 6.7 6.7 0.0 TOTAL 9 66.0 36.6 29.4 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL LEFT RIGHT BACK FRONT 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE 0 4 8 16 1/8"=1' SCALE A3.17 PLAN 2 C BIRD-SAFE EXHIBIT 2605
CC 04-07-2026 Searchable Packet
2605 of 2882
4'-0" 41'-0" 6'-6" 3'-6" 25'-0" 3'-6" 32'-0" 3'-6"
10'-0" 4'-0" 3'-6" 12'-0" 13'-0" 3'-6" WH 36" dr.
36" dr.
58'-0" 3'-6" Min. Easement recycle trash compost meters (alt. location) 18R Garage 24'-1" x 20'-0" coats storage under stairs Bath3 Bedroom 4 Suite 16'-0" x 12'-11" Entry 18"X72" Future ESS Space cable / tele. elec. First Floor 561 SQ. FT. 42'-612" 20' X 20' Parking Space
6'-6" Porch
ref
opt kitchette W.I.C. 5'-4" l.f.
1'-6" 2'-6" 196 SQ. FT. opt entry door heat pump
1'-512" up OPTIONAL CEILING MOUNT BICYCLE RACK ABOVE TRASH. STORAGE ASSIST MECHANISM 2'-6" BY RAD CYCLE OR SIMILAR.45'-6" 10'-0" 3'-6" 25'-0" 3'-6" 32'-0" 10'-0" 37'-6" 2'-6" 3'-6" 12'-0" 13'-0" 3'-6" Pdr. 18R up Great Room 20'-2" x 15'-9" Kitchen Dining 16'-6" x 12'-4" pantry media wall Second Floor 1041 SQ. FT. 6'-612" Tech 12'-1" x 7'-6" deck o/ living 6'-0" 5'-6"
8'-6" 7'-0" Deck 11'-6" x 6'-1" 70 SQ. FT. deck o/ living dn 18R 1'-512"
2'-6" 45'-6" 10'-0" 3'-6" 25'-0" 3'-6" 32'-0"
10'-0" 37'-6" 2'-6" 3'-6" 12'-0" 13'-0" 3'-6" Pdr. 18R dn 18R Great Room 19'-0" x 25'-1" Kitchen pantry media wall Deck 11'-6" x 6'-1" 70 SQ. FT. Alt Second Floor 1041 SQ. FT. 6'-612" Tech 12'-1" x 7'-6" deck o/ living 6'-0"
5'-6" 7'-6" 5'-0"6'-0" up
1'-512" A3.18 PLAN 2 1ST - 2ND FLOOR PLANSFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4 BEDROOMS 3.5 BATHS 2,781 S.F. 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' NOTE: ALL AC UNITS TO COMPLY WITH C.M.C. CHAPTER 10.48: COMMMUNITY NOISE CONTROL FOR ACCESSORY STRUCTURES AND NOISE GENERATION 4 2606
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Primary Bedroom 14'-0" x 13'-6" Primary Bath
2'-6" 45'-6" 10'-0" 3'-6" 25'-0" 3'-6" 32'-0"
11'-0" 44'-6" 2'-6" 3'-6" 25'-0" 3'-6" Hall Bedroom 2 11'-10" x 12'-11" Bedroom 3 11'-10" x 10'-7" Third Floor 1053 SQ. FT. Laund. Bath2 6'-0" linen W.I.C. 26'-4" l.f. 18R up
7'-6" dn 20R attic access attic access Emergency Rescue Opening (Egress Window) * * * * * * * 15'-6" 16'-212" 13'-912" 3'-6" 25'-0" 3'-6" 32'-0"
12'-4" 16'-212" 15'-6" 3'-6" 25'-0" 3'-6" Roof Top Deck 126 SQ. FT. 19R Covered Roof Deck 11'-6" x 15'-3" 176 SQ. FT. 2'-6" 10'-0"
11'-512" 2'-6" Roof Deck 11'-6" x 15'-3" 142 SQ. FT. Total Deck Area 319 SQ. FT. mech dn attic access 10'-0"
11'-512" 3'-6" 12'-0" 13'-0" 3'-6" Partial First Floor (LOT 7) 561 SQ. FT. (Porch Removed) See Standard Floor plan for area not shown here. 3'-0" Porch opt entry door A3.19 PLAN 2 3RD - ROOF DECK FLOOR PLANSFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' 2607
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2'-0"
eave
1'-0"
eave
6" 3'-4" 3'-6" 3'-6"
5'-6" 2'-6" 3'-4" 2'-6"
2'-0"
eave 3'-4" 3'-4"
6" 3'-6" 3'-6"
6'-4" 3'-4" 2'-6"
2'-0"
eave
1'-4"
eave
6" 3'-6" 3'-6"
5'-6" 2'-2" 2'-6" STEVENS CREEK BLVD ALVES DR 18 1245 31 R R 8 23 46 60STEVENS CREEK BLVD ALVES DR R STEVENS CREEK BLVD ALVES DR 17 732 24 R 9'-10" 2'-6" 3'-4"
1'-4"
2'-0"
eave 2'-6"
eave
6" 2'-6"
2'-0"
eave 3'-4"
6" 3'-4" A3.20 PLAN 2 RTD ROOF PLANS SFD PLAN 2 - AERIAL APPARATUS GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 'B' ELEVATION ROOF PLAN 4:12 ROOF PITCH TYP. 10:12 ACCENT ROOF PITCH TIGHT EAVE & RAKE TYP. 'C' ELEVATION ROOF PLAN 6:12 ROOF PITCH TYP. 16" EAVE, 12" RAKE TYP. 'A' ELEVATION ROOF PLAN 4:12 ROOF PITCH TYP. 12" EAVE, TIGHT RAKE TYP. C ELEVATION STYLE 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' B ELEVATION STYLE A ELEVATION STYLE PARTIAL ROOF PLAN (LOT 7 ONLY) PORCH REMOVED. SEE STANDARD FOR INFORMATION NOT SHOWN 4:12 ROOF PITCH TYP. 12" EAVE, TIGHT RAKE TYP. Elevations shown plotted per the Architectural Style Plotting Sheet. Lot lines reflect smallest lot size on site. See Lot Coverage sheets for additional information. Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. No roof mounted mechanical equipment is proposed. ROOF PLAN NOTES 2608
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2'-0"
eave
2'-0"
eave
2'-0"
eave STEVENS CREEK BLVD ALVES DR 1149 57 52 139 63 R R R R 27 34 41 66 STEVENS CREEK BLVD ALVES DR R 5R STEVENS CREEK BLVD ALVES DR 38 28 55 50 61 RR A3.20A PLAN 2 RTD ROOF PLANS SFD PLAN 2 - GROUND LADDER ACCESS GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 'B' ELEVATION ROOF PLAN 4:12 ROOF PITCH TYP. 10:12 ACCENT ROOF PITCH TIGHT EAVE & RAKE TYP. 'C' ELEVATION ROOF PLAN 6:12 ROOF PITCH TYP. 16" EAVE, 12" RAKE TYP. 'A' ELEVATION ROOF PLAN 4:12 ROOF PITCH TYP. 12" EAVE, TIGHT RAKE TYP. C ELEVATION STYLE 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' 0 2 4 8 Scale 1" = 4' Elevations shown plotted per the Architectural Style Plotting Sheet. Lot lines reflect smallest lot size on site. See Lot Coverage sheets for additional information. Solar panels shown are for illustrative purposes only. Solar will be confirmed with solar consultant during building submittal process. Location, quantity, and orientation may change. No roof mounted mechanical equipment is proposed. ROOF PLAN NOTES Eave height less than 31' for fire ladder access. B ELEVATION STYLE A ELEVATION STYLE 2609
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PORCH ENTRY GARAGE TECH GREAT ROOM KITCHEN ATTIC PRIMARY BEDROOM HALL BEDROOM 2 ATTIC ATTIC 75° EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 8'-2" 75° EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 3'-2" * * 11'-11"ROOF GROUND LADDER ACCESS MAX FF TO SPOT GRADE DROP OF 1'-4" TO ACHIEVE 31' BLDG HEIGHT TO TOP OF FASCIA @ EAVE. 75° SHAFT MECH STAIRS AREA BELOW GROUND LADDER ACCESS TO REMAIN CLEAR. BA 3 W.I.C. ENT KITCHEN DINING PRIMARY W.I.C. HALL ROOF TOP DECK ATTIC HALL ATTIC ACCESS 6'-0" 5'-6" 8'-6" 7'-0" GARAGE ENTRY ATTIC EMERGENCY RESCUE OPENING/ GROUND LADDER ACCESS 8'-2" * 11'-11" ROOF GROUND LADDER ACCESS MAX FF TO SPOT GRADE DROP OF 1'-4" TO ACHIEVE 31' BLDG HEIGHT TO TOP OF FASCIA @ EAVE. AREA BELOW GROUND LADDER ACCESS TO REMAIN CLEAR. ROOF TOP DECK 4'-7 1/2" DINING KITCHEN GREAT ROOM DECK BEDROOM 3 PRIMARY BATH 4'-4" A3.21 PLAN 2 RTD SECTIONSSFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL FIRST FLOOR PLAN 2 SECTION SECOND FLOOR ROOF TOP DECK 2- PLAN 2 SECTION 1- 1 2 1 2 1 2 1 2 1 2 1 2 0 4 8 12 Scale 3/16" = 1' 0 4 8 12 Scale 3/16" = 1' 0 8 16 32 Scale 1" = 16' SECTION KEY PLANS 1 2 1 2 THIRD FLOOR * * = EMERGENCY RESCUE OPENING (EGRESS WINDOW)* * 3 - PLAN 2 SECTION 0 4 8 12 Scale 3/16" = 1' 3 3 3 3 3 3 3 3 2610
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1. RECESSED WINDOW DETAIL HEAD SILL JAMB FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT STUD WALL - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED 4 1/2" NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW STUD WALL - SSD INTERIOR FINISH FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SHEATHING - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED SHEATHING - SSD HEADER PER STRUCTURAL STUD WALL - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW W.R.B. O/ S.A.F. O/ HEAD FLASHING W/ CLOSED ENDS O/ S.A.F. O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT 2" 4" MAX SHEATHING - SSD LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW 4 1/2" 4 1/2" FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SL LAP S.A.F. O/ W.R.B. PLACE BOND BREAKER TAPE OVER ALL SHEET METAL HORIZONTAL SURFACE INTENDED TO DRAIN WATER FROM BEHIND STUCCO DRIP SCREED - 1/2" MIN DRIP EDGE LAP W.R.B O/ S.A.F. O/ DRIP SCREED 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. STUCCO O/ SHAPED E.P.S. FOAM TRIM 4 1/2" 1/2" 1" 1" 2" 6 1/4"
2" 1" 1" 2 1/4" 2. ACCENT WINDOW DETAIL HEADER, SSD INTERIOR FINISH INTERIOR FINISH LAP W.R.B. O/ S.A.F. O/ HEAD FLASHING, TYP. W.R.B. O/ S.A.F. O/ NAILING FLANGE O/ FLASHING. 2X4 FIBER CEMENT TRIM 2X4 FIBER CEMENT TRIM 3/16" SEALANT, TYP. FACTORY FINISHED WINDOW AS SCHEDULED OR NOTED SET IN CONTINUOUS SEALANT 2X4 FIBER CEMENT TRIM SEALANT INTERIOR FINISH HEADJAMB SILL SL 3/16" SL STUCCO J-MOULD GSM "Z" FLASHING W/ CLOSED ENDS O/ S.A.F. NAILING FLANGE EXTERIOR SHEATHING AND FRAMING EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DRAWINGS. EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DRAWINGS. MANUF. FACTORY FINISHED WINDOW. SET IN CONTINUOUS SEALANT, TYP. MANUF. FACTORY FINISHED WINDOW AS SCHEDULED FIXED OR SLIDER WHERE INDICATED. SET IN CONTINUOUS SEALANT, TYP. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 4 1/2" 1/2" 1" 1" 2" 6 1/4"
2" 1" 1" 2 1/4" SL STUCCO O/ SHAPED EPS FOAM TRIM 3. DECK GUARDRAIL-FACE MOUNT SEAMLESS ALUMINUM PREFINISHED FASCIA GUTTER SEE ROOF PLAN EDGE DRIP METAL EAVE RISER W/ WEEP HOLES PER ROOF TILE MFGR. MIN. (2) LAYERS 30# ROOF FELT LAP OVER EAVE RISER CONC. S-TILE - INSTALL PER MFGR. RECOMMENDATIONS 2x8 RESAWN FASCIA RESAWN STARTER BD. PRIME AND PAINT WALL SHTG - S.S.D. BATTENS PER TILE MFGR. ROOF SHT'G. - S.S.D. 2X8 RESAWN BARGE BD. (2) LAYERS MIN 30 # ROOF FELT. TURN FELT 1" MIN. DOWN RAKE EDGE - VERIFY WITH MANUF. CONC. S-TILE O/ BATTENS- INSTALL PER MFGR. RECOMMENDATIONS 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. WALL SHT'G. - S.S.D. SEALANT OR MORTAR RAKE TILEPROVIDE 2X4 CRIPPLERS @ 24" O.C. FOR EXTERIOR FINISH SUPPORT @ RAKE ENDS OR GABLE END TRUSS TURN DOWN UNDERLAYMENT 1" OVER FASCIA3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. 4. EAVE - CONC. S-TILE 3. TIGHT RAKE - CONC. S-TILE2" RECESS IN STUCCO 1'-0" 1'-6" 6X6 DECO TILE 5. RECESSED TILE DETAIL A3.22 ARCHITECTURAL DETAILS - A STYLE 'A' SPANISH STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 21435 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 2611
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WEATHERSTRIP BEYOND PER HD/JAMB DETAIL FACE OF WALL BEYOND DOOR & FRAME BEYOND WITH INTEGRAL STOP WATERPROOF MEMBRANE OVER AND UNDER THRESHOLD PAN FLASHING HARDSCAPE BELOW SCREED CORROSION RESISTANT THRESHOLD FLASHING PAN ISOLATE DISSIMILAR METALS & METAL TO CONCRETE. LANDING SLOPE 1/4" = 1'-0" MAX 7 34" MAX THRESHOLD INSTALL PER MANUF. DOOR BOTTOM "PEMKO" 34SD OR EQ. SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED DOOR AND FRAME HEAD JAMB APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. PERIMETER GASKET JAMB S.A.F. EXTEND DOWN O/ PAN FLASHING & L FLASHING PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR FRAME JAMB VERIFY FRAME WIDTH WITH WALL REQ'MT. FRAMING PER STRUCTURAL DOOR SHIM LOW EXPANSION FOAM APPLY WITHIN SHIM CAVITY INTERIOR FINISH SHEATHING MAY OCCUR HEADER PER STRUCTURAL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. W.R.B. O/ 9" WIDE WEEP S.A.F. O/ HEAD FLASHING CAP O/ DOOR HEAD S.A.F. 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED DOOR AND FRAME GSM HEAD FLASHING CAP, WHEN REQUIRED BY DETAIL 3 THIS SHEET SET IN SEALANT OVER PLASTER MOULD APPLIED FOAM TRIM MAY OCCUR; SEE EXTERIOR ELEVATIONS PERIMETER GASKET INTERIOR FINISH FRAMING PER STRUCTURAL BOND BREAKER PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR HEAD W/ BEAD OF SEALANT AT HEAD AND MOULD 1/2"
MIN. SL 2 : 12 1. DOOR THRESHOLD 2. DOOR INTERIOR FINISH FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SHEATHING MAY OCCUR 2X4 FIBER CEMENT TRIM W.R.B. O/ S.A.F. O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ JAMB S.A.F. CORNER FLASH (BELOW) LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW COMPATIBLE SEALANT, EACH SIDE 5. MULLION W/ FIB. CEM. TRIM 3/4" X 3/4" ALUMINUM VERTICAL RAILS - WELDED TO POSTS LIV. UNIT F.F. ELEV. 42" MIN. TALL GUARDRAIL
(N.T.S.)

FROM SHEATHING
5 1/2" 5" SUBSTRATE SLOPE NOTE: AT NO POINT SHOULD A 4" DIAMETER SPHERE BE ALLOWED TO PASS THROUGH. 3 3/4"1 1/2" 1 1/2" X 1 1/2" ALUMINUM TUBE - WELD TO SUPPORT POSTS - RETURN TO WALL AT ENDS ROUND EDGES AND GRIND SMOOTH PRE DRILL FOR 12" LAG SCREW FASTENERS W/ MIN. 4.5" MIN. EMBEDMENT INTO SOLID WOOD. FILL WITH RAINBUSTER SEALANT PRIOR TO INSTALLING FASTENER S.S.D. 1/2" 1 1/2" X 1 1/2" ALUMINUM TUBE - WELD TO SUPPORT POSTS - RETURN TO WALL AT ENDS ROUND EDGES AND GRIND SMOOTH WALL BEYOND 1 1/2" 3" 5 3/4" 4 1/4" 6. EDGE MOUNTED RAIL EXTERIOR PORCH 3-COAT STUCCO O/ METAL LATH O/ (2) INDEPENDENT LAYERS OF W.R.B. W.R.B. O/ 12" S.A.F. (6" AROUND EACH CORNER). CORNER REINFORCEMENT PER PLAN 3. STUCCO JAMB SHEATHING MAY OCCUR WALL FRAMING PER STRUCTURAL SOFFIT DRIP EXTEND 1" PAST OPENING STUCCO O/ RIB LATH (2) INDEPENDENT LAYERS OF W.R.B. PER PLAN 3-COAT STUCCO O/ METAL LATH O/ (2) INDEPENDENT LAYERS OF W.R.B. O/ S.A.F. O/ SOFFIT DRIP 0/ SHEATHING 4. STUCCO SOFFIT EXTERIOR STUCCO (2) LAYERS BUILDING PAPER SELF ADHESIVE FLASHING 3/8" MIN. - 1/2" MAX. SEALANT OVER BACKER GSM COLLAR SOLDERED (2) LAYERS OF BUILDING PAPER FILL GAP WITH MANUF. APPROVED MATERIALS IF GAP BETWEEN SHEATHING AND PENETRATION EXCEEDING THE WIDTH ALLOWED GSM COLLAR SOLDERED (2) LAYERS BUILDING PAPER SELF-ADHESIVE, SELF-HEALING FLASHING PENETRATION BOX VENT HOOD. PAINT TO MATCH ADJACENT MATERIAL/COLOR. 7. PENETRATION - SHEET METAL COLLAR TYP. A3.23 ARCHITECTURAL DETAILS - A STYLE 'A' SPANISH STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 213564 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 2612
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10" 10"
3" 3 1/2" 3 1/2"
R1'-6 1/8"
R1'-6 1/8" E.P.S. FOAM CORBEL AT SOFFIT W/ STUCCO FINISH COAT OVER - SEE ELEVATIONS 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. 1. SOFFIT CORBEL PROFILE PER PLAN WALL FRAMING SHEATHING MAY OCCUR FRAMING PER STRUCTURAL W.R.B. O/ S.A.F. O/ WEEP SCREED W/ BOND BREAKER, O/ W.R.B. EXTEND 2" BEYOND RECESSED OPENING 26 GA. GALV. MTL WEEP SCREED EXTEND 1" PAST OPENING INTERIOR FINISH STUCCO O/ RIB LATH SHAPED E.P.S. FOAM CORBEL WITH EXT. PLASTER OVER. WOOD GRAIN FINISH - MAY OCCUR. SEE EXTERIOR ELEVATION. 3-COAT STUCCO O/ METAL LATH O/ (2) INDEPENDENT LAYERS OF W.R.B. 2" 1" 2"
8" 10" 1" 3 1/2" 1"
2" 3 1/2" 1" SOFFIT DRIP EXTEND S.A.F. O/ SOFFIT DRIP TOP OF LOW WALL (T.O.PL) PER EXTERIOR ELEVATIONS DBL. TOP PLATE - S.S.D. S.A.F. (HEAT RESISTANT) - LAP 6" DOWN SIDE OF EA. WALL O/ DBL. PLATE O/ W.R.B. WRB O/ SAF SHTG. MAY OCCUR S.S.D. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. 14"/Ft.SLP 2. STUCCO LOW WALL AT DECK MTL DECK EDGE FLASHING W/ EDGE DRIP O/ CONT. SEALANT - EDGE PRIME & PAINT TO MATCH WALL SURFACE 3-COAT STUCCO SYSTEM O/ WIRE LATH O/ W.R.B. NEOPRENE WASHER @ EACH BOLT THRU BOLT, SSD LAG SCREWS, SSD STEEL "C" CLIP THRU BOLTED SEALANT AND BACKEROD AROUND PERIMETER OF BLOCKING J-MOLD 6X6 STEEL PLATE O/ 3/8" NEOPRENE PAD O/ SOLDERED G.S.M CAP FLASHING O/ PTDF 1X WOOD BLOCKING O/ WRB O/ SAF O/ WRB. SOFFIT VENT AT DECK, TYP. GSM SOFFIT DRIP, TYP 3. DECK GUARDRAIL-FACE MOUNT 12" 2" 24 GA. CONDUCTOR HEAD SCUPPER OVERFLOW HOLE CONDUCTOR HEAD STRAP D.S. SEE PLANS SCREW ATTACH STRAP TO SOLID BLKG; PRE-DRILL PILOT HOLE INJECT SILICONE SEALANT PRIOR TO INSTALLING SCREW. A 6" 4" 4" SCUPPER ISO REAR VIEW NOTE: INSTALL ROOF MEMBRANE THROUGH SCUPPER. INSTALL ROOF CLAD MTL. & STRIP IN FLANGES W/ ROOF MEMBRANE ROOF CLAD 24 GA. SHEET MTL. SCUPPER COLLAR, SOLDER ALL SEAMS AND RE-COAT CLADDING SCUPPER ISO FRONT VIEW 4" 4" HEMMED DRIP EDGE 5" 1" 4" 4" 6" MECHANICALLY FASTEN AND SOLDER COLLAR TO THROAT O/ SCUPPER IN FIELD ROOF CLAD 24 GA. SHEET MTL. SCUPPER COLLAR, SOLDER ALL SEAMS AND RE-COAT CLADDING6" WALL THICKNESS A B 5. SCUPPER TYP. (ALL STYLES) A3.24 ARCHITECTURAL DETAILS - A STYLE 'A' SPANISH STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 1. 4 2 4. CANTILEVER - STUCCO 1 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 0 2 4 8 Scale: 1/4" = 1'-0" REAR ELEVATION 0 2 4 8 Scale: 1/4" = 1'-0" LEFT ELEVATION 0 2 4 8 Scale: 1/4" = 1'-0" REAR ELEVATION 0 2 4 8 Scale: 1/4" = 1'-0" RIGHT ELEVATION 3 5 2613
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1. RECESSED WINDOW @ STUCCO HEAD SILL JAMB FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT STUD WALL - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED 4 1/2" NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW STUD WALL - SSD INTERIOR FINISH FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SHEATHING - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED SHEATHING - SSD HEADER PER STRUCTURAL STUD WALL - SSD 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW W.R.B. O/ S.A.F. O/ HEAD FLASHING W/ CLOSED ENDS O/ S.A.F. O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT 2" 4" MAX SHEATHING - SSD LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW 4 1/2" 4 1/2" FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SL LAP S.A.F. O/ W.R.B. PLACE BOND BREAKER TAPE OVER ALL SHEET METAL HORIZONTAL SURFACE INTENDED TO DRAIN WATER FROM BEHIND STUCCO DRIP SCREED - 1/2" MIN DRIP EDGE LAP W.R.B O/ S.A.F. O/ DRIP SCREED 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. SHAPED E.P.S. FOAM TRIM 2X4 E.P.S. FOAM TRIM PER ELEVATIONS 1" 1 1/4" EXTERIOR SHEATHING AND FRAMING, SDD. 2X10 FASCIA BOARD O/ P.T.D.F. NAILER 2X6 FASCIA BOARD BACKER ROD AND CONTINUOUS COMPATIBLE SEALANT AT STUCCO J-MOLD 3-COAT STUCCO SYSTEM O/ W.R.B. W.R.B. ROOF UNDERLAYMENT COMPOSITE SHINGLE/STANDING SEEM METAL ROOFING 2X4 FLATS @ 24" O.C. RETURN (2) TRUSS BAYS 2X STUCCO KEYGSM FLASHING - HEMMED DRIP EDGE SEAMLESS ALUMINUM PREFINISHED FASCIA GUTTER GSM FLASHING - HEMMED DRIP EDGE ROOF UNDERLAYMENT COMPOSITE SHINGLE/STANDING SEAM METAL ROOFING 12" S.A.F. NEOPRENE WASHER SCREW EXTERIOR SHEATHING AND FRAMING, SDD. 2X8 FASCIA BOARD BACKER ROD AND CONTINUOUS COMPATIBLE SEALANT AT STUCCO J-MOLD 3-COAT STUCCO SYSTEM O/ W.R.B. W.R.B. 4. TIGHT EAVE DETAIL ROOF SHEATHING - S.S.D. 3. TIGHT RAKE DETAIL 2. ACCENT WINDOW DETAIL HEADER, SSD INTERIOR FINISH INTERIOR FINISH LAP W.R.B. O/ S.A.F. O/ HEAD FLASHING, TYP. W.R.B. O/ S.A.F. O/ NAILING FLANGE O/ FLASHING. 2X4 FIBER CEMENT TRIM 2X4 FIBER CEMENT TRIM 3/16" SEALANT, TYP. FACTORY FINISHED WINDOW AS SCHEDULED OR NOTED SET IN CONTINUOUS SEALANT 2X4 FIBER CEMENT TRIM SEALANT INTERIOR FINISH HEADJAMB SILL SL 3/16" SL STUCCO J-MOULD GSM "Z" FLASHING W/ CLOSED ENDS O/ S.A.F. NAILING FLANGE EXTERIOR SHEATHING AND FRAMING EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DRAWINGS. EXTERIOR SHEATHING AND FRAMING PER STRUCTURAL DRAWINGS. MANUF. FACTORY FINISHED WINDOW. SET IN CONTINUOUS SEALANT, TYP. MANUF. FACTORY FINISHED WINDOW AS SCHEDULED FIXED OR SLIDER WHERE INDICATED. SET IN CONTINUOUS SEALANT, TYP. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. 3-COAT STUCCO O/ METAL LATH O/ W.R.B. FIBER CEMENT BOARD 45 DEGREE DIAGONAL STRIPS 5" O.C. O/ FIBER CEMENT BOARD PANEL 5. FIBER CEMENT BOARD DETAIL 2X4 FIBER CEMENT TRIM A3.25 ARCHITECTURAL DETAILS - B STYLE 'B' MODERN FRENCH STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2 3 51 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 4 LEFT ELEVATION 2614
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WEATHERSTRIP BEYOND PER HD/JAMB DETAIL FACE OF WALL BEYOND DOOR & FRAME BEYOND WITH INTEGRAL STOP WATERPROOF MEMBRANE OVER AND UNDER THRESHOLD PAN FLASHING HARDSCAPE BELOW SCREED CORROSION RESISTANT THRESHOLD FLASHING PAN ISOLATE DISSIMILAR METALS & METAL TO CONCRETE. LANDING SLOPE 1/4" = 1'-0" MAX 7 34" MAX THRESHOLD INSTALL PER MANUF. DOOR BOTTOM "PEMKO" 34SD OR EQ. SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED DOOR AND FRAME HEAD JAMB APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. PERIMETER GASKET JAMB S.A.F. EXTEND DOWN O/ PAN FLASHING & L FLASHING PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR FRAME JAMB VERIFY FRAME WIDTH WITH WALL REQ'MT. FRAMING PER STRUCTURAL DOOR SHIM LOW EXPANSION FOAM APPLY WITHIN SHIM CAVITY INTERIOR FINISH SHEATHING MAY OCCUR HEADER PER STRUCTURAL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. W.R.B. O/ 9" WIDE WEEP S.A.F. O/ HEAD FLASHING CAP O/ DOOR HEAD S.A.F. 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED DOOR AND FRAME GSM HEAD FLASHING CAP, WHEN REQUIRED BY DETAIL 3 THIS SHEET SET IN SEALANT OVER PLASTER MOULD APPLIED FOAM TRIM MAY OCCUR; SEE EXTERIOR ELEVATIONS PERIMETER GASKET INTERIOR FINISH FRAMING PER STRUCTURAL BOND BREAKER PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR HEAD W/ BEAD OF SEALANT AT HEAD AND MOULD 1/2"
MIN. SL 2 : 12 1. DOOR THRESHOLD 2. DOOR INTERIOR FINISH FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SHEATHING MAY OCCUR 2X4 FIBER CEMENT TRIM W.R.B. O/ S.A.F. O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ JAMB S.A.F. CORNER FLASH (BELOW) LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW COMPATIBLE SEALANT, EACH SIDE 5. MULLION W/ FIB. CEM. TRIM 3/4" X 3/4" ALUMINUM VERTICAL RAILS - WELDED TO POSTS LIV. UNIT F.F. ELEV. 42" MIN. TALL GUARDRAIL
(N.T.S.)

FROM SHEATHING
5 1/2" 5" SUBSTRATE SLOPE NOTE: AT NO POINT SHOULD A 4" DIAMETER SPHERE BE ALLOWED TO PASS THROUGH. 3 3/4"1 1/2" 1 1/2" X 1 1/2" ALUMINUM TUBE - WELD TO SUPPORT POSTS - RETURN TO WALL AT ENDS ROUND EDGES AND GRIND SMOOTH PRE DRILL FOR 12" LAG SCREW FASTENERS W/ MIN. 4.5" MIN. EMBEDMENT INTO SOLID WOOD. FILL WITH RAINBUSTER SEALANT PRIOR TO INSTALLING FASTENER S.S.D. 1/2" 1 1/2" X 1 1/2" ALUMINUM TUBE - WELD TO SUPPORT POSTS - RETURN TO WALL AT ENDS ROUND EDGES AND GRIND SMOOTH WALL BEYOND 1 1/2" 3" 5 3/4" 4 1/4" 6. EDGE MOUNTED RAIL EXTERIOR PORCH 3-COAT STUCCO O/ METAL LATH O/ (2) INDEPENDENT LAYERS OF W.R.B. W.R.B. O/ 12" S.A.F. (6" AROUND EACH CORNER). CORNER REINFORCEMENT PER PLAN 3. STUCCO JAMB SHEATHING MAY OCCUR WALL FRAMING PER STRUCTURAL SOFFIT DRIP EXTEND 1" PAST OPENING STUCCO O/ RIB LATH (2) INDEPENDENT LAYERS OF W.R.B. PER PLAN 3-COAT STUCCO O/ METAL LATH O/ (2) INDEPENDENT LAYERS OF W.R.B. O/ S.A.F. O/ SOFFIT DRIP 0/ SHEATHING STUCCO O/ 2X FLAT FOAM TRIM 0/ 2X6 FOAM TRIM 4. STUCCO SOFFIT EXTERIOR STUCCO (2) LAYERS BUILDING PAPER SELF ADHESIVE FLASHING 3/8" MIN. - 1/2" MAX. SEALANT OVER BACKER GSM COLLAR SOLDERED (2) LAYERS OF BUILDING PAPER FILL GAP WITH MANUF. APPROVED MATERIALS IF GAP BETWEEN SHEATHING AND PENETRATION EXCEEDING THE WIDTH ALLOWED GSM COLLAR SOLDERED (2) LAYERS BUILDING PAPER SELF-ADHESIVE, SELF-HEALING FLASHING PENETRATION BOX VENT HOOD. PAINT TO MATCH ADJACENT MATERIAL/COLOR. 7. PENETRATION - SHEET METAL COLLAR TYP. A3.26 ARCHITECTURAL DETAILS - B STYLE 'B' MODERN FRENCH STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 213564 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 2615
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ROOF TRUSSES BY OTHERS STUCCO SOFFIT FIBER CEMENT SMOOTH VERTICAL SIDING O/ W.R.B. O/ PLYWOOD AA SECTION AA BEAM -S.S.D. TOP OF PLATE 1. BOX COLUMN

3.99"
MAX. SHEATHING MAY OCCUR FRAMING PER STRUCTURAL W.R.B. O/ S.A.F. O/ DRIP SCREED O/ W.R.B. EXTEND 2" BEYOND RECESSED OPENING 26 GA. GALV. MTL DRIP SCREED EXTEND 1" PAST OPENING STUCCO O/ RIB LATH SHAPED E.P.S. FOAM CORBEL WITH EXT. PLASTER OVER. WOOD GRAIN FINISH . SEE EXTERIOR ELEVATION. 3-COAT STUCCO O/ METAL LATH O/ (2) INDEPENDENT LAYERS OF W.R.B. 6"
3" 3" 10" 9" 1" WALL BEYOND 2. DECK FUR-OUT W/ CORBEL SLP. T.O. PL. T.O. SHTG. SLP HDR. HT. T.O. PLATE STUCCO FINISH STANDING SEAM METAL ROOF - PER COLOR SCHEME SMOOTH FIBER CEMENT PANEL W/ 5/4" FIBER CEMENT TRIM SURROUND AND INSERTS SMOOTH FIBER CEMENT PANEL W/ 5/4" FIBER CEMENT TRIM SURROUND AND INSERTS SMOOTH FIBER CEMENT TRIM SMOOTH FIBER CEMENT SOFFIT STUCCO FINISH 3. BAY WINDOW EPS FOAM TRIM W/ PLASTER FINISH - SEE ELEVATIONS FOR FINISH TEXTURE . APPLY W/ ADHESIVE OVER 1 CT. STUCCO BASE COAT AND OVERLAP EMBEDDED MESH INTO BASE COAT MIN. 2-1/2". W.R.B. 12" S.A.F 1 COAT STUCCO SYSTEM O/ (2) LAYERS 60 MINUTE SLOPE 1/4":12 GRADE "D" W.R.B. 3"EPS FOAM TRIM 1 COAT STUCCO SYSTEM O/ (2) LAYERS 60 MINUTE GRADE "D" W.R.B. W.R.B. O/ S.A.F. O/ DRIP5. STUCCO BELLY BAND 2" 2" 2" A3.27 ARCHITECTURAL DETAILS - B STYLE 'B' MODERN FRENCH STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 5312 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 2616
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STUD WALL INTERIOR FINISH FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT SHEATHING MAY OCCUR W.R.B. O/ S.A.F. O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ JAMB S.A.F. W.R.B. O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ SILL S.A.F. O/ SILL BIB FLASHING O/ W.R.B. SHEATHING - SSD FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED CORNER FLASH (BEYOND) 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED CORNER FLASH (BELOW) SHAPED E.P.S. FOAM TRIM - SEE ELEVATIONS LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW STUD WALL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. INTERIOR FINISH SL JAMB SILL 1. WINDOW @ STUCCO - FLUSH 2X4 E.P.S. APPLIED FOAM TRIM 4" 2" 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. SHEATHING MAY OCCUR HEADER PER STRUCTURAL FACTORY FINISHED WINDOW SET IN CONTINUOUS SEALANT STUD WALL INTERIOR FINISH W.R.B. O/ S.A.F. O/ GSM Z-FLASHING O/ BHEAD FLASHING O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT. 2x SOLID BACKING REQUIRED WHEN SHEATHING NOT PROVIDED LOW EXPANSION FOAM ALL FOUR SIDES OF WINDOW GSM Z-FLASHING, EXTEND FLASHING 1" MIN. BEYOND WINDOW JAMB, EA SIDE - O/ SEALANT 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. HEAD FLASHING O/ NAILING FLANGE HEAD SL 2X4 E.P.S. APPLIED FOAM TRIM 4. EAVE - TYPICAL 3. RAKE - TYPICAL 2X8 RESAWN BARGE BD. ROOF UNDERLAYMENT. TURN 1" MIN. DOWN RAKE EDGE SEE ROOF PLANCOMPOSITE SHINGLE 2X4 FLATS @ 24" O.C. RETURN (2) TRUSS BAYS RESAWN STARTER BOARD. PRIME & PAINT WALL SHT'G. - S.S.D. 2X STUCCO KEY PROVIDE 2X4 CRIPPLERS @ 24" O.C. FOR EXTERIOR FINISH SUPPORT @ RAKE ENDS OR GABLE END TRUSS. GSM FLASHING - HEMMED DRIP EDGE FIBER CEMENT SIDING 3-COAT STUCCO SYSTEM O/ METAL LATH O/ BLDG. PAPER SEAMLESS ALUMINUM PREFINISHED FASCIA GUTTER SEE ROOF PLAN 2X FRIEZE BLOCK SEE ROOF PLAN GSM FLASHING - HEMMED DRIP EDGE EAVE RISER W/ WEEP HOLES PER ROOFING MFGR. ROOF UNDERLAYMENT COMPOSITE SHINGLE 2 x 8 FASCIA BARGE BD. BEYOND RESAWN STARTER BD. PRIME AND PAINT WALL SHTG - S.S.D. 6" MIN. ENERGY HEEL, STANDARD. ROOF SHT'G. - S.S.D. FIBER CEMENT SIDING WHERE OCCURS 6" MIN.

STD. 12" S.A.F. NEOPRENE WASHER SCREW ALUM. STRAP @ 3'-0" O.C., MAX FASTENERS @ 8" O.C. 2. WINDOW @ SIDINGSTUD WALL INTERIOR FINISH FACTORY FINISHED WINDOW AS SCHEDULED OR NOTED SET IN CONTINUOUS SEALANT SHEATHING - SSD 2X4 FIBER CEMENT TRIM 3/16" SEALANT, TYP FACTORY FINISHED WINDOW AS SCHEDULED OR NOTED SET IN CONTINUOUS SEALANT 2X4 FIBER CEMENT TRIM SEALANT HEAD JAMB SILL SL 3/16" CONTINOUS BEAD OF COMPATIBLE SEALANT ALL AROUND, PER MANUF. SPECS. NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING W.R.B. O/ S.A.F. O/ NAILING FLANGE O/ 1/2" BEAD OF SEALANT O/ WINDOW FLASHING HEADER PER STRUCTURAL FACTORY FINISHED WINDOW AS SCHEDULED OR NOTED SET IN CONTINUOUS SEALANT STUD WALL - SSD W.R.B. O/ 9" WIDE S.A.F. O/ FLASHING O/ Z BAR FLASHING 2X6 FIBER CEMENT TRIM SL FIBER CEMENT LAP SIDING O/ W.R.B. GSM Z-FLASHING, CLOSED TABS ON BOTH ENDS, BED IN CONTINUOUS COMPATIBLE SEALANT - EXTEND 1" MINIMUM BEYOND WINDOW OPENING FIBER CEMENT LAP SIDING O/ W.R.B. FIBER CEMENT LAP SIDING O/ W.R.B. SHEATHING - SSD WALL FRAMING - SSD SHEATHING - SSD GSM FLASHING PER MANUF. SPECIFICATIONS SEE ROOF PLAN 2X6 FIBER CEMENT TRIM - INSTALL PER MANUF. SPECS 4X4 WOOD KICKER AND OUTLOOKER 2X6 FIBER CEMENT BACKER BOARD 2X WOOD BLOCKING (2) LAYERS GRADE 'D' BUILDING PAPER O/ 12" WIDE S.A.F. - EXTEND S.A.F. 6" BEYOND BACKER BOARD ON ALL SIDES. PROVIDE SOLID BLOCKING AT FASTENING POINTS PER ELEVATION 60° 3" 1/2" CHAMFER ALL AROUND FILL WITH SEALANT 1/4" CLR FIBER CEMENT SHINGLE SIDING ROOF UNDERLAYMENT. TURN 1" MIN. DOWN RAKE EDGE COMPOSITE SHINGLE GSM FLASHING - HEMMED DRIP EDGE 5. RAKE W/ KICKER, OUTLOOKER A3.28 ARCHITECTURAL DETAILS - C STYLE 'C' CRAFTSMAN STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 5132 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 4 2617
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WEATHERSTRIP BEYOND PER HD/JAMB DETAIL FACE OF WALL BEYOND DOOR & FRAME BEYOND WITH INTEGRAL STOP WATERPROOF MEMBRANE OVER AND UNDER THRESHOLD PAN FLASHING HARDSCAPE BELOW SCREED CORROSION RESISTANT THRESHOLD FLASHING PAN ISOLATE DISSIMILAR METALS & METAL TO CONCRETE. LANDING SLOPE 1/4" = 1'-0" MAX 7 34" MAX THRESHOLD INSTALL PER MANUF. DOOR BOTTOM "PEMKO" 34SD OR EQ. SHEATHING MAY OCCUR 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED DOOR AND FRAME HEAD JAMB APPLIED FOAM TRIM MAY OCCUR, SEE EXTERIOR ELEVATIONS 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. PERIMETER GASKET JAMB S.A.F. EXTEND DOWN O/ PAN FLASHING & L FLASHING PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR FRAME JAMB VERIFY FRAME WIDTH WITH WALL REQ'MT. FRAMING PER STRUCTURAL DOOR SHIM LOW EXPANSION FOAM APPLY WITHIN SHIM CAVITY INTERIOR FINISH SHEATHING MAY OCCUR HEADER PER STRUCTURAL 3-COAT STUCCO SYSTEM O/ METAL LATH O/ W.R.B. W.R.B. O/ 9" WIDE WEEP S.A.F. O/ HEAD FLASHING CAP O/ DOOR HEAD S.A.F. 2x SOLID BACKING REQUIRED AT S.A.F. WHEN SHEATHING NOT PROVIDED DOOR AND FRAME GSM HEAD FLASHING CAP, WHEN REQUIRED BY DETAIL 3 THIS SHEET SET IN SEALANT OVER PLASTER MOULD APPLIED FOAM TRIM MAY OCCUR; SEE EXTERIOR ELEVATIONS PERIMETER GASKET INTERIOR FINISH FRAMING PER STRUCTURAL BOND BREAKER PLASTER MOULD O/ SEALANT O/ S.A.F. O/ DOOR HEAD W/ BEAD OF SEALANT AT HEAD AND MOULD 1/2"
MIN. SL 2 : 12 1. DOOR THRESHOLD 2. DOOR EXTERIOR PORCH 3-COAT STUCCO O/ METAL LATH O/ (2) INDEPENDENT LAYERS OF W.R.B. W.R.B. O/ 12" S.A.F. (6" AROUND EACH CORNER). CORNER REINFORCEMENT PER PLAN 3. STUCCO JAMB SHEATHING MAY OCCUR WALL FRAMING PER STRUCTURAL SOFFIT DRIP EXTEND 1" PAST OPENING STUCCO O/ RIB LATH (2) INDEPENDENT LAYERS OF W.R.B. PER PLAN 3-COAT STUCCO O/ METAL LATH O(2) INDEPENDENT LAYERS OF W.R.B. O/ S.A.F. O/ SOFFIT DRIP 0/ SHEATHING STUCCO SOFFIT STUCCO O/ 2X10 EPS FOAM TRIM - SEE ELEVATION 3/4" X 3/4" ALUMINUM VERTICAL RAILS - WELDED TO POSTS LIV. UNIT F.F. ELEV. 42" MIN. TALL GUARDRAIL
(N.T.S.)

FROM SHEATHING
5 1/2" 5" SUBSTRATE SLOPE NOTE: AT NO POINT SHOULD A 4" DIAMETER SPHERE BE ALLOWED TO PASS THROUGH. 3 3/4"1 1/2" 1 1/2" X 1 1/2" ALUMINUM TUBE - WELD TO SUPPORT POSTS - RETURN TO WALL AT ENDS ROUND EDGES AND GRIND SMOOTH PRE DRILL FOR 12" LAG SCREW FASTENERS W/ MIN. 4.5" MIN. EMBEDMENT INTO SOLID WOOD. FILL WITH RAINBUSTER SEALANT PRIOR TO INSTALLING FASTENER S.S.D. 1/2" 1 1/2" X 1 1/2" ALUMINUM TUBE - WELD TO SUPPORT POSTS - RETURN TO WALL AT ENDS ROUND EDGES AND GRIND SMOOTH WALL BEYOND 1 1/2" 3" 5 3/4" 4 1/4" 6. EDGE MOUNTED RAIL EXTERIOR STUCCO (2) LAYERS BUILDING PAPER SELF ADHESIVE FLASHING 3/8" MIN. - 1/2" MAX. SEALANT OVER BACKER GSM COLLAR SOLDERED (2) LAYERS OF BUILDING PAPER FILL GAP WITH MANUF. APPROVED MATERIALS IF GAP BETWEEN SHEATHING AND PENETRATION EXCEEDING THE WIDTH ALLOWED GSM COLLAR SOLDERED (2) LAYERS BUILDING PAPER SELF-ADHESIVE, SELF-HEALING FLASHING PENETRATION BOX VENT HOOD. PAINT TO MATCH ADJACENT MATERIAL/COLOR. 7. PENETRATION - SHEET METAL COLLAR TYP. A3.29 ARCHITECTURAL DETAILS - C STYLE 'C' CRAFTSMAN STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 4. 21364 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 2618
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MTL DECK EDGE FLASHING W/ EDGE DRIP O/ CONT. SEALANT - EDGE PRIME & PAINT TO MATCH WALL SURFACE 3-COAT STUCCO SYSTEM O/ WIRE LATH O/ W.R.B. NEOPRENE WASHER @ EACH BOLT THRU BOLT, SSD LAG SCREWS, SSD STEEL "C" CLIP THRU BOLTED SEALANT AND BACKEROD AROUND PERIMETER OF BLOCKING J-MOLD 6X6 STEEL PLATE O/ 3/8" NEOPRENE PAD O/ SOLDERED G.S.M CAP FLASHING O/ PTDF 1X WOOD BLOCKING O/ WRB O/ SAF O/ WRB. SEE DETAIL 22/- SOFFIT VENT AT DECK, TYP. GSM SOFFIT DRIP, TYP 2" X 2" TUBE STEEL POST 2x4 COMPOSITE RAILS 2. DECK GUARDRAIL - FACE MOUNT SHEATHING MAY OCCUR W.R.B. O/ 9" WIDE S.A.F. O/ SOFFIT DRIP WALL FRAMING PER STRUCTURAL 3-COAT STUCCO SYSTEM O/ EXPANDED METAL LATH LAP SIDING O/ W.R.B. INSTALL PER MANUFACTURER INSTRUCTIONS SPACER TO MAINTAIN PITCH 2" MIN. 26 GA MTL. Z-BAR FLASHING CAP W/ SOLDERED CLOSED ENDS PER PLAN SHEATHING MAY OCCUR W.R.B. O/ 9" WIDE S.A.F. O/ SOFFIT DRIP LAP SIDING O/ W.R.B. INSTALL PER MANUFACTURER INSTRUCTIONS SPACER TO MAINTAIN PITCH2" MIN. 26 GA MTL. Z-BAR FLASHING CAP W/ SOLDERED CLOSED ENDS PER PLAN 3/8"
1/2" SL 2 : 12 2"X4" O/ 1"X10" COMPOSITE TRIM 3. LAP SIDING SOFFIT 3/4" x 2.5" FIBER CEMENT BATTEN O/ 5/4" X 3.5" FIBER CEMENT TRIM O/ 1"X4" P.T.D.F. TRIM 24 Ga. GSM TRIM CAP W/ DRIP EDGE , SLP TOP SAMF (HEAT RESISTANT) STRIP MIN. WIDTH 6" OVER THE SIZE OF TRIM BAND ONE LAYER BLDG PAPER O/ SAMF EXTEND MIN. 12" TOP & BOT. OF TRIM BAND SEALANT PLASTER J MOLD 1/4" 3 COAT STUCCO O/ MTL. LATH O/ 2 LAYERS GRADE D BLDG PAPER 60 MIN. 5. BELLY BAND AT STUCCO 2X4 4X8 EPS FOAM TRIM WITH WOOD GRAIN FINISH 4X EPS SHAPED FOAM CORBEL WITH WOOD GRAIN FINISH 2" 4" 5" 2X4 SUPPORT 4. ENHANCED SILL ROOF TRUSSES BY OTHERS FIBER CEMENT VERTICAL SIDING, GROOVES & 8" O.C. O/ W.R.B. 1X2 WD. TRIM FIBER CEMENT SMOOTH VERTICAL SIDING O/ W.R.B. O/ PLYWOOD S.A.F. (LAP 9" UP WALL AND 6" DOWN WALL) O/ W.R.B. O/ 1/2" THICK EXT. GRADE PLYWOOD 1X2 WD. TRIM 2X2 WD. TRIM FIBER CEMENT SMOOTH VERTICAL SIDING SOFFIT O/ W.R.B. O/ PLYWOOD SECTION BB BEAM -S.S.D. ADHERED MANUF. BRICK VENEER - APPLY O/ BROWN COAT (DO NOT APPLY COAT ONTO BRICK VENEER 26 GA. GSM FLASHING W/ HEMMED EDGE O/ S.A.F. O/ W.R.B. TOP OF PLATE 6" CHISTLED EDGE WALL CAP - SLOPE 1/4" : 12 MIN. TO DRAIN (U.O.N. SEE ELEVATION) 1. BOX COLUMN W/ BRICK VENEER FIBER CEMENT SIDING O/ DBL. LAYER BLDG. PAPER STARTER STRIP 24 Ga. GSM TRIM CAP W/ DRIP EDGE , SLP TOP SAMF (HEAT RESISTANT) STRIP MIN. WIDTH 6" OVER THE SIZE OF TRIM BAND ONE LAYER BLDG PAPER O/ SAMF EXTEND MIN. 12" TOP & BOT. OF TRIM BAND 1/4" 3 COAT STUCCO O/ MTL. LATH O/ 2 LAYERS GRADE D BLDG PAPER 60 MIN. 6. BELLY BAND AT FIBER CEMENT 3/4" x 2.5" FIBER CEMENT BATTEN O/ 5/4" X 3.5" FIBER CEMENT TRIM O/ 1"X4" P.T.D.F. TRIM SEALANT PLASTER J MOLD A3.30 ARCHITECTURAL DETAILS - C STYLE 'C' CRAFTSMAN STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 162354 0 2 4 8 Scale: 1/4" = 1'-0" FRONT ELEVATION 2619
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8" 1'-6" 1'-2" 4"
4" 4" PER PLAN WALL FRAMING SHEATHING MAY OCCUR FRAMING PER STRUCTURAL W.R.B. O/ S.A.F. O/ WEEP SCREED W/ BOND BREAKER, O/ W.R.B. EXTEND 2" BEYOND RECESSED OPENING 26 GA. GALV. MTL WEEP SCREED EXTEND 1" PAST OPENING 1/2"
MIN. 2"X4" O/ 1"X6" E.P.S. FOAM TRIM. SEE EXT. ELEV. INTERIOR FINISH SLOPE STUCCO O/ RIB LATH SHAPED E.P.S. FOAM CORBEL WITH EXT. PLASTER OVER. WOOD GRAIN FINISH - MAY OCCUR. SEE EXTERIOR ELEVATION. 3-COAT STUCCO O/ METAL LATH O/ (2) INDEPENDENT LAYERS OF W.R.B. 2. CANTILEVER - STUCCO TOP OF LOW WALL (T.O.PL) PER EXTERIOR ELEVATIONS DBL. TOP PLATE - S.S.D. S.A.F. (HEAT RESISTANT) - LAP 6" DOWN SIDE OF EA. WALL O/ DBL. PLATE O/ W.R.B. WRB O/ SAF SHTG. MAY OCCUR S.S.D. EXTERIOR CEMENT PLASTER O/ WIRE LATH O/ W.R.B. 14"/Ft.SLP 1. STUCCO LOW WALL AT DECK 12" 2" 24 GA. CONDUCTOR HEAD SCUPPER OVERFLOW HOLE CONDUCTOR HEAD STRAP D.S. SEE PLANS SCREW ATTACH STRAP TO SOLID BLKG; PRE-DRILL PILOT HOLE INJECT SILICONE SEALANT PRIOR TO INSTALLING SCREW. A 6" 4" 4" SCUPPER ISO REAR VIEW NOTE: INSTALL ROOF MEMBRANE THROUGH SCUPPER. INSTALL ROOF CLAD MTL. & STRIP IN FLANGES W/ ROOF MEMBRANE ROOF CLAD 24 GA. SHEET MTL. SCUPPER COLLAR, SOLDER ALL SEAMS AND RE-COAT CLADDING SCUPPER ISO FRONT VIEW 4" 4" HEMMED DRIP EDGE 5" 1" 4" 4" 6" MECHANICALLY FASTEN AND SOLDER COLLAR TO THROAT O/ SCUPPER IN FIELD ROOF CLAD 24 GA. SHEET MTL. SCUPPER COLLAR, SOLDER ALL SEAMS AND RE-COAT CLADDING6" WALL THICKNESS A B 5. SCUPPER A3.31 ARCHITECTURAL DETAILS - C STYLE 'C' CRAFTSMAN STYLE SFD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL
CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL 2 1 0 2 4 8 Scale: 1/4" = 1'-0" REAR ELEVATION 0 2 4 8 Scale: 1/4" = 1'-0" RIGHT ELEVATION 0 2 4 8 Scale: 1/4" = 1'-0" LEFT ELEVATION 0 2 4 8 Scale: 1/4" = 1'-0" REAR ELEVATION 5 2620
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A3.32 SFD - STYLE A COLOR - MATERIAL SCHEMES 'A' SPANISH STYLE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL WAYNE DALTON CLASSIC STEEL 8300 PANEL 16'x7' NO WINDOWS COLOR DETERMINED BY COLOR SCHEME GARAGE DOOR ENTRY DOOR WINDOWS ENTRY LIGHT THERMATRU FIBERGLASS EXTERIOR SINGLE DOOR CLASSIC CRAFT FIR GRAIN 3'x8' 2 PANEL SQUARE TOP SHAKER COLOR DETERMINED BY COLOR SCHEME MILGARD TUSCANY SINGLE-HUNG VINYL EXTERIOR BRONZE PROGRESS LIGHTING ONE-LIGHT WALL SCONCE W/HAL AC LED MODULE METALLIC GRAY CAST ALUMINUM SHADE PROGRESS LIGHTING 6" LED SQUARE CYLINDER DOWN WALL LANTERN METALLIC GRAY DIE-CAST ALUMINUM GARAGE LIGHT NOTE: ALL MANUFACTURERS AND MATERIALS ARE EXAMPLES AND ARE SUBJECT TO CHANGE. SUBSTITUTIONS TO BE OF EQUAL OR LIKE APPEARANCE AND PERFORMANCE. NOTE: PAINT MANUFACTURER DETERMINED BY BUILDER WILL MATCH ALL PAINT NOTED ABOVE. KTGY MUST APPROVE MATCHES PRIOR TO APPLICATION IN FIELD. NOTE: MANDOORS, VENTS AND RELATED TRIMS TO BE PAINTED ADJACENT COLOR - UNLESS OTHERWISE NOTED. / RAFTER TAILS 2621
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GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL WAYNE DALTON CLASSIC STEEL 8300 PANEL 16'x7' CLASSIC STEEL WINDOW VERTICAL CLEAR II LEFT 7' COLOR DETERMINED BY COLOR SCHEME GARAGE DOOR ENTRY DOOR WINDOWS ENTRY LIGHT THERMATRU FIBERGLASS EXTERIOR SINGLE DOOR CLASSIC CRAFT FIR GRAIN 3'x8' 4 PANEL SHAKER COLOR DETERMINED BY COLOR SCHEME MILGARD TUSCANY SINGLE-HUNG VINYL EXTERIOR BRONZE PROGRESS LIGHTING ONE-LIGHT WALL SCONCE W/HAL AC LED MODULE METALLIC GRAY CAST ALUMINUM SHADE PROGRESS LIGHTING 6" LED SQUARE CYLINDER DOWN WALL LANTERN METALLIC GRAY DIE-CAST ALUMINUM GARAGE LIGHT NOTE: ALL MANUFACTURERS AND MATERIALS ARE EXAMPLES AND ARE SUBJECT TO CHANGE. SUBSTITUTIONS TO BE OF EQUAL OR LIKE APPEARANCE AND PERFORMANCE. NOTE: PAINT MANUFACTURER DETERMINED BY BUILDER WILL MATCH ALL PAINT NOTED ABOVE. KTGY MUST APPROVE MATCHES PRIOR TO APPLICATION IN FIELD. NOTE: MANDOORS, VENTS AND RELATED TRIMS TO BE PAINTED ADJACENT COLOR - UNLESS OTHERWISE NOTED. A3.33 SFD - STYLE B COLOR - MATERIAL SCHEMES 'B' MODERN FRENCH STYLE 2622
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A3.34 SFD - STYLE C COLOR - MATERIAL SCHEMES 'C' CRAFTSMAN STYLE GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL GARAGE DOOR ENTRY DOOR WINDOWS ENTRY LIGHT THERMATRU FIBERGLASS EXTERIOR SINGLE DOOR CLASSIC CRAFT FIR GRAIN 3'x8' 4 PANEL CRAFTSMAN SHAKER COLOR DETERMINED BY COLOR SCHEME MILGARD TUSCANY SINGLE-HUNG VINYL EXTERIOR TAN PROGRESS LIGHTING ONE-LIGHT WALL SCONCE W/HAL AC LED MODULE METALLIC GRAY CAST ALUMINUM SHADE PROGRESS LIGHTING 6" LED SQUARE CYLINDER DOWN WALL LANTERN METALLIC GRAY DIE-CAST ALUMINUM GARAGE LIGHT NOTE: ALL MANUFACTURERS AND MATERIALS ARE EXAMPLES AND ARE SUBJECT TO CHANGE. SUBSTITUTIONS TO BE OF EQUAL OR LIKE APPEARANCE AND PERFORMANCE. NOTE: PAINT MANUFACTURER DETERMINED BY BUILDER WILL MATCH ALL PAINT NOTED ABOVE. KTGY MUST APPROVE MATCHES PRIOR TO APPLICATION IN FIELD. NOTE: MANDOORS, VENTS AND RELATED TRIMS TO BE PAINTED ADJACENT COLOR - UNLESS OTHERWISE NOTED. WAYNE DALTON CLASSIC STEEL 8300 PANEL 16'x7' NO WINDOWS COLOR DETERMINED BY COLOR SCHEME / RAFTER TAILS 2623
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GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298 20807-20883 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 180 Grand Ave, Ste. 1400 Oakland, CA 94612 12 AUGUST 5, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL CENTRAL OPEN SPACE A4.00 COVER PAGE - CENTRAL OPEN SPACE Quasi-Public/ Institutional Northwest YMCA R4 Residential High/Very High Density P(CG,RES) P(CG,RES) P(CG,RES) SITE KEY (N.T.S.) Alves Dr Stevens Creek Blvd 1 1 2624
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1 2 3 4 5 6 7
8 9 10 11
17 16 15 14 13 12
18 19 20 21 22 23 24 25 26 27
38 37 36 35 34 33 32 31 30 29 28
39 40 41 42 43 44 45 46 47 48 49
60 59 58 57 56 55 54 53 52 51 50

ALVES DRIVE

PARCEL S

PARCEL Q

PARCEL T

PARCEL R

PARCEL N PARCEL P PARCEL O

PARCEL U

PARCEL X PARCEL Y

PARCEL Z

PARCEL BB

PARCEL CC

PARCEL DD PARCEL EE

PARCEL G A STREET

B STREET

F STREET

H STREET G STREET

I STREET

J STREET

PARCEL FF

PARCEL AA

PARCEL W

PARCEL V
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL

VICINITY MAP
SITE

GENERAL NOTES

CONTACTS
LEGEND

VESTING TENTATIVE MAP FOR

CONDOMINIUM PURPOSES

CIVIL INDEX OF SHEETS
SHEET NO. DESCRIPTION
SEE SHEET C2
0 Scale: 1" = 30'
15 30 60 C1
2625
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STEVENS CREEK BOULEVARD
60 59 58 57 56 55 54 53 52 51 50
PARCEL G 61 62 63 64 65 66

PARCEL L PARCEL M

PARCEL A PARCEL B

PARCEL I

PARCEL J PARCEL K PARCEL H C STREET

D STREET E STREET K STREET L STREET

PARCEL C

PARCEL E PARCEL F

PARCEL D

PARCEL FF
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
LEGEND
SEE SHEET C1

VESTING TENTATIVE MAP FOR

CONDOMINIUM PURPOSES
0 Scale: 1" = 30'
15 30 60 C2

VICINITY MAP
SITE

GENERAL NOTES
SEE SHEET C1
2626
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ALVES DRIVE

STEVENS CREEK BOULEVARD SAICH WAY
PARCEL 1
PARCEL 2
PARCEL 3
PARCEL 4
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
0 Scale: 1" = 50'
25 50 100 EXISTING BOUNDARY
C3
LEGEND
SURVEYOR'S STATEMENT:
12/23/2025
2627
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ALVES DRIVE
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
0 15 30 60 C4

EXISTING TREE INVENTORY
PLAN
LEGEND
SEE SHEET C5
Scale: 1" = 30'
2628
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STEVENS CREEK BOULEVARD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
0 15 30 60 C5

EXISTING TREE INVENTORY
PLAN
LEGEND
SEE SHEET C4
Scale: 1" = 30'
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OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL 1 JANUARY 22, 2025 SECOND SUBMITTAL 2 MAY 15, 2025 THIRD SUBMITTAL 3 NOVEMBER 5, 2025 FOURTH SUBMITTAL 4 DECEMBER 24, 2025 FIFTH SUBMITTAL NTS C6

EXISTING TREE INVENTORY
Scale: Not To Scale PLAN
2630
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ALVES DRIVE
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
NOTE:
0 10 20 40 C7

EXISTING CONDITIONS &

DEMOLITION PLAN
SEE SHEET C8
Scale: 1" = 20'
LEGEND
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OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
NOTE:
0 10 20 40 C8

EXISTING CONDITIONS &

DEMOLITION PLAN
SEE SHEET C9
SEE SHEET C7
Scale: 1" = 20'
LEGEND
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STEVENS CREEK BOULEVARD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
LEGEND
NOTE:
0 10 20 40 C9

EXISTING CONDITIONS &

DEMOLITION PLAN
SEE SHEET C8
Scale: 1" = 20'
2633
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ALVES DRIVE
1 2 3 4 5 6 7
8 9 10 11
17 16 15 14 13 12
18 19 20 21 22 23 24 25 26 27
38 37 36 35 34 33 32 31 30 29 28 A STREET

F STREET

H STREET G STREET

I STREET

J STREET

PARCEL S

PARCEL Q

PARCEL T

PARCEL R PARCEL O

PARCEL U

PARCEL W

PARCEL Y

PARCEL CC

PARCEL AA

PARCEL V

PARCEL DD

PARCEL X

PARCEL Z

PARCEL BB

PROJECT

FRONTAGE
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL

LEGEND ABBREVIATIONS
NOTES: PRODUCT SUMMARY
TYPICAL CROSS-SLOPED 26' STREET TYPICAL CROWNED 26' STREET TYPICAL CROWNED 26' STREET WITH PARKING

ALVES DRIVE
C10

SITE PLAN
0 10 20 40
SEE SHEET C11
Scale: 1" = 20'
2634
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*
*
39 40 41 42 43 44 45
46 47 48 49
60 59 58 57 56 55 54 53 52 51 50
TH-1 61 62 63 64 65 66
TH-2
TH-3

B STREET C STREET

D STREET

PARCEL N PARCEL P

PARCEL DD

PARCEL EE

PARCEL FF

PARCEL L PARCEL M PARCEL H

PARCEL E

PARCEL F

PARCEL G

PARCEL O A STREET
X

X X X X X X
X

X X X X X X
X

X X X X X X
X PLAN 1 PLAN 2 PLAN 1
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL

PRODUCT SUMMARY
TYPICAL CROSS-SLOPED 26' STREET TYPICAL CROWNED 26' STREET TYPICAL CROWNED 26' STREET WITH PARKING C11

SITE PLAN
0 10 20 40

TYPICAL LOT DIMENSIONS - SINGLE FAMILY
SEE SHEET C11
SEE SHEET C10

LEGEND ABBREVIATIONS
*
Scale: 1" = 20'
NOTES:
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*
*
* *
*

STEVENS CREEK BOULEVARD
TH-2 TH-3
TH-5
TH-7 E STREETK STREET L STREET
TH-6

PARCEL A

PARCEL B PARCEL I PARCEL H

PARCEL J PARCEL K

PARCEL C

PARCEL E

PARCEL D
TH-4

PARCEL F

PROJECT

FRONTAGE
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
TYPICAL CROWNED 26' STREET WITH PARKING TYPICAL CROSS-SLOPED 26' STREET TYPICAL CROWNED 26' STREET C12

SITE PLAN
0 10 20 40
SEE SHEET C11

STEVENS CREEK BOULEVARD

PRODUCT SUMMARY
LEGEND

ABBREVIATIONS
*
Scale: 1" = 20'
NOTES:
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1 2 3 4 5 6 7
8 9 10 11
12 17 16 15 14 13
18 19 20 21 22 23
24 25 26 27
31 30 29 28
32 38 37 36 35 34 33

ALVES DRIVE A STREET

F STREET

H STREET G STREET

I STREET

J STREET
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
UTILITY NOTES:

PROPOSED DESCRIPTION
LEGEND:

ABBREVIATIONS

EXISTING
SEE SHEET C14
C13

UTILITY PLAN
0 10 20 40
Scale: 1" = 20'
2637
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39 40 41 42 43 44 45
46 47 48 49
60 59 58 57 56 55 54 52 51 50 A STREET

B STREET C STREET

D STREET E STREET
53 TH-1 61 62 63 64 65 66
TH-2 TH-3
TH-4 TH-5
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
UTILITY NOTES:

PROPOSED DESCRIPTION
LEGEND:

EXISTING
SEE SHEET C15
C14

UTILITY PLAN
0 10 20 40
SEE SHEET C13
Scale: 1" = 20'

ABBREVIATIONS
2638
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K STREET L STREET
TH-4 TH-5
TH-6 TH-7

STEVENS CREEK BOULEVARD E STREET
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
UTILITY NOTES:

SEE SHEET C14

TYPICAL TOWNHOME SERVICE DETAIL
C15

UTILITY PLAN
0 10 20 40

ABBREVIATIONS
Scale: 1" = 20'

PROPOSED DESCRIPTION
LEGEND:

EXISTING
2639
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1 2 3 4 5 6 7
8 9 10 11
17 16 15 14 13 12
18 20 21 22
24 25 26 27

F STREET

H STREET G STREET

I STREET
A
C

ALVES DRIVE

J STREET
P. 256.8
FF. 257.8
P. 257.2
FF. 258.2
P. 257.6
FF. 258.6
P. 257.9
FF. 258.9
P. 258.3
FF. 259.3
P. 258.7
FF. 259.7
P. 259.1
FF. 260.1
P. 256.2
FF. 257.2
P. 256.6
FF. 257.6
P. 257.0
FF. 258.0
P. 257.4
FF. 258.4
P. 257.7
FF. 258.7
P. 258.1
FF. 259.1
P. 256.4
FF. 257.4
P. 256.7
FF. 257.7
P. 257.0
FF. 258.0
P. 257.6
FF. 258.6
P. 255.1
FF. 256.1
P. 254.8
FF. 255.8
P. 254.5
FF. 255.5
P. 255.4
FF. 256.4
B
D
P. 255.6
FF. 256.6
P. 255.0
FF. 256.0
P. 255.3
FF. 256.3
P. 255.9
FF. 256.9
19 23
P. 256.1
FF. 257.1
P. 257.3
FF. 258.3

SECTION A

G STREET

SECTION B SECTION C SECTION D
X
X
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
SEE SHEET C17

ABBREVIATIONS

PRELIMINARY ESTIMATED

ROUGH GRADING EARTHWORK SUMMARY

DESCRIPTION CUT (CY) FILL (CY) NET (CY)

PROPOSED DESCRIPTION
LEGEND

EXISTING
*
C16

GRADING PLAN
0 10 20 40
Scale: 1" = 20'
2640
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38 37 35 34 33 31 30 29 28
39 40 42 43 44 45
47 48 49
60 59 58 57 56 55 54 53 52 51 50

B STREET C STREET

D STREET

H STREET
*
A
C

J STREET A STREET
P. 256.2
FF. 257.2
P. 255.9
FF. 256.9
P. 257.0
FF. 258.0
P. 257.3
FF. 258.3
P. 257.6
FF. 258.6
P. 258.2
FF. 259.2
P. 258.5
FF. 259.5
P. 255.8
FF. 256.8
P. 256.5
FF. 257.5
P. 255.8
FF. 256.8
P. 256.0
FF. 257.0
P. 256.3
FF. 257.3
P. 256.6
FF. 257.6
P. 257.3
FF. 258.3
P. 257.7
FF. 258.7
P. 257.9
FF. 258.9
P. 256.8
FF. 257.8
P. 256.9
FF. 257.9
P. 257.1
FF. 258.1
P. 257.3
FF. 258.3
P. 257.5
FF. 287.5
P. 257.7
FF. 258.7
P. 257.9
FF. 258.9
P. 256.7
FF. 257.7
36 32
P. 256.7
FF. 257.7
P. 256.9
FF. 257.9
P. 257.1
FF. 258.1
P. 257.5
FF. 258.5
41 P. 256.0
FF. 257.0
P. 256.3
FF. 257.3
P. 255.6
FF. 256.6
P. 255.5
FF. 256.5
46 P. 255.5
FF. 256.5
B
TH-1 61 62 63 64 65 66
P. 257.9
FF. 258.9
P. 258.2
FF. 259.2
P. 258.8
FF. 259.8
P. 259.1
FF. 260.1
P. 257.6
FF. 258.6
P. 258.5
FF. 259.5
P. 258.5
FF. 259.5

SECTION A
X

SECTION C

SECTION B

C STREET
X
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
SEE SHEET C18
C17

GRADING PLAN
0 10 20 40
SEE SHEET C16
Scale: 1" = 20'
2641
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D STREET E STREET
* *
*
*
*
A
C
B
TH-2
TH-3
TH-4 TH-5
TH-6 TH-7

STEVENS CREEK BOULEVARD

K STREET L STREET
P. 258.5
FF. 259.5 P. 257.9
FF. 258.9
P. 259.0
FF. 260.0
P. 260.0
FF. 261.0
P. 260.5
FF. 261.5
P. 259.5
FF. 260.5
X
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
SEE SHEET C17

SECTION A

SECTION B

SECTION C
C18

GRADING PLAN
0 10 20 40
Scale: 1" = 20'
2642
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1 2 3 4 5 6 7
8 9 10 11
17 16 15 14 13 12
18 19 20 21 22 23 24 25 26 27
38 37 36 35 34 33 32 31 30 29 28 A STREET

F STREET

H STREET G STREET

I STREET

J STREET
SILVA CELL #5
SILVA CELL #6
SILVA CELL #7
DMA 5
DMA 6
DMA 7

ALVES DRIVE
DMA 10
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
LEGEND
DMA 1

ABBREVIATIONS
C19

STORM WATER CONTROL PLAN
0 10 20 40
SEE SHEET C20
Scale: 1" = 20'
NOTES

1. SEE SHEET C22 FOR TYPICAL SILVA CELL DETAIL

2. ALL STORM DRAIN INLETS MUST BE TREATED WITH FULL TRASH CAPTURE DEVICE SYSTEMS, SEE DETAIL SHEET C22

3. ALL STORM DRAIN INLETS SHALL BE CLEARLY MARKED WITH "NO DUMPING FLOWS TO BAY".

4. AREA DRAINS (NOT SHOWN) WILL COLLECT RUNOFF ON LOTS
AND IN OPEN SPACES TO CONVEY RUNOFF TO SILVA CELLS.
2643
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39 40 41 42 43 44 45 46 47 48 49
60 59 58 57 56 55 54 53 52 51 50
TH-1 61 62 63 64 65 66
TH-2 TH-3
TH-4 TH-5 A STREET
B STREET C STREET E STREET SILVA CELL #1 SILVA CELL #2
SILVA CELL #3
SILVA CELL #4

D STREET
DMA 2 DMA 1
DMA 3
DMA 4
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
LEGEND
DMA 1

ABBREVIATIONS
C20

STORM WATER CONTROL PLAN
0 10 20 40
SEE SHEET C21
SEE SHEET C19
Scale: 1" = 20'
NOTES

1. SEE SHEET C22 FOR TYPICAL SILVA CELL DETAIL

2. ALL STORM DRAIN INLETS, INCLUDING TRENCH DRAINS, MUST BE

TREATED WITH FULL TRASH CAPTURE DEVICE SYSTEMS, SEE
DETAIL SHEET C22

3. ALL STORM DRAIN INLETS SHALL BE CLEARLY MARKED WITH "NO DUMPING FLOWS TO BAY".

4. AREA DRAINS (NOT SHOWN) WILL COLLECT RUNOFF ON LOTS
AND IN OPEN SPACES TO CONVEY RUNOFF TO SILVA CELLS.
2644
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TH-4 TH-5
TH-7 E STREETK STREET L STREET
TH-6
SILVA CELL #2
DMA 2 DMA 1

STEVENS CREEK BOULEVARD
SILVA CELL #1
DMA 8 DMA 9
BIO #8
BIO #9
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
C21

STORM WATER CONTROL PLAN
0 10 20 40
SEE SHEET C20
Scale: 1" = 20'
LEGEND
DMA 1

ABBREVIATIONS
NOTES

1. SEE SHEET C22 FOR TYPICAL SILVA CELL DETAIL

2. ALL STORM DRAIN INLETS, INCLUDING TRENCH DRAINS, MUST BE

TREATED WITH FULL TRASH CAPTURE DEVICE SYSTEMS, SEE
DETAIL SHEET C22. 3. ALL STORM DRAIN INLETS SHALL BE CLEARLY MARKED WITH "NO DUMPING FLOWS TO BAY".

4. AREA DRAINS (NOT SHOWN) WILL COLLECT RUNOFF ON LOTS
AND IN OPEN SPACES TO CONVEY RUNOFF TO SILVA CELLS.
2645
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OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
A
A
PLAN

TYPICAL SILVA CELL SECTION

SECTION A-A
0 Scale: 1" = 20'
10 20 40 C22
NOTE:

TRASH CAPTURE DEVICES TO BE FABCO CONNECTOR PIPE SCREEN OR APPROVED EQUAL.

STORM WATER CONTROL

PLAN DETAILS

BIORETENTION DETAIL TREE WELL DETAIL
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1 2 3 4 5 6 7
8 9 10 11
17 16 15 14 13 12
18 19 20 21 22 23 24 25 26 27
38 37 36 35 34 33 32 31 30 29 28
39 40 41 42 43 44 45 46 47 48 49
60 59 58 57 56 55 54 53 52 51 50
TH-1 61 62 63 64 65 66
TH-2 TH-3
TH-4 TH-5
TH-6 TH-7 SAICH WAY

ALVES DRIVE

STEVENS CREEK BOULEVARD

SANTA CLARA COUNTY FIRE TRUCK A STREET

B STREET C STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

D STREET

SANTA CLARA COUNTY FIRE TRUCK

SANTA CLARA COUNTY FIRE TRUCK SANTA CLARA COUNTY FIRE TRUCK SANTA CLARA COUNTY FIRE TRUCK

SANTA CLARA COUNTY FIRE TRUCK

SANTA CLARA COUNTY FIRE TRUCK SANTA CLARA COUNTY FIRE TRUCK SANTA CLARA COUNTY FIRE TRUCK SANTA CLARA COUNTY FIRE TRUCK SANTA CLARA COUNTY FIRE TRUCK

SANTA CLARA COUNTY FIRE TRUCK

SANTA CLARA COUNTY FIRE TRUCK
30°
60° 90°
120°
150°
180°
Max Kickout 1.847ft
Vehicle Tracking V23.00.2540(20220624) (c) Autodesk, Inc. www.Autodesk.com Notes: Title:

Turn(s) based upon a design speed of 5.00mph. SANTA CLARA COUNTY

FIRE TRUCK

35.123ft
(Outer Body) 53.30 ft Min Radius 49.26 ft Min Radius (Outer Wheel)

35.19ft Min Radius
(Inner Wheel)
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
LEGEND:

REQUIRED BUILDING FIRE FLOW CALCULATIONS

BUILDING TYPE TOTAL
FLOOR AREA REQUIRED FIRE FLOW(1) FIRE SPRINKLER SYSTEM
NOTE

SANTA CLARA COUNTY FIRE TRUCK
C23

FIRE PLAN
0 25 50 100
Scale: 1" = 50'
2647
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33FT SIDE LOADER
33FT SIDE LOADER
33FT SIDE LOADER
33FT SIDE LOADER
33FT SIDE LOADER
33FT SIDE LOADER
1 2 3 4 5 6 7
8 9 10 11
17 16 15 14 13 12
18 19 20 21 22 23 24 25 26 27
38 37 36 35 34 33 32 31 30 29 28
39 40 41 42 43 44 45 46 47 48 49
60 59 58 57 56 55 54 53 52 51 50
TH-1 61 62 63 64 65 66
TH-2 TH-3
TH-4 TH-5
TH-6 TH-7 SAICH WAY

ALVES DRIVE

STEVENS CREEK BOULEVARD A STREET

B STREET C STREET E STREET

F STREET

H STREET G STREET

I STREET

J STREET

K STREET L STREET

D STREET
33FT SIDE LOADER 33FT SIDE LOADER 33FT SIDE LOADER
33FT SIDE LOADER 33FT SIDE LOADER 33FT SIDE LOADER
33FT SIDE LOADER
33FT SIDE LOADER
33FT SIDE LOADER
33FT SIDE LOADER
A

T R O T R O T R O T R O T R O T R O T R O T R O
T R O
A

T R O T R O T R O T R O
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
LEGEND:

T
R
O

TYPICAL GARBAGE BIN SECTION A

TYPICAL GARBAGE BIN TOWNHOME

CONFIGURATION DETAIL
T R O
C24

TRASH PLAN
0 25 50 100

TYPICAL GARBAGE BIN SINGE FAMILY

CONFIGURATION DETAIL
Scale: 1" = 50'
NOTE: NO ON-STREET PARKING WILL BE ALLOWED ALONG
THE GARBAGE TRUCK HAUL ROUTE. ON-STREET PARKING
IS RESTRICTED TO DESIGNATED PARKING POP-OUTS.
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1 2 3 4 5 6 7
8 9 10 11
17 16 15 14 13 12
18 19 20 21 22 23 24 25 26 27
38 37 36 35 34 33 32 31 30 29 28
39 40 41 42 43 44 45 46 47 48 49
60 59 58 57 56 55 54 53 52 51 50

B STREET

F STREET

H STREET G STREET

I STREET

ALVES DRIVE

J STREET A STREET
1 2
3 4
5 6
8 9
11 12
13 10 7
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
SEE SHEET C26

PROPOSED DESCRIPTION
LEGEND

EXISTING
C25

SIGNING & STRIPING
0 15 30 60

PARKING SUMMARY
ON-LOT SINGLE FAMILY UNITS (2 SPOTS X 66 LOTS) 132
ON-LOT MULTI-FAMILY UNITS (2 SPOTS X 56 UNITS) 112
UNDESIGNATED PARKING STALLS 3
UNDESIGNATED UNCOVERED PARKING 24
TOTAL 271
Scale: 1" = 30'
2649
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60 59 58 57 56 55 54 53 52 51 50 C STREET

D STREET E STREET
* *
*
*
*
*
TH-1 61 62 63 64 65 66
TH-2 TH-3
TH-4 TH-5
TH-6 TH-7

STEVENS CREEK BOULEVARD

K STREET L STREET
17 18
19 21
22 23
25 26
27 13
14 15
24 20
16 OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
CUPERTINO, CA #240298
20807-20883 STEVENS CREEK BLVD GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL
1 JANUARY 22, 2025 SECOND SUBMITTAL
2 MAY 15, 2025 THIRD SUBMITTAL
3 NOVEMBER 5, 2025 FOURTH SUBMITTAL
4 DECEMBER 24, 2025 FIFTH SUBMITTAL
SEE SHEET C25
C26

SIGNING & STRIPING
0 15 30 60

PROPOSED DESCRIPTION
LEGEND

EXISTING

PARKING SUMMARY
ON-LOT SINGLE FAMILY UNITS (2 SPOTS X 66 LOTS) 132
ON-LOT MULTI-FAMILY UNITS (2 SPOTS X 56 UNITS) 112
UNDESIGNATED PARKING STALLS 3
UNDESIGNATED UNCOVERED PARKING 24
TOTAL 271
Scale: 1" = 30'
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CUPERTINO, CA # 24-1311 20807-20887 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 0 15 30 60 NO. SHEET TITLE ADDITIONAL INFORMATION 180 Grand Ave, Ste. 1400 Oakland, CA 94612 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL MAY 15, 2025 THIRD SUBMITTAL NOVEMBER 05, 2025 FOURTH SUBMITTAL DECEMBER 24, 2025 FIFTH SUBMITTAL JT-1 JOINT TRENCH TITLESHEET NEW BUSINESS 2651
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CUPERTINO, CA # 24-1311 20807-20887 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 0 15 30 60 NO. SHEET TITLE ADDITIONAL INFORMATION 180 Grand Ave, Ste. 1400 Oakland, CA 94612 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL MAY 15, 2025 THIRD SUBMITTAL NOVEMBER 05, 2025 FOURTH SUBMITTAL DECEMBER 24, 2025 FIFTH SUBMITTAL JT-2 OVERALL NEW BUSINESS 2652
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CUPERTINO, CA # 24-1311 20807-20887 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 0 15 30 60 NO. SHEET TITLE ADDITIONAL INFORMATION 180 Grand Ave, Ste. 1400 Oakland, CA 94612 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL MAY 15, 2025 THIRD SUBMITTAL NOVEMBER 05, 2025 FOURTH SUBMITTAL DECEMBER 24, 2025 FIFTH SUBMITTAL JT-3 JOINT TRENCH INTENT NEW BUSINESS 2653
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CUPERTINO, CA # 24-1311 20807-20887 STEVENS CREEK BLVD OWNERSHIP: STEVENS CREEK OCA OWNER, LLC 0 15 30 60 NO. SHEET TITLE ADDITIONAL INFORMATION 180 Grand Ave, Ste. 1400 Oakland, CA 94612 GENERAL PLANNING APPLICATION SEPTEMBER 20, 2024 FIRST SUBMITTAL JANUARY 22, 2025 SECOND SUBMITTAL MAY 15, 2025 THIRD SUBMITTAL NOVEMBER 05, 2025 FOURTH SUBMITTAL DECEMBER 24, 2025 FIFTH SUBMITTAL JT-4 JOINT TRENCH INTENT NEW BUSINESS 2654
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GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL SCALE: 1” = 20’-0”
LANDSCAPE CONCEPT 0 10’ 20’ 40’ L1.0

KEY MAP
1 3
2 5
4 6
SEE SHEET L6.1 FORALVES DRIVE ENLARGEMENT
SEE SHEET L6.4 FOR SINGLE FAMILY PASEO ENLARGEMENT

MATCHLINE - SEE NEXT SHEET
SidewalkPlanting AreaShade TreeExisting Trees to RemainCluster MailboxesStamped Asphalt Crosswalk6’H Wood Good Neighbor Fence8’H Masonry Wall 123
4 5
6 F STREET

G STREET

H STREET J STREET

I STREET

B STREET

ALVES DRIVE

A STREET
4 4
2655
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GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL SCALE: 1” = 20’-0”
LANDSCAPE CONCEPT 0 10’ 20’ 40’

KEY MAP
L1.1
1 2
3 5
4 6
3 3

STEVENS CREEK BLVD
SEE SHEET L6.3FOR TOWNHOMES PASEO ENLARGEMENT
SEE SHEET L6.0 FOR STEVENS CREEK BLVD ENLARGEMENT
SEE SHEET L6.2 FOR COMMON OPEN SPACE ENLARGEMENT

MATCHLINE - SEE PREVIOUS SHEET
SidewalkPlanting AreaShade TreeExisting Trees to RemainCluster MailboxesStamped Asphalt Crosswalk26’ Landscape EasementTransformers6’H Wood Good Neighbor Fence8’ Masonry Wall 123
4 567
7 8
8 K STREET

D STREET

C STREET

L STREET

E STREET
4 2656
CC 04-07-2026 Searchable Packet
2656 of 2882

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL XXXXXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XX
X
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
X
XX
XXXX
XXX
XXX
XXX
XXX
XXX
XXX
XXXXXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
X
XXX
XXX
SCALE: 1” = 20’-0”
WALL AND FENCING PLAN 0 10’ 20’ 40’ L2.0
6’H Wood Good Neighbor Fence

MATCHLINE - SEE NEXT SHEET

A STREET
6’8’
8’ Masonry Wall

F STREET

G STREET

H STREET J STREET

I STREET

B STREET

ALVES DRIVE
2657
CC 04-07-2026 Searchable Packet
2657 of 2882

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
6’H Wood Good Neighbor Fence
8’ Masonry Wall
SCALE: 1” = 20’-0”
WALL AND FENCING PLAN 0 10’ 20’ 40’ L2.1

MATCHLINE - SEE PREVIOUS SHEET XX

STEVENS CREEK BLVD

K STREET

D STREET

C STREET

L STREET

E STREET
6’8’
2658
CC 04-07-2026 Searchable Packet
2658 of 2882

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL XXXXXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XX
X
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
X
XX
XXXX
XXX
XXX
XXX
XXX
XXX
XXX
XXXXXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
X
XXX
XXX
SCALE: 1” = 20’-0” L-5

PEDESTRIAN CIRCULATION
PLAN
0 10’ 20’ 40’ L3.0
Primary PathSecondary WalksPublic WalksEnhanced CrossingsBike Parking Mailboxes

MATCHLINE - SEE NEXT SHEET

A STREET

G STREET

F STREETH STREET J STREET

I STREET

B STREET

ALVES DRIVE
2659
CC 04-07-2026 Searchable Packet
2659 of 2882

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
SCALE: 1” = 20’-0” L-6

PEDESTRIAN CIRCULATION
PLAN
0 10’ 20’ 40’ L3.1
Primary PathSecondary WalksPublic WalksEnhanced CrossingsBike Parking Mailboxes

MATCHLINE - SEE PREVIOUS SHEET

STEVENS CREEK BLVD

K STREET

D STREET

C STREET

L STREET

E STREET
2660
CC 04-07-2026 Searchable Packet
2660 of 2882

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL XXXXXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XX
X
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
X
XX
XXXX
XXX
XXX
XXX
XXX
XXX
XXX
XXXXXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
X
XXX
XXX
SCALE: 1” = 20’-0” L-7 0 10’ 20’ 40’ LIGHTING PLAN L4.0 Wall Sconce At GarageManufacturer: AlphabetModel: Beta 4” SquarePhotometric Label(s): EWall Lantern At Entry DoorManufacturer: GardcoModel: GeoForm Block Small LEDPhotometric Label(s): D, D1 Pedestrian Bollard Light (3-foot)Manufacturer: SternbergModel: EuroPhotometric Label(s): B1, B2Pedestrian Pole Light (8-foot)Manufacturer: SternbergModel: Euro Small Photometric Label(s): A1, A2, A3Street Light (15-foot) Manufacturer: SternbergModel:Euro LargePhotometric Label(s): C1, C2, C3

PLAN LEGEND

MATCHLINE - SEE NEXT SHEET

F STREETH STREET J STREET

I STREET

B STREET

ALVES DRIVE

A STREET

G STREET
4 2661
CC 04-07-2026 Searchable Packet
2661 of 2882

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
SCALE: 1” = 20’-0” L-8 0 10’ 20’ 40’ LIGHTING PLAN L4.1 Wall Sconce At GarageManufacturer: AlphabetModel: Beta 4” SquarePhotometric Label(s): EWall Lantern At Entry DoorManufacturer: GardcoModel: GeoForm Block Small LEDPhotometric Label(s): D, D1 Pedestrian Bollard Light (3-foot)Manufacturer: SternbergModel: EuroPhotometric Label(s): B1, B2Pedestrian Pole Light (8-foot)Manufacturer: SternbergModel: Euro Small Photometric Label(s): A1, A2, A3Street Light (15-foot) Manufacturer: SternbergModel:Euro LargePhotometric Label(s): C1, C2, C3

PLAN LEGEND MATCHLINE - SEE PREVIOUS SHEET

STEVENS CREEK BLVD

K STREET

D STREET

C STREET

L STREET

E STREET
4 2662
CC 04-07-2026 Searchable Packet
2662 of 2882

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL

MATCHLINE MATCHLINE
M
MM
M
M
143
142
138
139
136
140
141
133 -- 134
144
131 132
130
129
137
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN

LAN LAN

LAN LAN
LAN
LAN
LAN
LAN

LAN LAN
LAN
LAN
LAN
ACE

ULM ULM
ULM
ACE
ACE

ACE ACE
ACE

CER CER

CER CER CER CER CER

CER CER CER CER

CER CER CER CER
ULM
ULM
ULMULM
ULM
ULM
ULMULM
ULM
ULM
LAN
ULM
ULM

ACE ACE
ACE
ACE
ACE

ACE ACE ACE ACE ACE
ACE

ACE ACE ACE ACE ACE
ACE
ACE
CER
1 23 456 7
89 10 11
151617 121314
201918 232221 24 25 26 27
3738 343536 3233 31 30 29 28
414039 45444342 46 47 48 49

A STREET

F STREET

H STREET

G STREET I STREET

J STREET
A1
.5
A1
.5
.25
A1
.5
.25
B1 .5 .25 B1
.5 .25
B1
.5 .25B1 .5 .25 B1 .5 .25 B1
.5 .25
B1
.5 .25B1 .5 .25
B1 .5 .25
B1 .5 .25
B1
.5 .25
B1 .5 .25 B1 .5 .25
B1 .5 .25
B1 .5 .25 B1 .5 .25
B1
.5 .25 B1
.5
B1 .25
.5 .25 B2 .5
.25
C1
.5
.25
C1
.5
.25
C2
.5
.25
C2
.5
.25
C2
.5
.25
D
D D

D D D D D D

D D D D D D D D D D

D D D D

D D D D
D D D

D D D D D
D
E
E
E

E E E E E E
E E
E E E

E E E E

E E E E

E E E E E E

E E E E E E

E E E E E E

E E E E E E E
E E
C3
.5
.25
C3
.5
.25
C3
.5
.25
D1
D1

0.0 0.0 0.0 0.0 0.0 10.6 2.3 1.0 0.4 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 13.7 3.4 2.8 3.3 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.5 3.7 6.6 4.4 2.3 0.5 0.6 2.5 5.5 1.8 0.4 0.3 1.4 3.8 2.4 0.5 0.5 2.1 5.8 2.0 0.4 0.5 2.2 2.8 1.0 0.4 1.1 3.9 5.2 0.9 0.4 0.8 3.3 4.7 4.4 4.0 3.5 3.3 4.2 1.6 0.5 0.4 1.9 5.8 2.3 0.5 0.5 1.9 3.0 1.3 0.4 0.8 5.2 5.5 1.3 0.4 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 3.3 16.3 11.7 10.4 1.3 0.6 2.5 17.0 6.8 0.8 0.4 1.8 10.1 7.1 1.0 0.6 3.1 13.1 4.6 0.6 0.7 4.0 10.0 3.2 0.6 0.9 6.5 14.7 2.3 1.3 8.5 9.0 3.1 3.4 3.5 3.5 2.1 3.2 13.4 5.8 1.1 4.2 11.5 3.2 0.6 1.0 8.2 12.4 1.8 0.5 1.6 13.5 12.3 12.5 9.5 0.9 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.9 2.1 6.2 4.7 0.7 0.4 1.5 3.0 1.7 0.4 0.4 2.0 6.7 3.1 0.5 0.7 2.4 2.5 0.8 0.3 0.5 2.8 6.7 1.9 0.4 0.7 2.3 2.6 0.9 0.6 3.3 5.0 4.5 3.4 2.0 2.8 3.0 4.3 4.8 1.4 0.5 1.3 2.9 1.9 0.5 0.6 3.2 5.9 1.6 0.4 0.6 2.8 3.8 3.7 2.2 0.3 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 2.3 0.9 1.2 2.9 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.4 0.6 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.3 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.3 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.3 0.4 1.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.7 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.5 0.2 0.6 0.7 0.3 0.6 0.2 0.0 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.8 1.5 2.1 2.3 2.0 1.7 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.6 1.0 1.3 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.4 0.6 0.6 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.2 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 2.0 2.2 2.0 1.9 1.8 2.1 2.3 2.3 2.2 2.1 2.2 2.4 2.3 2.2 2.2 2.3 2.4 2.2 2.1 2.2 2.4 2.4 2.2 2.1 2.2 2.3 2.1 1.6 0.9 0.5 1.1 1.2 1.7 2.2 2.3 2.2 2.1 2.2 2.4 2.4 2.3 2.2 2.2 2.3 2.1 1.9 1.7 2.0 2.2 2.0 1.5 0.9 0.4 0.2 0.1 0.0

0.0 0.0 0.0 0.0 0.6 0.2 0.1 0.1 0.2 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.3 0.5 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.1 0.2 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.1 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.1 0.5 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.1 3.4 0.9 0.3 0.6 2.7 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.4 1.9 2.6 1.1 0.4 1.0 14.3 36.1 2.9 0.4 0.8 1.8 1.4 0.5 0.5 3.5 36.9 13.3 0.8 0.5 1.5 1.8 1.0 1.8 27.4 24.7 4.7 3.8 1.4 0.3 0.5 1.6 2.5 1.1 0.2 0.2 0.7 1.6 1.1 0.3 0.3 1.0 1.6 0.8 0.2 0.4 1.8 2.2 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.6 3.7 8.2 3.5 0.6 0.6 1.3 1.3 0.8 0.4 1.5 10.7 10.6 1.3 0.4 1.0 1.4 1.1 0.5 0.7 3.9 8.3 2.8 0.8 0.9 2.0 3.1 5.2 1.4 0.1 0.5 0.6 0.5 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.1 0.1 0.5 3.5 8.3 2.2 0.3 0.7 3.2 3.5 0.8 0.2 1.4 6.2 5.1 0.7 0.4 1.9 4.2 1.9 0.3 0.6 3.5 7.7 1.9 0.4 0.5 2.7 6.4 6.1 1.5 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.0 3.5 1.1 0.2 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.1 0.0 0.7 0.4 0.4 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.3 0.6 1.1 1.9 2.4 2.6 2.5 2.2 2.4 2.6 2.4 2.3 2.1 2.3 2.5 2.2 1.9 1.7 2.1 2.3 2.1 1.7 0.9 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.2 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.3 0.2 0.0 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.3 0.2 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 1.7 2.2 2.4 2.2 1.9 1.7 2.2 2.5 2.4 2.3 2.1 2.4 2.6 2.4 2.3 2.3 2.4 2.6 2.4 2.1 2.4 2.5 2.6 2.4 2.1 2.4 2.5 2.1 1.6 0.9 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.5 0.8 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.7 1.3 1.9 2.0 0.5 2.7 4.8 1.5 0.2 0.3 1.7 4.1 1.9 0.3 0.3 2.4 3.9 1.2 0.1 0.5 3.2 4.3 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 1.3 2.0 2.1 1.8 1.6 1.9 2.4 2.7 2.4 2.2 2.3 2.4 2.6 2.4 2.1 2.4 2.6 2.5 2.3 2.2 2.4 2.5 2.3 2.0 1.7 2.2 2.5 2.5 2.3 2.2 2.3 2.4 2.0 1.5 0.9 0.6 0.7 0.5 0.9 1.3 0.6 0.2 0.2 0.5 0.7 0.5 0.2 0.2 0.5 0.7 0.4 0.1 0.3 0.9 1.1 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 1.2 0.2 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.4 0.3 0.8 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 0.3 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.5 0.3 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 1.0 4.3 3.4 0.5 0.1 1.6 4.1 2.0 0.3 0.1 2.2 4.0 1.4 0.2 0.5 2.8 3.7 1.0 0.2 0.4 2.6 4.8 1.5 0.2 0.0 3.1 3.4 0.7 0.1 0.3 1.7 3.0 1.2 0.2 0.1 0.1 0.5 0.5 0.5 0.3 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.2 1.0 0.3 0.2 0.4 0.7 0.5 0.2 0.2 0.5 0.7 0.4 0.1 0.2 0.6 0.7 0.3 0.1 0.2 0.9 1.2 0.6 0.2 0.3 0.6 0.6 0.3 0.1 0.1 0.3 0.4 0.3 0.1 0.1 0.1 0.2 0.4 0.4 0.4 0.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.3 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.8 0.3 0.4 0.70.8 0.4 0.4 0.50.8 0.5 0.3 0.40.7 0.7 0.3 0.2

1.0 1.2 0.4 0.1

1.3 0.4 0.1

0.8 0.3 0.1

2.1 2.2 2.0 2.2 2.2 2.0 2.3 2.2 2.1 2.3 1.9 1.8 2.2 2.1 2.1 2.2 1.6 0.7 0.6 0.5 0.2 0.3 0.6 1.4 2.2 2.2 2.1 2.3 2.1 2.1 2.3 1.9 1.8 2.1 1.6

1.4 1.5 1.4 1.3 1.4 1.3 1.3 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.4 1.2 1.0 0.6 0.4 0.4 0.4 0.7 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.0

0.5 1.3 1.7 1.5 1.6 1.5 1.6 1.7 1.7 1.7 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.3 0.7 0.4 0.5 0.9 1.6 1.2 1.1 1.5 1.7 1.7 1.8 1.8 1.7 1.7 1.5 1.5 1.5 1.30.6 1.5 0.5 1.0 0.8

0.3 0.9 1.1 0.5 0.5 0.40.3 0.7 0.5 0.3 0.2 0.1 0.20.3 0.7 0.6 0.3 0.2 0.1 0.10.2 0.9 1.1 0.5 0.3 0.2 0.30.2 0.9 1.3 0.5 0.5 0.7 0.80.2 0.8 0.8 0.4 0.3 0.8 1.5 1.2 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.2 0.4 0.4 0.3 0.1 0.3 0.8 1.1 0.9 0.8 0.7 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.50.3 0.4 0.2 0.1 0.1 0.1 0.3 0.6 1.3 2.0 2.0 1.9 2.0 1.9 1.8 2.0 1.7 1.6 1.8 1.40.3 0.6 0.4 0.1 0.1 0.1 0.10.2 0.8 1.2 0.2 0.2 0.1

0.5 1.5 2.0 0.4 0.3 0.3 0.20.6 1.1 1.8 1.4 1.3 1.3 1.3 1.4 1.5 1.4 1.4 1.5 1.4 1.4 1.5 1.4 1.4 1.4 1.3 1.0 0.6 0.5 0.4 0.4 0.3

1.6 1.7 1.7 1.5 1.6 1.5 1.5 1.6 1.5 1.5 1.6 1.5 1.4 1.4 1.5 1.5 1.5 1.4 1.1 0.6 0.5 0.7 0.7 0.5

1.1 1.2 0.91.6 1.8 1.51.4 1.5 1.4

0.9 0.7 0.20.6

MATCHLINE MATCHLINEMATCHLINE MATCHLINE
MMMMM
MMMMM
10' 6' 10'-2" 4'
8'-2" 4' 5'
233 10 8 7 5 2
143
142
138
139
136
140
141
133 -- 134
144
131 132
130
129
137
ACE
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN

LAN LAN

LAN LAN
LAN
LAN
LAN
LAN

LAN LAN
LAN
LAN
LAN
ACE
QUV

QUV QUV QUV

QUV QUV
QUV

ULM ULM
ULM
ACE
QUV
ULM
ULM
ULM
ULM
ULM
ULM
ULM
ULM
ULMULM
ACE

ACE ACE
ACE

CER CER

CER CER CER CER CER

CER CER CER CER

GIN CER CER CER CER CER CER CER CER CER CER CER
CER
CER

CERCER CERCER CER CER CER CER
CER

GIN GIN GIN

GIN GIN GIN

CER CER CER CER
ULM
ULM
ULM
ULM
ULMULM
ULM
ULM
ULMULM
ULM
ULM
ULM

ACE ACE ACE ACE ACE ACE
LAN
ULM
ULM
ULM
GIN
GIN
GIN
ACE
ULM

ACE ACE
ACE
ACE
ACE

ACE ACE ACE ACE ACE
ACE

ACE ACE ACE ACE ACE
ACE
ACE
CER

LAM LAM LAM
LAM

LAM LAM LAM

PYR PYR PYR PYR
VAN
1 234567
8 9 10 11
121314151617
232221201918 24 25 26 27
32333435363738 31 30 29 28
414039 45444342 46 47 48 49
54555657585960 53 52 51 50
TH 61 62 63 64 65 66
-1
TH
-2
TH
-3
TH
-4
TH
-5
TH
-6
TH
-7

A STREET

B STREET

C STREET

D STREET

E STREET

F STREET

H STREET

G STREET I STREET

J STREET

K STREET L STREET

TYPICAL WALKING PATH A

TYPICAL WALKING PATH B
A1
.5
.25
A1

5. .25
A1
.5
.25
A1
.5
.25
A1
.5
.25
A1
.5
.25
A2
.5
.25
A2
.5
.2 A3 5
.5
.25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25 B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5
25 .

B1 .5 .25 B1
.5 .25
B1
.5 .25
B1 .5 .25
B1 .5 .25
B1 .5 .25 B1 .5 .25 B1 .5 .25 B1 .5 .25 B1 .5 .25
B1 .5 .25 B1
.5 .25
B1
.5 .25B1 .5 .25
B1 .5 .25
B1
.
5 .
25 B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1 .5 .25
B1 .5 .25
B1
.5 .25
B1 .5 .25 B1 .5 .25
B1 .5 .25
B1 .5 .25 B1 .5 .25
B1
.5 .25 B1
.5
B1 .25
.5 .25
B1 .5 .25 B1 .5 .25 B1 .5 .25
B1
5 . .2
5 B1
.5 .25
.5B1
.25
.5B1
.25
B1 .5 .25
.5B1
.25
B1 .5 .25
B1
.5 .25
B1 .5 .25
B1 .5 .25
B1 .5 .25
B1
.5 .25
B1
.5 .25
B1 .5 .25
B2
.5
.25
B2
.5
.25
B2
.5
.25
C1
5 .
.25
C1
.5
25 .

C2
.5
.25
C2
.5
.25
C2
.5
.25
C2
.5
.25
C2
.5
25 .

C2
.5
.25
C2
.5
.25
C2
.5
.25
C3

5. .25

D D D D D D

D D D D D D D D

D D D D D D

D D D D D D D D
D D
D
D D

D D D D D D
D D

D D D D D D

D D D D D D

D D D D D

D D D D D

D D D D D D D D

D D D D D D D D D D D D D D D
D D D

D D D D D
D D D

D D D D

D D D D

D D D D
D D D

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D
E
E
E

E E E E E E
E E
E
E
E

E E E E E E E

E E E E E E E E
E E E
E E
E

E E E EE E E E

E E E E E E E E E E E E E E

E E E E E E
E E
E E E

E E E E

E E E E

E E E E E E E E E E E

E E E E E E

E E E E E E

E E E E E E

E E E E E E E
E E

E E E E
E E
E E
C3
.5
.25
C3
.5

2. 5
C3
.5
.25
C3
.5

2. 5
D1
D1
D1
D1
C3
.5
.25

0.0 0.1 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.0 0.1 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0

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0.0 0.0 0.0 0.0 0.0 0.3 0.4 1.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.7 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.5 0.2 0.6 0.7 0.3 0.6 0.2 0.0 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.8 1.5 2.1 2.3 2.0 1.7 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.6 1.0 1.3 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.4 0.6 0.6 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.2 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 2.0 2.2 2.0 1.9 1.8 2.1 2.3 2.3 2.2 2.1 2.2 2.4 2.3 2.2 2.2 2.3 2.4 2.2 2.1 2.2 2.4 2.4 2.2 2.1 2.2 2.3 2.1 1.6 0.9 0.5 1.1 1.2 1.7 2.2 2.3 2.2 2.1 2.2 2.4 2.4 2.3 2.2 2.2 2.3 2.1 1.9 1.7 2.0 2.2 2.0 1.5 0.9 0.4 0.2 0.1 0.0

0.0 0.0 0.0 0.0 0.6 0.2 0.1 0.1 0.2 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.3 0.5 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.2 0.1 0.2 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.1 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.1 0.5 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.1 3.4 0.9 0.3 0.6 2.7 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.4 1.9 2.6 1.1 0.4 1.0 14.3 36.1 2.9 0.4 0.8 1.8 1.4 0.5 0.5 3.5 36.9 13.3 0.8 0.5 1.5 1.8 1.0 1.8 27.4 24.7 4.7 3.8 1.4 0.3 0.5 1.6 2.5 1.1 0.2 0.2 0.7 1.6 1.1 0.3 0.3 1.0 1.6 0.8 0.2 0.4 1.8 2.2 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.6 3.7 8.2 3.5 0.6 0.6 1.3 1.3 0.8 0.4 1.5 10.7 10.6 1.3 0.4 1.0 1.4 1.1 0.5 0.7 3.9 8.3 2.8 0.8 0.9 2.0 3.1 5.2 1.4 0.1 0.5 0.6 0.5 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.1 0.1 0.5 3.5 8.3 2.2 0.3 0.7 3.2 3.5 0.8 0.2 1.4 6.2 5.1 0.7 0.4 1.9 4.2 1.9 0.3 0.6 3.5 7.7 1.9 0.4 0.5 2.7 6.4 6.1 1.5 0.1 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.0 3.5 1.1 0.2 0.1 0.1 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.0 0.7 0.4 0.4 0.2 0.1 0.1 0.0

0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.7 0.4 0.2 0.1 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.3 0.6 1.1 1.9 2.4 2.6 2.5 2.2 2.4 2.6 2.4 2.3 2.1 2.3 2.5 2.2 1.9 1.7 2.1 2.3 2.1 1.7 0.9 0.4 0.2 0.1 0.0

0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 1.7 2.2 2.4 2.2 1.9 1.7 2.2 2.5 2.4 2.3 2.1 2.4 2.6 2.4 2.3 2.3 2.4 2.6 2.4 2.1 2.4 2.5 2.6 2.4 2.1 2.4 2.5 2.1 1.6 0.9 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.5 0.8 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.7 1.3 1.9 2.0 0.5 2.7 4.8 1.5 0.2 0.3 1.7 4.1 1.9 0.3 0.3 2.4 3.9 1.2 0.1 0.5 3.2 4.3 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 1.3 2.0 2.1 1.8 1.6 1.9 2.4 2.7 2.4 2.2 2.3 2.4 2.6 2.4 2.1 2.4 2.6 2.5 2.3 2.2 2.4 2.5 2.3 2.0 1.7 2.2 2.5 2.5 2.3 2.2 2.3 2.4 2.0 1.5 0.9 0.6 0.7 0.5 0.9 1.3 0.6 0.2 0.2 0.5 0.7 0.5 0.2 0.2 0.5 0.7 0.4 0.1 0.3 0.9 1.1 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 1.2 0.2 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.3 0.8 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 0.3 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.5 0.3 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 1.0 4.3 3.4 0.5 0.1 1.6 4.1 2.0 0.3 0.1 2.2 4.0 1.4 0.2 0.5 2.8 3.7 1.0 0.2 0.4 2.6 4.8 1.5 0.2 0.0 3.1 3.4 0.7 0.1 0.3 1.7 3.0 1.2 0.2 0.1 0.1 0.5 0.5 0.5 0.3 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.2 1.0 0.3 0.2 0.4 0.7 0.5 0.2 0.2 0.5 0.7 0.4 0.1 0.2 0.6 0.7 0.3 0.1 0.2 0.9 1.2 0.6 0.2 0.3 0.6 0.6 0.3 0.1 0.1 0.3 0.4 0.3 0.1 0.1 0.1 0.2 0.4 0.4 0.4 0.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.3 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.7 0.9 0.3

1.5 0.5

1.0 1.2 0.6 0.2

0.5 0.8 0.6 0.20.3 0.6 0.7 0.30.3 0.7 1.1 0.60.3 0.8 1.70.4 0.9 1.5 0.9

0.7 1.3 1.8 2.2 2.3 2.4 2.5 2.6 2.6 2.6 2.4 2.4 2.2 2.0 1.5 1.0 0.5 0.5 0.7 0.9 0.5 0.6 1.1 1.6 2.1 2.2 2.3 2.4 2.6 2.6 2.6 2.5 2.4 2.3 2.1 1.7 1.20.7 1.3 1.9 2.3 2.5 2.5 2.6 2.7 2.7 2.6 2.5 2.5 2.3 2.1 1.6 1.1 0.6 0.7 0.9 0.7 0.4 0.5 1.1 1.7 2.2 2.3 2.5 2.5 2.7 2.7 2.6 2.6 2.5 2.4 2.2 1.8 1.2

1.1 1.3 0.7

0.4 1.5 0.50.7 0.9 0.4 0.10.4 0.5 0.2 0.10.4 0.4 0.2 0.10.5 0.3 0.2 0.10.5 0.2 0.2 0.10.3 0.2 0.3 0.20.1 0.2 0.4 0.30.1 0.3 0.8 0.5

0.5 1.4

0.1 0.5 1.5 0.0

0.5 0.2 0.4 0.8 0.6 0.2

1.4 1.9 2.1 2.4 2.4 2.4 2.6 2.6 2.5 2.4 2.4 2.2 2.1 1.6 1.1 0.6 0.4 0.4 0.6 0.5 0.6 1.1 1.6 2.1 2.1 2.3 2.3 2.4 2.5 2.5 2.4 2.3 2.3 2.1 1.7 1.3 0.7 0.3

0.5 0.7 1.3 1.5 1.5 1.8 2.1 2.2 2.3 2.3 2.4 2.4 2.3 2.1 2.0 1.8 1.6 1.4 1.2 1.2 0.9 1.2 1.4 1.6 1.6 1.5 1.5 1.6 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.2 1.2 0.90.2 0.7 1.6 1.40.3 1.1 1.30.4 0.80.4 0.50.3 0.80.2 1.10.2 1.1 0.9 0.30.2 0.8 0.7 0.50.2 0.4 0.6 2.80.1 0.30.1 0.20.2 0.10.3 0.30.2 0.50.1 0.7 1.6

0.5 1.3 2.1 1.8 1.8 1.5 1.7 1.9 1.8 1.9 2.0 1.8 1.9 2.0 1.8 1.9 1.8 1.6 1.7 1.6 1.1 0.8 1.4 1.9 1.8 1.8 1.9 1.7 1.6 1.9 1.9 1.9 2.0 1.7 1.6 1.7 1.4

1.2 1.7 1.5 1.3 1.3 1.2 1.2 1.3 1.3 1.4 1.4 1.3 1.4 1.4 1.3 1.3 1.2 1.0 0.8 0.5 0.4 0.7 0.9 0.8 1.1 1.2 1.2 1.3 1.3 1.3 1.4 1.3 1.2 1.2 1.1 0.9

2.2 2.2 2.0 2.0 1.8 1.5 1.9 2.0 1.9 2.0 2.0 1.9 2.1 1.9 1.9 1.9 1.4 0.6 0.2 0.2 0.5 0.6 0.5 1.1 1.7 1.9 1.9 2.1 2.0 1.9 2.0 1.7 1.6 1.8 1.5

0.1 0.2 0.8 0.8

0.3 1.2 1.30.3 0.9 1.1

0.4 0.3 0.6 0.70.8 0.3 0.4 0.70.8 0.4 0.4 0.50.8 0.5 0.3 0.40.7 0.7 0.3 0.2

1.0 1.2 0.4 0.1

1.3 0.4 0.1

0.8 0.3 0.1

2.1 2.2 2.0 2.2 2.2 2.0 2.3 2.2 2.1 2.3 1.9 1.8 2.2 2.1 2.1 2.2 1.6 0.7 0.6 0.5 0.2 0.3 0.6 1.4 2.2 2.2 2.1 2.3 2.1 2.1 2.3 1.9 1.8 2.1 1.6

1.4 1.5 1.4 1.3 1.4 1.3 1.3 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.4 1.2 1.0 0.6 0.4 0.4 0.4 0.7 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.0

0.5 1.3 1.7 1.5 1.6 1.5 1.6 1.7 1.7 1.7 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.3 0.7 0.4 0.5 0.9 1.6 1.2 1.1 1.5 1.7 1.7 1.8 1.8 1.7 1.7 1.5 1.5 1.5 1.30.6 1.5 0.5 1.0 0.8

0.3 0.9 1.1 0.5 0.5 0.40.3 0.7 0.5 0.3 0.2 0.1 0.20.3 0.7 0.6 0.3 0.2 0.1 0.10.2 0.9 1.1 0.5 0.3 0.2 0.30.2 0.9 1.3 0.5 0.5 0.7 0.80.2 0.8 0.8 0.4 0.3 0.8 1.5 1.2 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.2 0.4 0.4 0.3 0.1 0.3 0.8 1.1 0.9 0.8 0.7 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.50.3 0.4 0.2 0.1 0.1 0.1 0.3 0.6 1.3 2.0 2.0 1.9 2.0 1.9 1.8 2.0 1.7 1.6 1.8 1.40.3 0.6 0.4 0.1 0.1 0.1 0.10.2 0.8 1.2 0.2 0.2 0.1

0.5 1.5 2.0 0.4 0.3 0.3 0.20.6 1.1 1.8 1.4 1.3 1.3 1.3 1.4 1.5 1.4 1.4 1.5 1.4 1.4 1.5 1.4 1.4 1.4 1.3 1.0 0.6 0.5 0.4 0.4 0.3

1.6 1.7 1.7 1.5 1.6 1.5 1.5 1.6 1.5 1.5 1.6 1.5 1.4 1.4 1.5 1.5 1.5 1.4 1.1 0.6 0.5 0.7 0.7 0.5

1.1 1.2 0.91.6 1.8 1.51.4 1.5 1.4

0.9 0.7 0.20.6
SCALE: 1/16" = 1'-0" PLAN VIEW FULL PLAN VIEW - N.T.S.

Luminaire ScheduleProject: STEVENS CREEK RESIDENTIAL - SITE Symbol Qty Label Arrangement 3000K Luminaire Lumens LLF Description Data Source Filename Lum. Watts 6 A1 Single 1350 STERNBERG PT-E250LED-RX-8L30T3-MDL008-SV1-XX - 8' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T3-MDL008-SV1.IES 18.52 A2 Single 1496 STERNBERG PT-E250LED-RX-8L30T2-MDL008-SV1-XX - 8' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T2-MDL008-SV1.IES 18.5 1 A3 Single 1414 STERNBERG PT-E250LED-RX-8L30T4-MDL008-SV1-XX - 8' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T4-MDL008-SV1.IES 18.5 60 B1 Single 1496 STERNBERG E250LED-XXXB-36IN-8L30T2-MDL008-SV1 - 3' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T2-MDL008-SV1.IES 18.5 3 B2 Single 1414 STERNBERG E250LED-XXXB-36IN-8L30T4-MDL008-SV1 - 3' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T4-MDL008-SV1.IES 18.5 2 C1 Single 1797 STERNBERG PT-E350LED-XF-12L30T3-MDL006-FL-XX - 15' L.C. ( 30 = 3000K CCT ) E350LED-12L-40-T3-MDL006-FL.IES 19.88 C2 Single 1797 STERNBERG PT-E350LED-XF-12L30T2-MDL006-FL-XX - 15' L.C. ( 30 = 3000K CCT ) E350LED-12L-40-T3-MDL006-FL.IES 19.86 C3 Single 1394 STERNBERG PT-E350LED-XF-12L30T3-MDL006-FL-BLOC- 15' L.C. ( BLOC = Back Light Optical Control ) 3000K E350LED-12L-40-T3-MDL006-FL-BLOC.IES 19.7 118 D Single 1503 0.850 GARDCO GBS-A01-830-T3M-VOLT-XX-XX-XX - 9' L.C. ( 30 = 3000K CCT ) gbs-a01-830-t3m-ies.ies 10.2 4 D1 Single 1467 0.850 GARDCO GBS-A01-830-T4M-VOLT-XX-XX-XX - 9' L.C. ( 30 = 3000K CCT ) gbs-a01-830-t4m-ies.ies 10.2 122 E Single 932 0.850 ALPHABET BETA-4Q-SW-10LM-30K-80-HE80-XX-XX-W-VOLT - 9' L.C. ( 30 = 3000K CCT ) BETA-4Q-SW-10LM-30K-80-HE80-WH-WH.ies 8.5 Calculation Summary
Project: STEVENS CREEK RESIDENTIAL - SITE
Label CalcType Units Avg Max Min Avg/Min Max/Min # Pts
A STREET Illuminance Fc 0.6 1.8 0.1 5.6 18.0 108
B STREET Illuminance Fc 1.4 2.1 0.1 14.4 21.0 103
C STREET Illuminance Fc 0.9 2.8 0.1 9.2 28.0 60
D STREET Illuminance Fc 1.7 2.6 0.3 5.7 8.7 66E STREET Illuminance Fc 0.6 1.7 0.1 5.6 17.0 77F STREET Illuminance Fc 1.3 1.7 0.5 2.7 3.4 38 G STREET Illuminance Fc 0.8 2.0 0.2 4.1 10.0 45
H STREET Illuminance Fc 1.6 2.3 0.4 3.9 5.8 57
I STREET Illuminance Fc 0.9 2.0 0.1 8.8 20.0 39
J STREET Illuminance Fc 1.6 2.3 0.6 2.6 3.8 39
K STREET Illuminance Fc 2.0 2.7 0.5 4.0 5.4 34L STREET Illuminance Fc 2.0 2.7 0.4 4.9 6.8 34 TYPICAL WALKING PATH A Illuminance Fc 10.1 36.4 2.0 5.0 18.2 24TYPICAL WALKING PATH B Illuminance Fc 2.4 6.5 0.4 6.0 16.3 36

0.8500.8500.8500.8500.8500.8500.8500.850
6' High Property Divider
Note: Unless otherwise specified - the lamp lumen depreciation (LLD) for legacy sources used in these calculations is based on published mean lumen ratings by major lamp manufacturers; 0.80 LLD for pulse start metal halide; 0.90 LLD for high pressure sodium; 0.95 LLD forlinear T8 and T5 fluorescent; 0.86 LLD for compact fluorescent and induction; 0.88 LLD for Cosmo and Elite lamps. 0.94 LDD for all LED sources. Unless otherwise noted - 0.90 luminaire dirt depreciation (LDD) is commonly applied. In cases where appropriate - ballast factor (BF) is applied. Additional user defind factors (UDF) may be applied if necessary to represent luminaire performance to a higher degree of accruracy. Total light loss factor (LLF) is the product of all multiplied loss factors.

SCALE: 1” = 20’-0” L-9 0 20’ 40’ 80’ PHOTOMETRIC PLAN L4.2 4 2663
CC 04-07-2026 Searchable Packet
2663 of 2882

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL

MATCHLINE MATCHLINEMATCHLINE MATCHLINE
MMMMM
MMMMM
10' 6' 10'-2" 4'
8'-2" 4' 5'
233 10 8 7 5 2
143
142
138
139
136
140
141
133 -- 134
144
131 132
130
129
137
ACE
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN

LAN LAN

LAN LAN
LAN
LAN
LAN
LAN

LAN LAN
LAN
LAN
LAN
ACE
QUV

QUV QUV QUV

QUV QUV
QUV

ULM ULM
ULM
ACE
QUV
ULM
ULM
ULM
ULM
ULM
ULM
ULM
ULM
ULMULM
ACE

ACE ACE
ACE

CER CER

CER CER CER CER CER

CER CER CER CER

GIN CER CER CER CER CER CER CER CER CER CER CER
CER
CER

CERCER CERCER CER CER CER CER
CER

GIN GIN GIN

GIN GIN GIN

CER CER CER CER
ULM
ULM
ULM
ULM
ULMULM
ULM
ULM
ULMULM
ULM
ULM
ULM

ACE ACE ACE ACE ACE ACE
LAN
ULM
ULM
ULM
GIN
GIN
GIN
ACE
ULM

ACE ACE
ACE
ACE
ACE

ACE ACE ACE ACE ACE
ACE

ACE ACE ACE ACE ACE
ACE
ACE
CER

LAM LAM LAM
LAM

LAM LAM LAM

PYR PYR PYR PYR
VAN
1 234567
8 9 10 11
121314151617
232221201918 24 25 26 27
32333435363738 31 30 29 28
414039 45444342 46 47 48 49
54555657585960 53 52 51 50
TH 61 62 63 64 65 66
-1
TH
-2
TH
-3
TH
-4
TH
-5
TH
-6
TH
-7

A STREET

B STREET

C STREET

D STREET

E STREET

F STREET

H STREET

G STREET I STREET

J STREET

K STREET L STREET

TYPICAL WALKING PATH A

TYPICAL WALKING PATH B
A1
.5
.25
A1

5. 25 .

A1
.5
.25
A1
.5
.25
A1
.5
.25
A1
.5
.25
A2
.5
.25
A2
.5
.2 A3 5
.5
.25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25 B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5
.25
B1 .5 .25 B1
.5 .25
B1
.5 .25
B1 .5 .25
B1 .5 .25
B1 .5 .25 B1 .5 .25 B1 .5 .25 B1 .5 .25 B1 .5 .25
B1 .5 .25 B1
.5 .25
B1
.5 .25B1 .5 .25
B1 .5 .25
B1
.
5 .
25 B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1 .5 .25
B1 .5 .25
B1
.5 .25
B1 .5 .25 B1 .5 .25
B1 .5 .25
B1 .5 .25 B1 .5 .25
B1
.5 .25 B1
.5
B1 .25
.5 .25
B1 .5 .25 B1 .5 .25 B1 .5 .25
B1
5 .
2 .
5 B1
.5 .25
.5B1
.25
.5B1
.25
B1 .5 .25
.5B1
.25
B1 .5 .25
B1
.5 .25
B1 .5 .25
B1 .5 .25
B1 .5 .25
B1
.5 .25
B1
.5 .25
B1 .5 .25
B2
.5
.25
B2
.5
.25
B2

5. .25
C1
.5
.25
C1
.5
25 .

C2
.5
.25
C2
.5
.25
C2
.5
.25
C2
.5
.25
C2
.5
.25
C2
.5
.25
C2
.5
.25
C2
.5
.25
C3
.5
.25

D D D D D D

D D D D D D D D

D D D D D D

D D D D D D D D
D D
D
D D

D D D D D D
D D

D D D D D D

D D D D D D

D D D D D

D D D D D

D D D D D D D D

D D D D D D D D D D D D D D D
D D D

D D D D D
D D D

D D D D

D D D D

D D D D
D D D

D D D D D
D
E
E
E

E E E E E E
E E
E
E
E

E E E E E E E

E E E E E E E E
E E E
E E
E

E E E EE E E E

E E E E E E E E E E E E E E

E E E E E E
E E
E E E

E E E E

E E E E

E E E E E E E E E E E

E E E E E E

E E E E E E

E E E E E E

E E E E E E E
E E

E E E E
E E
E E
C3

5. .25
C3

5. .25
C3
.5
.25
C3
.5
.25
D1
D1
D1
D1
C3
.5
.25

0.0 0.1 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.0 0.1 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.3 0.5 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.5 2.5 4.3 2.9 0.7 0.2 0.6 2.6 4.2 2.5 0.6 0.2 0.5 2.3 4.2 2.8 0.7 0.2 0.6 2.6 4.2 2.5 0.6 0.2 0.3 0.3 0.3 0.1 0.1 0.1 0.2 0.8 2.9 4.1 2.2 0.5 0.2 0.9 3.1 4.0 2.1 0.4 0.2 0.7 2.8 4.2 2.3 0.5 0.2 1.0 3.1 4.0 2.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.3 4.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.2 7.2 4.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.4 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.5 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 4.3 5.1 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 3.5 5.0 0.3 0.3 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.4 0.8 0.3 0.4 0.3 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.4 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 1.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 1.9 9.5 9.4 6.1 1.4 0.4 1.0 5.2 9.1 11.9 3.0 0.5 0.7 4.2 8.7 5.5 1.1 0.6 3.9 13.2 9.6 5.1 1.0 0.8 1.6 4.0 0.0 0.0 0.0 0.2 4.5 8.0 11.8 3.0 0.5 1.4 6.2 8.3 3.7 0.6 0.6 4.5 12.7 9.1 4.2 0.7 0.4 1.4 6.4 10.2 10.8 1.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 2.6 5.7 5.8 3.2 1.1 0.4 0.8 2.7 5.0 6.8 3.9 0.7 0.7 2.2 3.9 2.7 0.9 0.7 3.0 5.1 4.9 2.7 0.8 0.8 1.0 4.2 0.1 0.1 0.1 0.5 1.4 2.8 3.3 2.4 0.6 1.0 2.9 3.7 2.0 0.6 0.8 4.2 6.4 4.6 2.3 0.6 0.4 1.1 3.3 6.5 5.8 1.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.7 2.3 4.5 6.1 4.1 0.8 0.8 2.5 3.8 2.4 0.8 0.5 1.1 2.5 4.0 2.8 0.9 0.4 0.8 2.5 3.8 2.4 0.8 0.7 1.5 2.5 0.1 0.1 0.2 0.7 2.4 3.4 2.1 0.7 0.4 1.0 2.9 4.1 2.5 1.2 0.5 0.9 2.6 3.7 2.2 0.7 0.9 4.2 6.2 4.3 2.1 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.7 4.4 9.0 12.5 4.9 0.7 0.9 5.0 8.8 4.7 0.9 0.7 10.0 42.0 11.4 6.0 1.3 0.4 0.9 5.0 8.7 4.8 0.9 0.4 0.7 1.1 0.1 0.1 0.2 1.1 5.4 8.1 4.5 0.8 0.4 1.5 6.4 11.9 26.3 7.3 0.6 1.1 5.5 8.4 4.4 0.8 0.8 6.0 12.5 8.8 3.7 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.3 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 1.1 2.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 4.8 4.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 1.2 2.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.1 0.5 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.6 1.3 2.2 2.7 3.0 3.0 3.3 3.6 3.8 3.7 3.8 3.9 4.2 4.1 4.2 3.8 3.7 3.6 3.7 3.7 3.5 3.3 3.2 2.8 2.2 1.6 1.7 2.2 2.8 3.1 3.3 3.4 3.6 3.7 3.7 3.8 3.9 4.2 4.1 4.1 3.8 3.7 3.7 3.7 3.7 3.5 3.4 3.0 2.7 2.0 1.4 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 0.1 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.4 0.3 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.2 0.3 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 1.4 2.2 2.8 3.2 3.5 3.5 3.7 3.8 3.8 3.9 4.0 4.2 4.4 4.2 3.9 3.9 3.7 3.8 3.8 3.6 3.5 3.3 2.9 2.4 2.3 27.7 1.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 2.6 0.7 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 0.2 31.1 0.7 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.1 27.4 0.6 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 1.2 0.4 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.2 0.1 7.9 0.5 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.1 37.3 0.6 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 0.1 4.1 0.8 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 0.2 1.0 0.6 2.3 3.7 2.7 8.2 4.6 1.7 2.9 2.1 6.2 6.2 2.5 3.4 1.7 6.2 6.5 1.5 2.7 2.2 6.0 8.1 2.1 3.0 2.6 8.3 4.2 2.4 3.2 1.0 0.2 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.7 3.4 6.9 6.8 9.1 32.6 5.2 4.0 5.6 3.3 10.0 36.4 3.9 3.3 5.6 3.8 5.9 21.6 6.7 3.8 5.6 3.3 2.0 27.7 25.1 1.1 0.6 1.0 2.1 3.9 3.3 1.2 0.8 0.9 3.0 3.0 0.9 0.7 0.8 2.8 2.8 0.8 0.5 0.7 2.6 2.7 1.0 0.8 1.5 2.8 2.5 0.8 0.6 0.3 0.2 0.6 0.6 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.4 0.9 2.0 5.2 3.6 1.0 0.8 0.8 0.9 0.7 0.7 0.5 0.6 0.7 0.9 0.9 0.8 0.6 0.7 0.8 0.9 0.7 0.6 0.6 0.6 0.4 0.3 0.4 1.0 3.1 2.8 1.7 0.8 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.1 0.2 0.2 0.5 1.3 0.8 0.4 0.4 0.6 0.3 0.7 12.6 8.3 0.3 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.4 0.6 0.9 1.4 4.8 1.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.4 0.9 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 1.1 2.8 2.8 1.1 0.3 0.1 0.1 0.1 0.1 0.3 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.6 3.6 2.7 0.7 5.2 6.5 3.0 1.0 2.1 4.1 0.3 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 1.2 0.7 0.6 1.0 2.8 1.3 0.6 0.4 0.4 0.2 0.1 0.1 0.1 0.1 1.3 12.3 1.4 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.1 0.8 0.4 0.4 0.8 1.1 0.8 0.3 0.1 0.1 0.1 0.3 6.4 1.5 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.6 2.2 5.1 1.0 1.2 2.1 23.1 27.5 1.5 0.5 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 3.2 0.9 0.5 0.4 0.6 0.7 2.0 21.9 1.0 0.2 0.1 0.1 0.1 0.2 1.2 9.0 2.3 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.2 2.8 3.1 1.9 0.8 0.5 0.5 0.3 0.3 0.2 0.1 0.3 3.5 11.4 0.8 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.3 4.5 2.5 0.5 0.3 1.1 1.1 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.8 1.6 0.2 1.6 1.0 0.5 0.6 0.8 0.9 8.1 3.3 0.7 0.6 0.6 0.4 0.3 0.6 0.7 0.9 0.6 0.5 0.7 0.5 0.5 0.3 0.4 0.7 0.7 1.1 1.7 1.6 3.1 1.2 0.5 0.4 0.7 0.6 0.6 0.3 0.4 0.8 0.8 0.6 0.6 0.4 0.3 0.3 0.5 0.5 0.6 0.5 1.0 2.4 2.2 0.9 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.3 0.8 1.0 0.9 0.8 2.1 2.9 31.1 31.2 2.3 2.0 3.2 32.3 15.9 1.6 1.9 4.4 37.1 9.0 1.3 2.5 7.7 23.1 5.1 1.2 2.1 13.4 33.9 3.1 1.6 3.3 2.8 1.2 0.6 1.2 4.6 35.5 11.4 0.7 1.1 1.8 2.6 34.3 19.4 2.4 2.1 1.2 14.1 32.9 3.2 1.9 2.3 27.9 26.9 2.9 2.2 0.7 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.3 3.8 3.0 0.8 1.9 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.1 1.1 33.4 0.5 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.0 0.5 13.7 0.5 0.1 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.6 14.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.2 1.2 33.4 0.4 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 2.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 2.2 2.3 2.0 1.7 1.9 2.1 2.4 2.2 2.1 2.2 2.3 2.4 2.2 2.1 2.2 2.4 2.4 2.3 2.1 2.3 2.4 2.3 2.1 1.8 2.1 2.3 2.2 1.8 1.2 1.0 1.0 1.4 2.0 2.4 2.3 2.2 2.1 2.2 2.4 2.1 1.9 1.8 2.1 2.4 2.4 2.2 2.2 2.2 2.4 2.1 1.9 1.7 2.0 2.2 2.1 1.6 0.9 0.5 0.2 0.1 0.00.0 0.0 0.0 0.0 0.2 0.2 0.3 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.4 0.5 0.6 0.7 0.6 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.7 1.0 1.3 1.3 1.2 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.9 1.5 2.2 2.1 1.7 1.5 1.9 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.6 1.2 2.1 1.9 1.4 1.3 1.8 2.2 2.6 2.5 2.1 2.3 2.4 2.2 1.9 1.5 1.8 2.1 2.4 2.3 1.9 2.2 2.3 2.4 2.2 2.0 2.3 2.5 2.3 2.1 2.0 2.2 2.3 1.9 1.2 0.7 1.0 1.6 2.1 2.3 2.2 2.0 2.3 2.5 2.3 2.1 2.0 2.3 2.4 2.1 1.8 1.6 2.0 2.2 2.0 1.5 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.0 1.0 0.7 0.6 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 10.0 1.7 0.1 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 8.6 1.7 0.2 1.1 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.6 0.5 0.2 1.0 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.8 0.7 0.5 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 10.6 2.3 1.0 0.4 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 13.7 3.4 2.8 3.3 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.5 3.7 6.6 4.4 2.3 0.5 0.6 2.5 5.5 1.8 0.4 0.3 1.4 3.8 2.4 0.5 0.5 2.1 5.8 2.0 0.4 0.5 2.2 2.8 1.0 0.4 1.1 3.9 5.2 0.9 0.4 0.8 3.3 4.7 4.4 4.0 3.5 3.3 4.2 1.6 0.5 0.4 1.9 5.8 2.3 0.5 0.5 1.9 3.0 1.3 0.4 0.8 5.2 5.5 1.3 0.4 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 3.3 16.3 11.7 10.4 1.3 0.6 2.5 17.0 6.8 0.8 0.4 1.8 10.1 7.1 1.0 0.6 3.1 13.1 4.6 0.6 0.7 4.0 10.0 3.2 0.6 0.9 6.5 14.7 2.3 1.3 8.5 9.0 3.1 3.4 3.5 3.5 2.1 3.2 13.4 5.8 1.1 4.2 11.5 3.2 0.6 1.0 8.2 12.4 1.8 0.5 1.6 13.5 12.3 12.5 9.5 0.9 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.9 2.1 6.2 4.7 0.7 0.4 1.5 3.0 1.7 0.4 0.4 2.0 6.7 3.1 0.5 0.7 2.4 2.5 0.8 0.3 0.5 2.8 6.7 1.9 0.4 0.7 2.3 2.6 0.9 0.6 3.3 5.0 4.5 3.4 2.0 2.8 3.0 4.3 4.8 1.4 0.5 1.3 2.9 1.9 0.5 0.6 3.2 5.9 1.6 0.4 0.6 2.8 3.8 3.7 2.2 0.3 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 2.3 0.9 1.2 2.9 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.3 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.3 0.4 1.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.7 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.5 0.2 0.6 0.7 0.3 0.6 0.2 0.0 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.8 1.5 2.1 2.3 2.0 1.7 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.6 1.0 1.3 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.4 0.6 0.6 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.2 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 2.0 2.2 2.0 1.9 1.8 2.1 2.3 2.3 2.2 2.1 2.2 2.4 2.3 2.2 2.2 2.3 2.4 2.2 2.1 2.2 2.4 2.4 2.2 2.1 2.2 2.3 2.1 1.6 0.9 0.5 1.1 1.2 1.7 2.2 2.3 2.2 2.1 2.2 2.4 2.4 2.3 2.2 2.2 2.3 2.1 1.9 1.7 2.0 2.2 2.0 1.5 0.9 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.6 0.2 0.1 0.1 0.2 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.3 0.5 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.2 0.1 0.2 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.2 0.1 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.2 0.1 0.5 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.2 0.1 3.4 0.9 0.3 0.6 2.7 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.4 1.9 2.6 1.1 0.4 1.0 14.3 36.1 2.9 0.4 0.8 1.8 1.4 0.5 0.5 3.5 36.9 13.3 0.8 0.5 1.5 1.8 1.0 1.8 27.4 24.7 4.7 3.8 1.4 0.3 0.5 1.6 2.5 1.1 0.2 0.2 0.7 1.6 1.1 0.3 0.3 1.0 1.6 0.8 0.2 0.4 1.8 2.2 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.6 3.7 8.2 3.5 0.6 0.6 1.3 1.3 0.8 0.4 1.5 10.7 10.6 1.3 0.4 1.0 1.4 1.1 0.5 0.7 3.9 8.3 2.8 0.8 0.9 2.0 3.1 5.2 1.4 0.1 0.5 0.6 0.5 0.3 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.5 3.5 8.3 2.2 0.3 0.7 3.2 3.5 0.8 0.2 1.4 6.2 5.1 0.7 0.4 1.9 4.2 1.9 0.3 0.6 3.5 7.7 1.9 0.4 0.5 2.7 6.4 6.1 1.5 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.0 3.5 1.1 0.2 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.1 0.0 0.7 0.4 0.4 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.3 0.6 1.1 1.9 2.4 2.6 2.5 2.2 2.4 2.6 2.4 2.3 2.1 2.3 2.5 2.2 1.9 1.7 2.1 2.3 2.1 1.7 0.9 0.4 0.2 0.1 0.0

0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 1.7 2.2 2.4 2.2 1.9 1.7 2.2 2.5 2.4 2.3 2.1 2.4 2.6 2.4 2.3 2.3 2.4 2.6 2.4 2.1 2.4 2.5 2.6 2.4 2.1 2.4 2.5 2.1 1.6 0.9 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.5 0.8 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.7 1.3 1.9 2.0 0.5 2.7 4.8 1.5 0.2 0.3 1.7 4.1 1.9 0.3 0.3 2.4 3.9 1.2 0.1 0.5 3.2 4.3 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 1.3 2.0 2.1 1.8 1.6 1.9 2.4 2.7 2.4 2.2 2.3 2.4 2.6 2.4 2.1 2.4 2.6 2.5 2.3 2.2 2.4 2.5 2.3 2.0 1.7 2.2 2.5 2.5 2.3 2.2 2.3 2.4 2.0 1.5 0.9 0.6 0.7 0.5 0.9 1.3 0.6 0.2 0.2 0.5 0.7 0.5 0.2 0.2 0.5 0.7 0.4 0.1 0.3 0.9 1.1 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 1.2 0.2 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.4 0.3 0.8 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 0.3 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.5 0.3 0.1 0.1 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.0 4.3 3.4 0.5 0.1 1.6 4.1 2.0 0.3 0.1 2.2 4.0 1.4 0.2 0.5 2.8 3.7 1.0 0.2 0.4 2.6 4.8 1.5 0.2 0.0 3.1 3.4 0.7 0.1 0.3 1.7 3.0 1.2 0.2 0.1 0.1 0.5 0.5 0.5 0.3 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.2 1.0 0.3 0.2 0.4 0.7 0.5 0.2 0.2 0.5 0.7 0.4 0.1 0.2 0.6 0.7 0.3 0.1 0.2 0.9 1.2 0.6 0.2 0.3 0.6 0.6 0.3 0.1 0.1 0.3 0.4 0.3 0.1 0.1 0.1 0.2 0.4 0.4 0.4 0.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.2 0.2 0.3 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.7 0.9 0.3

1.5 0.5

1.0 1.2 0.6 0.2

0.5 0.8 0.6 0.20.3 0.6 0.7 0.30.3 0.7 1.1 0.60.3 0.8 1.70.4 0.9 1.5 0.9

0.7 1.3 1.8 2.2 2.3 2.4 2.5 2.6 2.6 2.6 2.4 2.4 2.2 2.0 1.5 1.0 0.5 0.5 0.7 0.9 0.5 0.6 1.1 1.6 2.1 2.2 2.3 2.4 2.6 2.6 2.6 2.5 2.4 2.3 2.1 1.7 1.20.7 1.3 1.9 2.3 2.5 2.5 2.6 2.7 2.7 2.6 2.5 2.5 2.3 2.1 1.6 1.1 0.6 0.7 0.9 0.7 0.4 0.5 1.1 1.7 2.2 2.3 2.5 2.5 2.7 2.7 2.6 2.6 2.5 2.4 2.2 1.8 1.2

1.1 1.3 0.7

0.4 1.5 0.50.7 0.9 0.4 0.10.4 0.5 0.2 0.10.4 0.4 0.2 0.10.5 0.3 0.2 0.10.5 0.2 0.2 0.10.3 0.2 0.3 0.20.1 0.2 0.4 0.30.1 0.3 0.8 0.5

0.5 1.4

0.1 0.5 1.5 0.0

0.5 0.2 0.4 0.8 0.6 0.2

1.4 1.9 2.1 2.4 2.4 2.4 2.6 2.6 2.5 2.4 2.4 2.2 2.1 1.6 1.1 0.6 0.4 0.4 0.6 0.5 0.6 1.1 1.6 2.1 2.1 2.3 2.3 2.4 2.5 2.5 2.4 2.3 2.3 2.1 1.7 1.3 0.7 0.3

0.5 0.7 1.3 1.5 1.5 1.8 2.1 2.2 2.3 2.3 2.4 2.4 2.3 2.1 2.0 1.8 1.6 1.4 1.2 1.2 0.9 1.2 1.4 1.6 1.6 1.5 1.5 1.6 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.2 1.2 0.90.2 0.7 1.6 1.40.3 1.1 1.30.4 0.80.4 0.50.3 0.80.2 1.10.2 1.1 0.9 0.30.2 0.8 0.7 0.50.2 0.4 0.6 2.80.1 0.30.1 0.20.2 0.10.3 0.30.2 0.50.1 0.7 1.6

0.5 1.3 2.1 1.8 1.8 1.5 1.7 1.9 1.8 1.9 2.0 1.8 1.9 2.0 1.8 1.9 1.8 1.6 1.7 1.6 1.1 0.8 1.4 1.9 1.8 1.8 1.9 1.7 1.6 1.9 1.9 1.9 2.0 1.7 1.6 1.7 1.4

1.2 1.7 1.5 1.3 1.3 1.2 1.2 1.3 1.3 1.4 1.4 1.3 1.4 1.4 1.3 1.3 1.2 1.0 0.8 0.5 0.4 0.7 0.9 0.8 1.1 1.2 1.2 1.3 1.3 1.3 1.4 1.3 1.2 1.2 1.1 0.9

2.2 2.2 2.0 2.0 1.8 1.5 1.9 2.0 1.9 2.0 2.0 1.9 2.1 1.9 1.9 1.9 1.4 0.6 0.2 0.2 0.5 0.6 0.5 1.1 1.7 1.9 1.9 2.1 2.0 1.9 2.0 1.7 1.6 1.8 1.5

0.1 0.2 0.8 0.8

0.3 1.2 1.30.3 0.9 1.1

0.4 0.3 0.6 0.70.8 0.3 0.4 0.70.8 0.4 0.4 0.50.8 0.5 0.3 0.40.7 0.7 0.3 0.2

1.0 1.2 0.4 0.1

1.3 0.4 0.1

0.8 0.3 0.1

2.1 2.2 2.0 2.2 2.2 2.0 2.3 2.2 2.1 2.3 1.9 1.8 2.2 2.1 2.1 2.2 1.6 0.7 0.6 0.5 0.2 0.3 0.6 1.4 2.2 2.2 2.1 2.3 2.1 2.1 2.3 1.9 1.8 2.1 1.6

1.4 1.5 1.4 1.3 1.4 1.3 1.3 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.4 1.2 1.0 0.6 0.4 0.4 0.4 0.7 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.0

0.5 1.3 1.7 1.5 1.6 1.5 1.6 1.7 1.7 1.7 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.3 0.7 0.4 0.5 0.9 1.6 1.2 1.1 1.5 1.7 1.7 1.8 1.8 1.7 1.7 1.5 1.5 1.5 1.30.6 1.5 0.5 1.0 0.8

0.3 0.9 1.1 0.5 0.5 0.40.3 0.7 0.5 0.3 0.2 0.1 0.20.3 0.7 0.6 0.3 0.2 0.1 0.10.2 0.9 1.1 0.5 0.3 0.2 0.30.2 0.9 1.3 0.5 0.5 0.7 0.80.2 0.8 0.8 0.4 0.3 0.8 1.5 1.2 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.2 0.4 0.4 0.3 0.1 0.3 0.8 1.1 0.9 0.8 0.7 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.50.3 0.4 0.2 0.1 0.1 0.1 0.3 0.6 1.3 2.0 2.0 1.9 2.0 1.9 1.8 2.0 1.7 1.6 1.8 1.40.3 0.6 0.4 0.1 0.1 0.1 0.10.2 0.8 1.2 0.2 0.2 0.1

0.5 1.5 2.0 0.4 0.3 0.3 0.20.6 1.1 1.8 1.4 1.3 1.3 1.3 1.4 1.5 1.4 1.4 1.5 1.4 1.4 1.5 1.4 1.4 1.4 1.3 1.0 0.6 0.5 0.4 0.4 0.3

1.6 1.7 1.7 1.5 1.6 1.5 1.5 1.6 1.5 1.5 1.6 1.5 1.4 1.4 1.5 1.5 1.5 1.4 1.1 0.6 0.5 0.7 0.7 0.5

1.1 1.2 0.91.6 1.8 1.51.4 1.5 1.4

0.9 0.7 0.20.6

MATCHLINE MATCHLINEMATCHLINE MATCHLINE
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN

LAN LAN

LAN LAN
LAN
LAN
LAN
LAN

LAN LAN
LAN
LAN
LAN
QUV

QUV QUV QUV

QUV QUV
QUV

ULM ULM
QUV
ULM
ULM

GIN CER CER CER CER CER CER CER CER CER CER CER
CER
CER

CERCER CERCER CER CER CER CER
CER

GIN GIN GIN

GIN GIN GIN
ULM
ULM
ULM
ULM
LAN
ULM
GIN
GIN
GIN
ULM
VAN
35363738 323334 31 30 29 28
4039 434241 4544 46 47 48 49
57585960 5556 54 53 52 51 50
TH 61 62 63 64 65 66
-1

B STREET

C STREET

D STREET
REET

TYPICAL WALKING PATH A
A1
.5
.25
A1
.5
.25
A1
.5
.25
A1
.5
.25
A2
.5
.25
A2
.5
A3 .25
.5
.25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25 B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5
.25
B1 .5 .25 B1
.5 .25
B1
.5 .25
B1 .5 .25
B1 .5 .25
B1 .5 .25 B1 .5 .25 B1 .5 .25 B1 .5 .25 B1 .5 .25
B1 .5 .25 B1
.5 .25
B1
.5 .25B1 .5 .25
B1 .5 .25
B1
.5
.25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1 .5 .25 B1 .5 .25
B1
.5 .25 B1
.5
B1 .25
.5 .25
B1 .5 .25 B1 .5 .25 B1 .5 .25
B1
.5 .25
.5 .25
B2
.5
.25
B2
.5
.25
B2
.5
.25
C2
C2
.5
.25
C2
C3
.5
.25

D D D D D D
D D

D D D D D D

D D D D D

D D D D D

D D D D D D D D D D D D D D D
D D D

D D D D D
D D D
E

E E E E E E
E E

E E E E

E E E E

E E E E E E E E E E E

E E E E E E

E E E E E E E
E E

E E E E
C3
.5
.25
D1
D1
C3
.5
.25

0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.1 0.5 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 1.3 2.2 2.7 3.0 3.0 3.3 3.6 3.8 3.7 3.8 3.9 4.2 4.1 4.2 3.8 3.7 3.6 3.7 3.7 3.5 3.3 3.2 2.8 2.2 1.6 1.7 2.2 2.8 3.1 3.3 3.4 3.6 3.7 3.7 3.8 3.9 4.2 4.1 4.1 3.8 3.7 3.7 3.7 3.7 3.5 3.4 3.0 2.7 2.0 1.4 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 0.1 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.4 0.3 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.2 0.3 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 1.4 2.2 2.8 3.2 3.5 3.5 3.7 3.8 3.8 3.9 4.0 4.2 4.4 4.2 3.9 3.9 3.7 3.8 3.8 3.6 3.5 3.3 2.9 2.4 2.3 27.7 1.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 2.6 0.7 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 0.2 31.1 0.7 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.2 0.1 27.4 0.6 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 1.2 0.4 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.2 0.1 7.9 0.5 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.2 0.1 37.3 0.6 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.3 0.1 4.1 0.8 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 0.2 1.0 0.6 2.3 3.7 2.7 8.2 4.6 1.7 2.9 2.1 6.2 6.2 2.5 3.4 1.7 6.2 6.5 1.5 2.7 2.2 6.0 8.1 2.1 3.0 2.6 8.3 4.2 2.4 3.2 1.0 0.2 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.7 3.4 6.9 6.8 9.1 32.6 5.2 4.0 5.6 3.3 10.0 36.4 3.9 3.3 5.6 3.8 5.9 21.6 6.7 3.8 5.6 3.3 2.0 27.7 25.1 1.1 0.6 1.0 2.1 3.9 3.3 1.2 0.8 0.9 3.0 3.0 0.9 0.7 0.8 2.8 2.8 0.8 0.5 0.7 2.6 2.7 1.0 0.8 1.5 2.8 2.5 0.8 0.6 0.3 0.2 0.6 0.6 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.4 0.9 2.0 5.2 3.6 1.0 0.8 0.8 0.9 0.7 0.7 0.5 0.6 0.7 0.9 0.9 0.8 0.6 0.7 0.8 0.9 0.7 0.6 0.6 0.6 0.4 0.3 0.4 1.0 3.1 2.8 1.7 0.8 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.1 0.2 0.2 0.5 1.3 0.8 0.4 0.4 0.6 0.3 0.7 12.6 8.3 0.3 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.4 0.6 0.9 1.4 4.8 1.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.4 0.9 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 1.1 2.8 2.8 1.1 0.3 0.1 0.1 0.1 0.1 0.3 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.6 3.6 2.7 0.7 5.2 6.5 3.0 1.0 2.1 4.1 0.3 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 1.2 0.7 0.6 1.0 2.8 1.3 0.6 0.4 0.4 0.2 0.1 0.1 0.1 0.1 1.3 12.3 1.4 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.1 0.8 0.4 0.4 0.8 1.1 0.8 0.3 0.1 0.1 0.1 0.3 6.4 1.5 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.6 2.2 5.1 1.0 1.2 2.1 23.1 27.5 1.5 0.5 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 3.2 0.9 0.5 0.4 0.6 0.7 2.0 21.9 1.0 0.2 0.1 0.1 0.1 0.2 1.2 9.0 2.3 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.2 2.8 3.1 1.9 0.8 0.5 0.5 0.3 0.3 0.2 0.1 0.3 3.5 11.4 0.8 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.3 4.5 2.5 0.5 0.3 1.1 1.1 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.8 1.6 0.2 1.6 1.0 0.5 0.6 0.8 0.9 8.1 3.3 0.7 0.6 0.6 0.4 0.3 0.6 0.7 0.9 0.6 0.5 0.7 0.5 0.5 0.3 0.4 0.7 0.7 1.1 1.7 1.6 3.1 1.2 0.5 0.4 0.7 0.6 0.6 0.3 0.4 0.8 0.8 0.6 0.6 0.4 0.3 0.3 0.5 0.5 0.6 0.5 1.0 2.4 2.2 0.9 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.3 0.8 1.0 0.9 0.8 2.1 2.9 31.1 31.2 2.3 2.0 3.2 32.3 15.9 1.6 1.9 4.4 37.1 9.0 1.3 2.5 7.7 23.1 5.1 1.2 2.1 13.4 33.9 3.1 1.6 3.3 2.8 1.2 0.6 1.2 4.6 35.5 11.4 0.7 1.1 1.8 2.6 34.3 19.4 2.4 2.1 1.2 14.1 32.9 3.2 1.9 2.3 27.9 26.9 2.9 2.2 0.7 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.3 3.8 3.0 0.8 1.9 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.1 1.1 33.4 0.5 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.0 0.5 13.7 0.5 0.1 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.6 14.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.2 1.2 33.4 0.4 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 2.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 2.2 2.3 2.0 1.7 1.9 2.1 2.4 2.2 2.1 2.2 2.3 2.4 2.2 2.1 2.2 2.4 2.4 2.3 2.1 2.3 2.4 2.3 2.1 1.8 2.1 2.3 2.2 1.8 1.2 1.0 1.0 1.4 2.0 2.4 2.3 2.2 2.1 2.2 2.4 2.1 1.9 1.8 2.1 2.4 2.4 2.2 2.2 2.2 2.4 2.1 1.9 1.7 2.0 2.2 2.1 1.6 0.9 0.5 0.2 0.1 0.00.0 0.0 0.0 0.0 0.2 0.2 0.3 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.4 0.5 0.6 0.7 0.6 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.7 1.0 1.3 1.3 1.2 0.7 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.9 1.5 2.2 2.1 1.7 1.5 1.9 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.6 1.2 2.1 1.9 1.4 1.3 1.8 2.2 2.6 2.5 2.1 2.3 2.4 2.2 1.9 1.5 1.8 2.1 2.4 2.3 1.9 2.2 2.3 2.4 2.2 2.0 2.3 2.5 2.3 2.1 2.0 2.2 2.3 1.9 1.2 0.7 1.0 1.6 2.1 2.3 2.2 2.0 2.3 2.5 2.3 2.1 2.0 2.3 2.4 2.1 1.8 1.6 2.0 2.2 2.0 1.5 0.8 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.0 1.0 0.7 0.6 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 10.0 1.7 0.1 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 8.6 1.7 0.2 1.1 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.6 0.5 0.2 1.0 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.8 0.7 0.5 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 10.6 2.3 1.0 0.4 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 13.7 3.4 2.8 3.3 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.5 3.7 6.6 4.4 2.3 0.5 0.6 2.5 5.5 1.8 0.4 0.3 1.4 3.8 2.4 0.5 0.5 2.1 5.8 2.0 0.4 0.5 2.2 2.8 1.0 0.4 1.1 3.9 5.2 0.9 0.4 0.8 3.3 4.7 4.4 4.0 3.5 3.3 4.2 1.6 0.5 0.4 1.9 5.8 2.3 0.5 0.5 1.9 3.0 1.3 0.4 0.8 5.2 5.5 1.3 0.4 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 3.3 16.3 11.7 10.4 1.3 0.6 2.5 17.0 6.8 0.8 0.4 1.8 10.1 7.1 1.0 0.6 3.1 13.1 4.6 0.6 0.7 4.0 10.0 3.2 0.6 0.9 6.5 14.7 2.3 1.3 8.5 9.0 3.1 3.4 3.5 3.5 2.1 3.2 13.4 5.8 1.1 4.2 11.5 3.2 0.6 1.0 8.2 12.4 1.8 0.5 1.6 13.5 12.3 12.5 9.5 0.9 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.9 2.1 6.2 4.7 0.7 0.4 1.5 3.0 1.7 0.4 0.4 2.0 6.7 3.1 0.5 0.7 2.4 2.5 0.8 0.3 0.5 2.8 6.7 1.9 0.4 0.7 2.3 2.6 0.9 0.6 3.3 5.0 4.5 3.4 2.0 2.8 3.0 4.3 4.8 1.4 0.5 1.3 2.9 1.9 0.5 0.6 3.2 5.9 1.6 0.4 0.6 2.8 3.8 3.7 2.2 0.3 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 2.3 0.9 1.2 2.9 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.4 0.6 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.3 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.3 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.3 0.4 1.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0

0.5 1.4

0.1 0.5 1.5 0.0

0.5 0.2 0.4 0.8 0.6 0.2

1.4 1.9 2.1 2.4 2.4 2.4 2.6 2.6 2.5 2.4 2.4 2.2 2.1 1.6 1.1 0.6 0.4 0.4 0.6 0.5 0.6 1.1 1.6 2.1 2.1 2.3 2.3 2.4 2.5 2.5 2.4 2.3 2.3 2.1 1.7 1.3 0.7 0.3

0.5 0.7 1.3 1.5 1.5 1.8 2.1 2.2 2.3 2.3 2.4 2.4 2.3 2.1 2.0 1.8 1.6 1.4 1.2 1.2 0.9 1.2 1.4 1.6 1.6 1.5 1.5 1.6 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.2 1.2 0.90.2 0.7 1.6 1.40.3 1.1 1.30.4 0.80.4 0.50.3 0.80.2 1.10.2 1.1 0.9 0.30.2 0.8 0.7 0.50.2 0.4 0.6 2.80.1 0.30.1 0.20.2 0.10.3 0.30.2 0.50.1 0.7 1.6

0.5 1.3 2.1 1.8 1.8 1.5 1.7 1.9 1.8 1.9 2.0 1.8 1.9 2.0 1.8 1.9 1.8 1.6 1.7 1.6 1.1 0.8 1.4 1.9 1.8 1.8 1.9 1.7 1.6 1.9 1.9 1.9 2.0 1.7 1.6 1.7 1.4

1.2 1.7 1.5 1.3 1.3 1.2 1.2 1.3 1.3 1.4 1.4 1.3 1.4 1.4 1.3 1.3 1.2 1.0 0.8 0.5 0.4 0.7 0.9 0.8 1.1 1.2 1.2 1.3 1.3 1.3 1.4 1.3 1.2 1.2 1.1 0.9

2.2 2.2 2.0 2.0 1.8 1.5 1.9 2.0 1.9 2.0 2.0 1.9 2.1 1.9 1.9 1.9 1.4 0.6 0.2 0.2 0.5 0.6 0.5 1.1 1.7 1.9 1.9 2.1 2.0 1.9 2.0 1.7 1.6 1.8 1.5

0.1 0.2 0.8 0.8

0.3 1.2 1.30.3 0.9 1.1

0.4 0.3 0.6 0.70.8 0.3 0.4 0.70.8 0.4 0.4 0.50.8 0.5 0.3 0.40.7 0.7 0.3 0.2

1.0 1.2 0.4 0.1

1.3 0.4 0.1
SCALE: 1/16" = 1'-0" PLAN VIEW FULL PLAN VIEW - N.T.S.
6' High Property Divider
Luminaire ScheduleProject: STEVENS CREEK RESIDENTIAL - SITE Symbol Qty Label Arrangement 3000K Luminaire Lumens LLF Description Data Source Filename Lum. Watts 6 A1 Single 1350 STERNBERG PT-E250LED-RX-8L30T3-MDL008-SV1-XX - 8' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T3-MDL008-SV1.IES 18.52 A2 Single 1496 STERNBERG PT-E250LED-RX-8L30T2-MDL008-SV1-XX - 8' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T2-MDL008-SV1.IES 18.5 1 A3 Single 1414 STERNBERG PT-E250LED-RX-8L30T4-MDL008-SV1-XX - 8' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T4-MDL008-SV1.IES 18.5 60 B1 Single 1496 STERNBERG E250LED-XXXB-36IN-8L30T2-MDL008-SV1 - 3' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T2-MDL008-SV1.IES 18.5 3 B2 Single 1414 STERNBERG E250LED-XXXB-36IN-8L30T4-MDL008-SV1 - 3' L.C. ( 30 = 3000K CCT ) E250LED-8L-40-T4-MDL008-SV1.IES 18.5 2 C1 Single 1797 STERNBERG PT-E350LED-XF-12L30T3-MDL006-FL-XX - 15' L.C. ( 30 = 3000K CCT ) E350LED-12L-40-T3-MDL006-FL.IES 19.88 C2 Single 1797 STERNBERG PT-E350LED-XF-12L30T2-MDL006-FL-XX - 15' L.C. ( 30 = 3000K CCT ) E350LED-12L-40-T3-MDL006-FL.IES 19.86 C3 Single 1394 STERNBERG PT-E350LED-XF-12L30T3-MDL006-FL-BLOC- 15' L.C. ( BLOC = Back Light Optical Control ) 3000K E350LED-12L-40-T3-MDL006-FL-BLOC.IES 19.7 118 D Single 1503 0.850 GARDCO GBS-A01-830-T3M-VOLT-XX-XX-XX - 9' L.C. ( 30 = 3000K CCT ) gbs-a01-830-t3m-ies.ies 10.2 4 D1 Single 1467 0.850 GARDCO GBS-A01-830-T4M-VOLT-XX-XX-XX - 9' L.C. ( 30 = 3000K CCT ) gbs-a01-830-t4m-ies.ies 10.2 122 E Single 932 0.850 ALPHABET BETA-4Q-SW-10LM-30K-80-HE80-XX-XX-W-VOLT - 9' L.C. ( 30 = 3000K CCT ) BETA-4Q-SW-10LM-30K-80-HE80-WH-WH.ies 8.5 Calculation Summary
Project: STEVENS CREEK RESIDENTIAL - SITE
Label CalcType Units Avg Max Min Avg/Min Max/Min # Pts
A STREET Illuminance Fc 0.6 1.8 0.1 5.6 18.0 108
B STREET Illuminance Fc 1.4 2.1 0.1 14.4 21.0 103
C STREET Illuminance Fc 0.9 2.8 0.1 9.2 28.0 60
D STREET Illuminance Fc 1.7 2.6 0.3 5.7 8.7 66E STREET Illuminance Fc 0.6 1.7 0.1 5.6 17.0 77F STREET Illuminance Fc 1.3 1.7 0.5 2.7 3.4 38 G STREET Illuminance Fc 0.8 2.0 0.2 4.1 10.0 45
H STREET Illuminance Fc 1.6 2.3 0.4 3.9 5.8 57
I STREET Illuminance Fc 0.9 2.0 0.1 8.8 20.0 39
J STREET Illuminance Fc 1.6 2.3 0.6 2.6 3.8 39
K STREET Illuminance Fc 2.0 2.7 0.5 4.0 5.4 34L STREET Illuminance Fc 2.0 2.7 0.4 4.9 6.8 34 TYPICAL WALKING PATH A Illuminance Fc 10.1 36.4 2.0 5.0 18.2 24TYPICAL WALKING PATH B Illuminance Fc 2.4 6.5 0.4 6.0 16.3 36

0.8500.8500.8500.8500.8500.8500.8500.850
Note: Unless otherwise specified - the lamp lumen depreciation (LLD) for legacy sources used in these calculations is based on published mean lumen ratings by major lamp manufacturers; 0.80 LLD for pulse start metal halide; 0.90 LLD for high pressure sodium; 0.95 LLD forlinear T8 and T5 fluorescent; 0.86 LLD for compact fluorescent and induction; 0.88 LLD for Cosmo and Elite lamps. 0.94 LDD for all LED sources. Unless otherwise noted - 0.90 luminaire dirt depreciation (LDD) is commonly applied. In cases where appropriate - ballast factor (BF) is applied. Additional user defind factors (UDF) may be applied if necessary to represent luminaire performance to a higher degree of accruracy. Total light loss factor (LLF) is the product of all multiplied loss factors.

SCALE: 1” = 20’-0” L-10 0 20’ 40’ 80’ PHOTOMETRIC PLAN L4.3 4 2664
CC 04-07-2026 Searchable Packet
2664 of 2882

GENERAL PLANNING APPLICATION
SEPTEMBER 20, 2024 FIRST SUBMITTALJANUARY 22, 2025 SECOND SUBMITTAL CUPERTINO, CA # 20240298
20807-20883 STEVENS CREEK BLVD
OWNERSHIP:

STEVENS CREEK OCA OWNER, LLC
180 Grand Ave, Ste. 1400
Oakland, CA 94612
12 AUGUST 5, 2025 THIRD SUBMITTAL3 NOVEMBER 5, 2025 FOURTH SUBMITTAL4 DECEMBER 24, 2025 FIFTH SUBMITTAL

MATCHLINE MATCHLINE
MMMMM
10' 6' 10'-2" 4'
8'-2" 4' 5'
233 10 8 7 5 2
ACE
ULM
ULM
ULM
ULM
ULM
ULM
ULM
ULM
ULMULM
ULM

ACE ACE ACE ACE ACE ACE
ULM
ACE

LAM LAM LAM
LAM

LAM LAM LAM

PYR PYR PYR PYR
-1
TH
-2
TH
-3
TH
-4
TH
-5
TH
-6
TH
-7

D STREET

E STREET

K STREET L STREET

TYPICAL WALKING PATH B
A1
.5
.25
B1
.5 .25
B1
.5 .25
B1
.5 .25
.5B1
.25
.5B1
.25
B1 .5 .25
.5B1
.25
B1 .5 .25
B1
.5 .25
B1 .5 .25
B1 .5 .25
B1 .5 .25
B1
.5 .25
B1
.5 .25
B1 .5 .25
C2
.5
.25
C2
.5
.25
C2
.5
.25
C2
.5
.25
C3
.5
.25

D D D D D D

D D D D D D D D

D D D D D D

D D D D D D D D
D D

D D D D D

D D D D D D D D

D D D D D D D D D D D D D D D
D D D
E
E
E

E E E E E E E

E E E E E E E E
E E E
E E
E

E E E E

E E E E

E E E E E E E E E E E E E E E E
D1
.25

0.0 0.1 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0

0.0 0.0 0.0 0.1 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.3 0.5 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.4 0.2 0.1 0.2 0.4 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.5 2.5 4.3 2.9 0.7 0.2 0.6 2.6 4.2 2.5 0.6 0.2 0.5 2.3 4.2 2.8 0.7 0.2 0.6 2.6 4.2 2.5 0.6 0.2 0.3 0.3 0.3 0.1 0.1 0.1 0.2 0.8 2.9 4.1 2.2 0.5 0.2 0.9 3.1 4.0 2.1 0.4 0.2 0.7 2.8 4.2 2.3 0.5 0.2 1.0 3.1 4.0 2.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.1 0.3 4.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 7.2 4.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 1.4 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.5 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 4.3 5.1 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 3.5 5.0 0.3 0.3 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.4 0.8 0.3 0.4 0.3 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.4 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 1.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.3 1.9 9.5 9.4 6.1 1.4 0.4 1.0 5.2 9.1 11.9 3.0 0.5 0.7 4.2 8.7 5.5 1.1 0.6 3.9 13.2 9.6 5.1 1.0 0.8 1.6 4.0 0.0 0.0 0.0 0.2 4.5 8.0 11.8 3.0 0.5 1.4 6.2 8.3 3.7 0.6 0.6 4.5 12.7 9.1 4.2 0.7 0.4 1.4 6.4 10.2 10.8 1.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 2.6 5.7 5.8 3.2 1.1 0.4 0.8 2.7 5.0 6.8 3.9 0.7 0.7 2.2 3.9 2.7 0.9 0.7 3.0 5.1 4.9 2.7 0.8 0.8 1.0 4.2 0.1 0.1 0.1 0.5 1.4 2.8 3.3 2.4 0.6 1.0 2.9 3.7 2.0 0.6 0.8 4.2 6.4 4.6 2.3 0.6 0.4 1.1 3.3 6.5 5.8 1.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.7 2.3 4.5 6.1 4.1 0.8 0.8 2.5 3.8 2.4 0.8 0.5 1.1 2.5 4.0 2.8 0.9 0.4 0.8 2.5 3.8 2.4 0.8 0.7 1.5 2.5 0.1 0.1 0.2 0.7 2.4 3.4 2.1 0.7 0.4 1.0 2.9 4.1 2.5 1.2 0.5 0.9 2.6 3.7 2.2 0.7 0.9 4.2 6.2 4.3 2.1 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 0.7 4.4 9.0 12.5 4.9 0.7 0.9 5.0 8.8 4.7 0.9 0.7 10.0 42.0 11.4 6.0 1.3 0.4 0.9 5.0 8.7 4.8 0.9 0.4 0.7 1.1 0.1 0.1 0.2 1.1 5.4 8.1 4.5 0.8 0.4 1.5 6.4 11.9 26.3 7.3 0.6 1.1 5.5 8.4 4.4 0.8 0.8 6.0 12.5 8.8 3.7 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.3 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 1.1 2.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 4.8 4.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 1.2 2.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.1 0.5 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 1.3 2.2 2.7 3.0 3.0 3.3 3.6 3.8 3.7 3.8 3.9 4.2 4.1 4.2 3.8 3.7 3.6 3.7 3.7 3.5 3.3 3.2 2.8 2.2 1.6 1.7 2.2 2.8 3.1 3.3 3.4 3.6 3.7 3.7 3.8 3.9 4.2 4.1 4.1 3.8 3.7 3.7 3.7 3.7 3.5 3.4 3.0 2.7 2.0 1.4 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.6 0.1 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.4 0.3 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.2 0.3 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 0.4 0.2 0.1 0.00.0 0.0 0.0 0.0 0.1 1.4 2.2 2.8 3.2 3.5 3.5 3.7 3.8 3.8 3.9 4.0 4.2 4.4 4.2 3.9 3.9 3.7 3.8 3.8 3.6 3.5 3.3 2.9 2.4 2.3 27.7 1.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.2 2.6 0.7 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.4 0.2 31.1 0.7 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.1 27.4 0.6 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.1 0.1 0.1 1.2 0.4 0.0 0.0 0.0 0.0 0.0

0.7 0.9 0.3

1.5 0.5

1.0 1.2 0.6 0.2

0.5 0.8 0.6 0.20.3 0.6 0.7 0.30.3 0.7 1.1 0.60.3 0.8 1.70.4 0.9 1.5 0.9

0.7 1.3 1.8 2.2 2.3 2.4 2.5 2.6 2.6 2.6 2.4 2.4 2.2 2.0 1.5 1.0 0.5 0.5 0.7 0.9 0.5 0.6 1.1 1.6 2.1 2.2 2.3 2.4 2.6 2.6 2.6 2.5 2.4 2.3 2.1 1.7 1.20.7 1.3 1.9 2.3 2.5 2.5 2.6 2.7 2.7 2.6 2.5 2.5 2.3 2.1 1.6 1.1 0.6 0.7 0.9 0.7 0.4 0.5 1.1 1.7 2.2 2.3 2.5 2.5 2.7 2.7 2.6 2.6 2.5 2.4 2.2 1.8 1.2

1.1 1.3 0.7

0.4 1.5 0.50.7 0.9 0.4 0.10.4 0.5 0.2 0.10.4 0.4 0.2 0.10.5 0.3 0.2 0.10.5 0.2 0.2 0.10.3 0.2 0.3 0.20.1 0.2 0.4 0.30.1 0.3 0.8 0.5

0.5 1.4

0.1 0.5 1.5 0.0

0.5 0.2 0.4 0.8 0.6 0.2

1.4 1.9 2.1 2.4 2.4 2.4 2.6 2.6 2.5 2.4 2.4 2.2 2.1 1.6 1.1 0.6 0.4 0.4 0.6 0.5 0.6 1.1 1.6 2.1 2.1 2.3 2.3 2.4 2.5 2.5 2.4 2.3 2.3 2.1 1.7 1.3 0.7 0.3

0.5 0.7 1.3 1.5 1.5 1.8 2.1 2.2 2.3 2.3 2.4 2.4 2.3 2.1 2.0 1.8 1.6 1.4 1.2 1.2 0.9 1.2 1.4 1.6 1.6 1.5 1.5 1.6 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.2 1.2 0.90.2 0.7 1.6 1.40.3 1.1 1.30.4 0.8

MATCHLINE MATCHLINEMATCHLINE MATCHLINE
MMMMM
MMMMM
10' 6' 10'-2" 4'
8'-2" 4' 5'
233 10 8 7 5 2
143
142
138
139
136
140
141
133 -- 134
144
131 132
130
129
137
ACE
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN

LAN LAN

LAN LAN
LAN
LAN
LAN
LAN

LAN LAN
LAN
LAN
LAN
ACE
QUV

QUV QUV QUV

QUV QUV
QUV

ULM ULM
ULM
ACE
QUV
ULM
ULM
ULM
ULM
ULM
ULM
ULM
ULM
ULMULM
ACE

ACE ACE
ACE

CER CER

CER CER CER CER CER

CER CER CER CER

GIN CER CER CER CER CER CER CER CER CER CER CER
CER
CER

CERCER CERCER CER CER CER CER
CER

GIN GIN GIN

GIN GIN GIN

CER CER CER CER
ULM
ULM
ULM
ULM
ULMULM
ULM
ULM
ULMULM
ULM
ULM
ULM

ACE ACE ACE ACE ACE ACE
LAN
ULM
ULM
ULM
GIN
GIN
GIN
ACE
ULM

ACE ACE
ACE
ACE
ACE

ACE ACE ACE ACE ACE
ACE

ACE ACE ACE ACE ACE
ACE
ACE
CER

LAM LAM LAM
LAM

LAM LAM LAM

PYR PYR PYR PYR
VAN
1 234567
8 9 10 11
121314151617
232221201918 24 25 26 27
32333435363738 31 30 29 28
414039 45444342 46 47 48 49
54555657585960 53 52 51 50
TH 61 62 63 64 65 66
-1
TH
-2
TH
-3
TH
-4
TH
-5
TH
-6
TH
-7

A STREET

B STREET

C STREET

D STREET

E STREET

F STREET

H STREET

G STREET I STREET

J STREET

K STREET L STREET

TYPICAL WALKING PATH A

TYPICAL WALKING PATH B
A1
.5
.25
A1

5. 25 .

A1
.5
.25
A1
.5
.25
A1
.5
.25
A1
.5
.25
A2
.5
.25
A2
.5
.2 A3 5
.5
.25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25
B1
.5 .25 B1
.5 .25
B1
.5 .25
B1
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B1
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B1
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B1 .5 .25 B1
.5 .25
B1
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B1 .5 .25
B1 .5 .25
B1 .5 .25 B1 .5 .25 B1 .5 .25 B1 .5 .25 B1 .5 .25
B1 .5 .25 B1
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B1 .5 .25
B1
.
5 .
25 B1
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B1
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B1
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B1
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B1
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B1
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B1 .5 .25
B1 .5 .25
B1
.5 .25
B1 .5 .25 B1 .5 .25
B1 .5 .25
B1 .5 .25 B1 .5 .25
B1
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B1 .25
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B1 .5 .25 B1 .5 .25 B1 .5 .25
B1
5 .
2 .
5 B1
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.5B1
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.5B1
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B1 .5 .25
.5B1
.25
B1 .5 .25
B1
.5 .25
B1 .5 .25
B1 .5 .25
B1 .5 .25
B1
.5 .25
B1
.5 .25
B1 .5 .25
B2
.5
.25
B2
.5
.25
B2

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