J - Complete Plan Set — Cupertino City Council, April 7, 2026

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 + 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 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 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 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
4 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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

A STREET B STREET

C STREET D STREET

A STREET B STREET

C STREET D 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
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.

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.

See Building and Site Plans.

See Elevations and Color/Material Selections.

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.

Proposed Design Features
See Roof Plans and Elevations.

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

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
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

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 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 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.

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

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:

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

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 1B 1A 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

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
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:

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
4 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:

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
4 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:

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

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:

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
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:

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
4 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:

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.
@ 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:

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

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:

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.
@ 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:

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
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:

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.

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:

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

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:

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.

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:

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
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:

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.

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:

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
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:

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

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:

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
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:

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:

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:

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

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:

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:

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:

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:

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:

ALVES DRIVE B STREET D STREET

STEVENS CREEK BOULEVARD D STREET

ALVES DRIVE

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:

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:

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 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 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

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 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 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 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 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 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"
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2'-0"
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2'-0"
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2'-0"
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2'-0"
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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 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"
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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 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"
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2'-0"
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2'-0"
eave
2'-0"
eave
2'-0"
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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 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 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

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)
Stevens Creek Blvd
1 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
* * * * * * * * * * * * * * * *
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
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. 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 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 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. 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 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' 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' 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' 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' 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' Space
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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 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 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"
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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) 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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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 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 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 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

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 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.)

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 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 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.

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 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 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 * * * * 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 35 34 40 41 43 30 48 59 64 8 23 46 60 66 STEVENS CREEK BLVD ALVES DR R R R R R R R 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. * * * * 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 58 56 51 62 8 23 46 60 53 66 STEVENS CREEK BLVD ALVES DR R R R R R R R 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 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 +/-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 21 36 34 33 41 42 47 54 65 8 23 46 60 66 STEVENS CREEK BLVD ALVES DR R R R R R R 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. 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 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 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 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 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 58 56 51 62 53 STEVENS CREEK BLVD ALVES DR R R R R R R 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 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) 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. 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

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
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 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 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 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 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 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' 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 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 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

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 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.)

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 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.)

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 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 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 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 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 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 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 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 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 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

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:

VESTING TENTATIVE MAP FOR
0 Scale: 1" = 30'
15 30 60 CONDOMINIUM PURPOSES C2

VICINITY MAP
SITE

GENERAL NOTES
SEE SHEET C1

ALVES DRIVE

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

ALVES DRIVE
OWNERSHIP:

EXISTING TREE INVENTORY
PLAN
LEGEND
SEE SHEET C5
Scale: 1" = 30'

STEVENS CREEK BOULEVARD
OWNERSHIP:

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

ALVES DRIVE
OWNERSHIP:

EXISTING CONDITIONS &

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

EXISTING CONDITIONS &

DEMOLITION PLAN
SEE SHEET C9
SEE SHEET C7
Scale: 1" = 20'
LEGEND

STEVENS CREEK BOULEVARD
OWNERSHIP:

EXISTING CONDITIONS &

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

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:

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'
*
*
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 PLAN 1 PLAN 2 PLAN 1
OWNERSHIP:

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:
*
*
* *
*

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:

SITE PLAN
0 10 20 40
SEE SHEET C11

STEVENS CREEK BOULEVARD

PRODUCT SUMMARY
LEGEND

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

PROPOSED DESCRIPTION
LEGEND:

ABBREVIATIONS

EXISTING
SEE SHEET C14
C13

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

PROPOSED DESCRIPTION
LEGEND:

EXISTING
SEE SHEET C15
C14

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

ABBREVIATIONS

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

STEVENS CREEK BOULEVARD E STREET
OWNERSHIP:

SEE SHEET C14

TYPICAL TOWNHOME SERVICE DETAIL
C15

UTILITY PLAN
0 10 20 40

ABBREVIATIONS
Scale: 1" = 20'

PROPOSED DESCRIPTION
LEGEND:

EXISTING
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:

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'
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:

GRADING PLAN
0 10 20 40
SEE SHEET C16
Scale: 1" = 20'

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:

SECTION A

SECTION B

SECTION C
C18

GRADING PLAN
0 10 20 40
Scale: 1" = 20'
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:

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.
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:

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.

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:

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.

OWNERSHIP:

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
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:

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'
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:

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.
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:

PROPOSED DESCRIPTION
LEGEND

EXISTING
C25

SIGNING & STRIPING
0 15 30 60

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:

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'
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 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 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 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

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

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

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

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

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

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’

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

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

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

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

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 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 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
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

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
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 0.0

0.0 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 0.0

0.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.0

0.0 0.0 0.0 0.0 0.1 0.0 0.7 0.4 0.4 0.2 0.1 0.1 0.00.0 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 0.0

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 0.00.0 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 0.00.0 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

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
17 16 15 14 13 12
18 24 25 19 20 21 22 23 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 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
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
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 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

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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

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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 0.0

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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 0.0

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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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.0

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 0.00.0 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 0.00.0 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 0.00.0 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

0.7 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

0.5 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 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

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
17 16 15 14 13 1218 24 25 19 20 21 22 23 26 27
38 37 36 35 34 33 32 31 30 29 2839 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 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
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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 .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
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
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 0.5 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 0.0

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 0.00.0 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 0.0

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 0.0

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 0.0

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 0.0

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 0.0

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 0.00.0 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 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 1.2 0.4 0.0 0.0 0.0 0.0 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.00.0 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 0.3 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 0.0

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

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 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

0.5 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
38 37 36 35 34 33 32 31 30 29 2839 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 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
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 0.0

0.0 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 0.0

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 0.00.0 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 0.0

0.0 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 0.0

0.0 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 0.0

0.0 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 0.0

0.0 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 0.0 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 0.0

0.0 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 0.0

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

0.5 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 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 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
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 0.1 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 0.0

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 0.00.0 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 0.00.0 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 0.0

0.0 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 0.00.0 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 0.00.0 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

0.7 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

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

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
17 16 15 14 13 1218 24 25 19 20 21 22 23 26 27
38 37 36 35 34 33 32 31 30 29 2839 40 41 42 43 44 45 46 47 48 49 60 59 58 57 56 55 54 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 .

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
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
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 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 0.0 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 0.0

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 0.0

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

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 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

0.5 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.
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

SCALE: 1” = 20’-0” L-11 0 20’ 40’ 80’ PHOTOMETRIC PLAN L4.4

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” L-12 0 10’ 20’ 40’ TREE DISPOSITION PLAN L5.0 Tree Protection Recommendations Design Phase
x As the design progresses, ensure that the native grade is not disturbed within the temporary fencing area that is highlighted in the Tree Protection Plan that accompanies this report. o If encroachment is needed within the fenced area, discuss the impacts with the Project Arborist before finalizing the design.
o Additional tree protection measures may be needed, including but not limited to:
digging by hand or with air/water-assisted methods; providing supplemental irrigation; arborist monitoring during excavation. If the measures are not feasible, the trees may need to be removed. x If the off-site trees are surveyed, the Project Arborist shall review updated plans to determine whether the tree protection recommendations still apply. x Include a note in construction documents (on relevant sheets) that less invasive methods of excavation may be needed around trees #250-259 if significant roots are encountered within 12”-18” of existing grade. Methods may include but are not limited to air/water-assisted excavation tools, directional boring, hand digging, etc.

Pre-Demolition Phase
x Contractors:
o Inform all contractors and subcontractors of the significance of protecting the off-site trees, as the financial consequences for tree damage may be significant (both in city fees and claims from off-site tree owners). A pre-construction meeting may be needed to review the tree protection measures and work plan before demolition begins. o Keep your Project Arborist informed of the construction schedule, especially the excavation phases where monitoring or recommendations are needed. x Temporary tree fencing:
o Before equipment arrives on site, install temporary 6’ chain-link fencing around trees #2, 5, 7, 8, 10, 142, 143, 233, 252-258, 260 & 264 as noted on the Tree Protection Plan. o Leave additional fencing by tree #252 so the protection area can be expanded to include trees #250 & 251 after demolition is completed. o If the fencing location(s) will obstruct construction access, discuss other options with the Project Arborist.
o The fencing shall stay upright and secure throughout the project. To modify the fencing, consult the Project Arborist to determine what substitute tree protection measures are needed to provide the same degree of protection. Fencing shall not be moved or adjusted without the Project Arborist’s approval. x Pruning: Limit clearance pruning to the bare minimum, i.e. enough to just clear the air space needed for construction. Pruning shall be done by a tree service with a certified arborist onstaff, before construction begins. x Wood chips, optional: If desired, spread the wood chips generated by tree removal within the fenced areas. The wood chips will conserve water and contribute nutrients to the trees; they can also be left in place after construction.

Demolition Phase
x Remove every tree EXCEPT trees #2, 5, 7, 8, 10, 142, 143, 233, 252-258, 260 & 264 (249 trees to be removed; 20 trees to remain).
x After demolition is completed, extend the tree protection fencing to enclose trees #250 & 251 as noted on the Tree Protection Plan.

Construction Phase
x The Project Arborist shall be on-site during storm drain and retaining wall excavation by Canary Island pines #250-259. If significant roots are encountered within 12”-18” of existing grade, less invasive methods may be needed (e.g. air/water-assisted excavation methods; directional boring, hand digging). Once the storm drain is completed, fencing must be immediately reinstalled. x The Project Arborist shall also be on-site during grading for the road by coast live oak #264 and Brazilian pepper #266. Regularly moisten the soil by this tree with methods available during that phase of construction (e.g. water truck, soaker hoses). x If roots > 1” diameter are encountered during excavation or grading by coast live oak #260, consult the Project Arborist for recommendations.
x For Canary Island pines #142 & 143, hand excavate along the sidewalk within 8' of trunk.

Consult the Project Arborist for recommendations before root pruning. x For sidewalk pear trees #2, 5, 7, 8, 10 & 233, hand excavate around roots > 1” diameter or larger. Consult the Project Arborist for recommendations before root pruning. x All root pruning shall be completed with sharp tools (hand pruners, loppers, handsaw, Sawzall, or circular saw), making the smallest possible cut – perpendicular to the length of the root rather than at a diagonal. Roots must then be covered and kept moist until the soil is backfilled. x At any time, if damage occurs to any tree, immediately consult the Project Arborist for recommendations on how to mitigate the damage.

Post-Construction Phase
x If the Project Arborist deems it necessary during construction, supplemental irrigation should be provided for one growing season after construction is completed (~9 months). Atemporary option with soaker hoses may be used. The hoses should be laid out as close to the edge of the tree canopies as possible. Leave them at a slow drip rate for 8 hours once a month (overnight is ideal). The irrigation off-sets water stress that may result from root pruning.

TREE LEGEND

MATCHLINE - SEE NEXT SHEET

ALVES DRIVE
4 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

TREE LEGEND
SCALE: 1” = 20’-0” L-13 0 10’ 20’ 40’ TREE DISPOSITION PLAN L5.1 Tree Protection Recommendations Design Phase
x As the design progresses, ensure that the native grade is not disturbed within the temporary fencing area that is highlighted in the Tree Protection Plan that accompanies this report. o If encroachment is needed within the fenced area, discuss the impacts with the Project Arborist before finalizing the design.
o Additional tree protection measures may be needed, including but not limited to:
digging by hand or with air/water-assisted methods; providing supplemental irrigation; arborist monitoring during excavation. If the measures are not feasible, the trees may need to be removed. x If the off-site trees are surveyed, the Project Arborist shall review updated plans to determine whether the tree protection recommendations still apply. x Include a note in construction documents (on relevant sheets) that less invasive methods of excavation may be needed around trees #250-259 if significant roots are encountered within 12”-18” of existing grade. Methods may include but are not limited to air/water-assisted excavation tools, directional boring, hand digging, etc.

MATCHLINE - SEE PREVIOUS SHEET

STEVENS CREEK BLVD
4 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 Tree
# Species
DBH
(or multi
total)
Tree
Elevations at
Base Replacement Size
Appraisal
Value
Trees for
Preservation
on/off site
1 Callery pear 8.5 258.8 24" box $351.72
2 Callery pear 8 258.4 24" box $351.72 PROTECT - On3 Callery pear 8.5 258.9 24" box $351.724 Callery pear 5 258.7 24" box $351.725 Callery pear 10 258.5 24" box $351.72 PROTECT - On6 Callery pear 7 258.8 24" box $351.727 Callery pear 9 258.9 24" box $351.72 PROTECT - On8 Callery pear 9 258.9 24" box $351.72 PROTECT - On9 Callery pear 7.5 259.1 24" box $351.72 10 Callery pear 9 259.5 24" box $351.72 PROTECT - On11 Purple leaf plum 9 259.8 24" box $351.7212 Purple leaf plum 7.5 259.8 24" box $351.7213 Purple leaf plum 6.5 259.8 24" box $351.7214 Purple leaf plum 8 259.6 24" box $351.7215 Hackberry 5.5 258.8 24" box $351.7216 Sweet bay 3 259.1 24" box $351.7217 Hackberry 7 258.5 24" box $351.7218 Sweet bay 5.5 259.1 24" box $351.7219 Hackberry 11 258.3 24" box $351.7220 Chinese pistache 7 257.6 24" box $351.7221 Chinese pistache 7 256.8 24" box $351.7222 Hackberry 9.5 257.5 24" box $351.7223 Hackberry 8.5 258.1 24" box $351.7224 Hackberry 8.5 257.8 24" box $351.7225 Hackberry 8 257.9 24" box $351.7226 Hackberry 9 258.2 24" box $351.7227 Hackberry 5.5 258.3 24" box $351.7228 Hackberry 10.5 258.8 24" box $351.7229 Hackberry 6.5 259.0 24" box $351.7230 Hackberry 6 259.3 24" box $351.7231 Coast redwood 20 257.3 (2) 24" box or 36" box $848.4432 Coast redwood 16 257.2 (2) 24" box or 36" box $848.4433 Coast redwood 20 256.5 (2) 24" box or 36" box $848.4434 Coast redwood 22 256.2 (2) 24" box or 36" box $848.4435 Coast redwood 23 255.4 (2) 24" box or 36" box $848.4436 Coast redwood 19 257.1 (2) 24" box or 36" box $848.4437 Coast redwood 15.5 254.7 (2) 24" box or 36" box $848.4438 Coast redwood 30 258.8 (2) 24" box or 36" box $848.4439 Coast redwood 23 258.7 (2) 24" box or 36" box $848.4440 Coast redwood 24 258.5 (2) 24" box or 36" box $848.4441 Coast redwood 24.5 258.2 (2) 24" box or 36" box $848.4442 Water gum 3 258.2 24" box $351.7243 Water gum 5 258.1 24" box $351.7244 Sweet gum 13.5 258.2 (2) 24" box or 36" box $848.4445 Japanese maple 18.5 258.4 (2) 24" box or 36" box $848.4446 Crape myrtle 9.5 258.2 24" box $351.7247 Japanese maple (Bloodgood) 3 257.8 24" box $351.7248 Coast redwood 12 256.8 24" box $351.7249 Coast redwood 20 256.8 (2) 24" box or 36" box $848.4450 Coast redwood 28 256.8 (2) 24" box or 36" box $848.4451 Coast redwood 38.5 257.4 36" box $7,200.00 52 Coast redwood 50 257.0 36" box $13,100.00
53 Seaside pittosporum 7 257.4 24" box $351.72
54 Seaside pittosporum 12 256.1 24" box $351.7255 Seaside pittosporum 6.5 257.5 24" box $351.7256 Coast redwood 30.5 257.4 (2) 24" box or 36" box $848.4457 Coast redwood 24 257.4 (2) 24" box or 36" box $848.4458 Coast redwood 35 257.4 (2) 24" box or 36" box $848.4459 Coast redwood 26 257.3 (2) 24" box or 36" box $848.4460 Coast redwood 29 257.3 (2) 24" box or 36" box $848.4461 Coast redwood 32 256.9 (2) 24" box or 36" box $848.4462 Coast redwood 25.5 257.4 (2) 24" box or 36" box $848.4463 Coast redwood 27 256.3 (2) 24" box or 36" box $848.4464 Coast redwood 17 257.9 (2) 24" box or 36" box $848.4465 Bottlebrush 11.5 256.9 24" box $351.7266 Bottlebrush 12.5 256.8 (2) 24" box or 36" box $848.4467 Coast redwood 14.5 257.4 (2) 24" box or 36" box $848.4468 Coast redwood 16.5 258.4 (2) 24" box or 36" box $848.4469 Bottlebrush 4 256.7 24" box $351.7270 Coast redwood 20.5 258.3 (2) 24" box or 36" box $848.4471 Bottlebrush 9 256.2 24" box $351.7272 Coast redwood 21 256.4 (2) 24" box or 36" box $848.4473 Coast redwood 5 258.3 24" box $351.7274 Coast redwood 24.5 258.7 (2) 24" box or 36" box $848.44 L-14 TREE MITIGATION
75 Coast redwood 32.5 257.5 (2) 24" box or 36" box $848.44 76 Seaside pittosporum 10.5 255.8 24" box $351.7277 Seaside pittosporum 10.5 257.4 24" box $351.7278 Bottlebrush 13 256.4 24" box $351.7279 Coast redwood 15 257.6 (2) 24" box or 36" box $848.4480 Bottlebrush 10.5 255.9 24" box $351.7281 Bottlebrush 9.5 256.0 24" box $351.7282 Bottlebrush 5.5 256.0 24" box $351.7283 Coast redwood 21 257.8 (2) 24" box or 36" box $848.4484 Bottlebrush 14 256.4 (2) 24" box or 36" box $848.4485 Coast redwood 23.5 257.9 (2) 24" box or 36" box $848.4486 Bottlebrush 13.5 255.7 (2) 24" box or 36" box $848.4487 Bottlebrush 6.5 254.9 24" box $351.7288 Bottlebrush 18.5 254.4 (2) 24" box or 36" box $848.4489 African fern pine 12 258.8 24" box $351.7290 African fern pine 20 258.8 (2) 24" box or 36" box $848.4491 African fern pine 20 258.6 (2) 24" box or 36" box $848.4492 Japanese maple 6 257.9 24" box $351.7293 Japanese maple 2 257.2 24" box $351.7294 Japanese maple 11 257.5 24" box $351.7295 Japanese maple (Bloodgood) 11 257.5 24" box $351.7296 Japanese maple 10 257.5 24" box $351.7297 Japanese maple 16 257.5 (2) 24" box or 36" box $848.4498 Japanese maple 8 257.5 24" box $351.7299 Japanese maple (Bloodgood) 12.5 257.3 (2) 24" box or 36" box $848.44 100 Japanese maple (CV) 11 257.3 24" box $351.72101 Japanese maple (Bloodgood) 14.5 257.2 (2) 24" box or 36" box $848.44102 Japanese maple (Sango-kaku) 11 257.5 24" box $351.72103 Japanese maple (Sango-kaku) 10 257.4 24" box $351.72104 Japanese maple (Bloodgood) 3.5 257.5 24" box $351.72105 Shrub - omitted 0 257.3 0 $0.00 106 Japanese maple (Sango-kaku) 8.5 257.7 24" box $351.72 107 Japanese maple (Sango-kaku) 3 257.3 24" box $351.72108 Japanese maple 7 257.2 24" box $351.72109 Japanese maple 8.5 257.2 24" box $351.72110 Japanese maple (Bloodgood) 5.5 257.2 24" box $351.72111 Crape myrtle 8.5 257.6 24" box $351.72112 Crape myrtle 7.5 257.6 24" box $351.72113 Water gum 4.5 257.3 24" box $351.72114 Sweet gum 13 257.4 (2) 24" box or 36" box $848.44115 Coast redwood 34.5 257.3 (2) 24" box or 36" box $848.44116 Crape myrtle 9.5 258.0 24" box $351.72117 Water gum 4.5 256.9 24" box $351.72118 Crape myrtle 8 257.2 24" box $351.72119 Crape myrtle 5 256.8 24" box $351.72120 Sweet gum 11 256.6 24" box $351.72121 Sweet gum 11 256.7 24" box $351.72122 Sweet gum 11 256.8 24" box $351.72123 Sweet gum 13 255.7 (2) 24" box or 36" box $848.44124 Sweet gum 9.5 255.8 24" box $351.72125 Sweet gum 33.5 255.7 (2) 24" box or 36" box $848.44126 Coast redwood 12 255.8 24" box $351.72127 Coast redwood 20.5 255.9 (2) 24" box or 36" box $848.44128 Coast redwood 36.5 255.8 36" box $10,300.00 129 Coast redwood 35 256.9 (2) 24" box or 36" box $848.44 130 Coast redwood 32.5 255.8 (2) 24" box or 36" box $848.44131 Coast redwood 34.5 255.6 (2) 24" box or 36" box $848.44132 Coast redwood 35 255.4 (2) 24" box or 36" box $848.44133 White birch 12 255.7 24" box $351.72134 White birch 11.5 254.8 24" box $351.72135 Crape myrtle 19 256.1 (2) 24" box or 36" box $848.44136 Crape myrtle 2 257.3 24" box $351.72137 Deodar cedar 27.5 257.8 (2) 24" box or 36" box $848.44138 Deodar cedar 22 257.8 (2) 24" box or 36" box $848.44139 Monterey pine 26.5 258.4 (2) 24" box or 36" box $848.44140 Crape myrtle 1.5 258.2 24" box $351.72141 Olive 24.5 258.6 (2) 24" box or 36" box $848.44142 Canary Island pine 17 258.7 (2) 24" box or 36" box $848.44 PROTECT - On143 Canary Island pine 19.5 259.1 (2) 24" box or 36" box $848.44 PROTECT - On144 Canary Island pine 15.5 258.8 (2) 24" box or 36" box $848.44145 Coast redwood 8 258.4 24" box $351.72146 Coast redwood 9.5 258.2 24" box $351.72147 Coast redwood 9.5 257.7 24" box $351.72148 Coast redwood 7.5 257.6 24" box $351.72149 Crape myrtle 38 257.3 36" box $11,700.00 150 Purple leaf plum 31.5 256.6 (2) 24" box or 36" box $848.44 151 Crape myrtle 8 256.6 24" box $351.72
Tree
# Species
DBH
(or multi
total)
Tree
Elevations at
Base Replacement Size
Appraisal
Value
Trees for
Preservation
on/off site
152 Crape myrtle 9 257.2 24" box $351.72
153 Crape myrtle 8 257.5 24" box $351.72154 Crape myrtle 41.5 257.2 36" box $3,300.00 155 Crape myrtle 11 257.7 24" box $351.72
156 Crape myrtle 10.5 258.1 24" box $351.72157 Crape myrtle 18 257.7 (2) 24" box or 36" box $848.44158 Brisbane box 3.5 258.6 24" box $351.72159 Crape myrtle 15 258.4 (2) 24" box or 36" box $848.44160 Crape myrtle 14 259.2 (2) 24" box or 36" box $848.44161 Crape myrtle 9 259.4 24" box $351.72162 Evergreen pear 13 258.6 (2) 24" box or 36" box $848.44163 Evergreen pear 7.5 259.3 24" box $351.72164 Evergreen pear 12.5 259.4 (2) 24" box or 36" box $848.44165 Evergreen pear 16 259.7 (2) 24" box or 36" box $848.44166 Brazilian pepper 31.5 259.4 (2) 24" box or 36" box $848.44167 Evergreen pear 17.5 259.9 (2) 24" box or 36" box $848.44168 Evergreen pear 10 260.5 24" box $351.72169 Crape myrtle 15 260.4 (2) 24" box or 36" box $848.44170 Coast redwood 26 256.5 (2) 24" box or 36" box $848.44171 Coast redwood 14 258.3 (2) 24" box or 36" box $848.44172 Coast redwood 11 258.1 24" box $351.72173 Coast redwood 11.5 257.8 24" box $351.72174 Sweet gum 7.5 259.1 24" box $351.72175 Sweet gum 8 257.7 24" box $351.72176 Coast redwood 17.5 259.1 (2) 24" box or 36" box $848.44177 Coast redwood 10.5 256.9 24" box $351.72178 Coast redwood 11.5 258.1 24" box $351.72179 Sweet gum 11 258.1 24" box $351.72180 Coast redwood 11 257.6 24" box $351.72181 Coast redwood 21.5 258.3 (2) 24" box or 36" box $848.44182 Coast redwood 21 259.0 (2) 24" box or 36" box $848.44183 Coast redwood 23 259.2 (2) 24" box or 36" box $848.44184 Coast redwood 23 259.1 (2) 24" box or 36" box $848.44185 Crape myrtle 4.5 259.4 24" box $351.72186 Crape myrtle 5.5 259.3 24" box $351.72187 Crape myrtle 6 260.3 24" box $351.72188 Crape myrtle 12 260.3 24" box $351.72189 Japanese maple (Bloodgood) 7 260.1 24" box $351.72190 Japanese maple (Bloodgood) 6 259.3 24" box $351.72191 Crape myrtle 10 259.7 24" box $351.72192 Crape myrtle 15.5 260.0 (2) 24" box or 36" box $848.44193 Crape myrtle 5.5 259.0 24" box $351.72194 Crape myrtle 6 259.3 24" box $351.72195 Water gum 3.5 258.2 24" box $351.72196 Sweet gum 15 259.3 (2) 24" box or 36" box $848.44197 Sweet gum 11.5 257.5 24" box $351.72198 Sweet gum 13 257.8 (2) 24" box or 36" box $848.44199 Water gum 3 258.0 24" box $351.72200 Coast redwood 35 258.1 (2) 24" box or 36" box $848.44201 Coast redwood 35.5 258.2 (2) 24" box or 36" box $848.44202 Water gum 4 257.2 24" box $351.72203 Sweet gum 13.5 258.2 (2) 24" box or 36" box $848.44204 Water gum 5 256.6 24" box $351.72205 Sweet gum 11.5 257.5 24" box $351.72206 Sweet gum 14 257.6 (2) 24" box or 36" box $848.44207 Japanese maple 6 259.7 24" box $351.72208 Japanese maple (Bloodgood) 11.5 259.7 24" box $351.72209 Japanese maple (Bloodgood) 8 259.7 24" box $351.72210 Japanese maple (Bloodgood) 8 259.3 24" box $351.72211 Japanese maple (Sango-kaku) 11 259.9 24" box $351.72212 Japanese maple 3.5 259.3 24" box $351.72213 Japanese maple 7 259.9 24" box $351.72214 African fern pine 23.5 260.0 (2) 24" box or 36" box $848.44215 Japanese maple (Bloodgood) 7.5 259.3 24" box $351.72216 Japanese maple 7.5 259.3 24" box $351.72217 Japanese maple (Bloodgood) 8.5 259.4 24" box $351.72218 Japanese maple (Bloodgood) - p 7.5 259.6 24" box $351.72219 Japanese maple (Bloodgood) - p 6.5 259.7 24" box $351.72220 African fern pine 16 257.6 (2) 24" box or 36" box $848.44221 Coast redwood 26.5 261.2 (2) 24" box or 36" box $848.44222 Coast redwood 19 259.6 (2) 24" box or 36" box $848.44223 Coast redwood 27.5 260.6 (2) 24" box or 36" box $848.44224 Japanese maple (Bloodgood) 2 262.4 24" box $351.72225 Japanese maple (Bloodgood) 2 262.4 24" box $351.72226 Japanese maple (Bloodgood) 2 262.4 24" box $351.72227 Sweet gum 10.5 262.0 24" box $351.72228 Sweet gum 17 261.6 (2) 24" box or 36" box $848.44 229 Sweet gum 16 261.4 (2) 24" box or 36" box $848.44
230 Coast redwood 38 261.2 36" box $11,700.00
231 Crape myrtle 26 261.3 (2) 24" box or 36" box $848.44 232 Crape myrtle 25 263.1 (2) 24" box or 36" box $848.44233 Callery pear 12.5 261.9 (2) 24" box or 36" box $848.44 PROTECT - On234 Crape myrtle 30 261.5 (2) 24" box or 36" box $848.44235 Coast redwood 34.5 263.6 (2) 24" box or 36" box $848.44236 Coast redwood 25 260.2 (2) 24" box or 36" box $848.44237 Coast redwood 21.5 261.4 (2) 24" box or 36" box $848.44238 Coast redwood 27.5 262.3 (2) 24" box or 36" box $848.44239 Coast redwood 26.5 262.4 (2) 24" box or 36" box $848.44240 Coast redwood 27 262.4 (2) 24" box or 36" box $848.44241 Coast redwood 3.5 262.5 24" box $351.72242 Coast redwood 27.5 262.5 (2) 24" box or 36" box $848.44243 Coast redwood 21 262.5 (2) 24" box or 36" box $848.44244 Coast redwood 28 262.5 (2) 24" box or 36" box $848.44245 Cheesewood 28 259.7 (2) 24" box or 36" box $848.44246 Cheesewood 7.5 255.3 24" box $351.72247 Cheesewood 4.5 255.6 24" box $351.72248 Cheesewood 9 256.1 24" box $351.72249 Brazilian pepper 17.5 260.9 (2) 24" box or 36" box $848.44250 Canary Island pine 12.5 263.3 (2) 24" box or 36" box $848.44 PROTECT - OFF251 Canary Island pine 12 263.2 24" box $351.72 PROTECT - OFF252 Canary Island pine 15 263.2 (2) 24" box or 36" box $848.44 PROTECT - OFF253 Canary Island pine 12 263.1 24" box $351.72 PROTECT - OFF254 Canary Island pine 14.5 263.1 (2) 24" box or 36" box $848.44 PROTECT - OFF255 Canary Island pine 17.5 263.0 (2) 24" box or 36" box $848.44 PROTECT - OFF256 Canary Island pine 13.5 263.0 (2) 24" box or 36" box $848.44 PROTECT - OFF257 Canary Island pine 14 263.0 (2) 24" box or 36" box $848.44 PROTECT - OFF258 Canary Island pine 14.5 263.0 (2) 24" box or 36" box $848.44 PROTECT - OFF259 Brazilian pepper 25 260.7 (2) 24" box or 36" box $848.44260 Coast live oak 16 262.3 (2) 24" box or 36" box $848.44 PROTECT - OFF261 Brazilian pepper 17 260.3 (2) 24" box or 36" box $848.44262 Brazilian pepper 55.5 259.8 0 $1,780.00263 Bottlebrush 11 259.8 24" box $351.72264 Coast live oak 14 260.3 (2) 24" box or 36" box $848.44 PROTECT - OFF265 Brazilian pepper 71.5 259.3 0 $2,460.00266 Brazilian pepper 31 259.2 (2) 24" box or 36" box $848.44 PROTECT - OFF267 Brazilian pepper 81.5 258.6 0 $5,900.00268 Purple leaf plum 20 260.4 (2) 24" box or 36" box $848.44269 Purple leaf plum 5 260.6 24" box $351.72270 Purple leaf plum 16 260.6 (2) 24" box or 36" box $848.44

TREE MITIGATION CHART
# Value
12 81
249 204,505 $ 151
143 50,296 $
8 6,788 $
$ 147,422
NOTE:24" box replacement cost: 225 $ 24" box installation cost: 126.72 $ TOTAL: 351.72 $ 36" box replacement cost 595 $ 36" box installation cost 253.44 $ TOTAL 848.44 $ 36" box at $848.44 Unmitigated Balance# of Trees to Protect Off-Site# of Trees to Protect On-SiteTOTAL TREES REMOVEDTOTAL NEW TREES 24" box at $351.72
#105 omitted
L5.2
Tree
# Species
DBH
(or multi
total)
Tree
Elevations at
Base Replacement Size
Appraisal
Value
Trees for
Preservation
on/off site
Tree
# Species
DBH
(or multi
total)
Tree
Elevations at
Base Replacement Size
Appraisal
Value
Trees for
Preservation
on/off site

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
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Quercus virginiana ‘Cathedral’Cathedral Live Oak36” box, (8) Lagerstroemia i. x f.Crape Myrtle24” box, (29)
Ginkgo biloba ‘Princeton Sentry’ Ginkgo Princeton Sentry24” box, (10)Acer rubrum ‘Armstrong‘Armstrong Maple24” box, (20) Cercis canadensisEastern Red Bud24” box, (38)
Tristania confertaBrisbane Box24” box, (12)
Ulmus x ‘Frontier’Frontier Hybrid Elm24” box, (27)
Pyrus calleryana (to match existing)Callery Pear (Street Tree)24” box, (4) SCALE: 1” = 20’-0” L-15 0 10’ 20’ 40’ TREE PLAN L5.3
Existing Canary Island Pine Trees (2) to Remain

MATCHLINE - SEE NEXT SHEET

F STREET

G STREET

H STREET J STREET

I STREET

B STREET

ALVES DRIVE

A STREET
4 4

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
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XXX
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XXX
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XXX
XXX
XXX
Quercus virginiana ‘Cathedral’Cathedral Live Oak36” box, (8) SCALE: 1” = 20’-0” L-16 0 10’ 20’ 40’ TREE PLAN L5.4

XX MATCHLINE - SEE PREVIOUS SHEET X
Existing Callery Pear Trees (6) to Remain
Lagerstroemia i. x f.Crape Myrtle24” box, (29)
Ginkgo biloba ‘Princeton Sentry’ Ginkgo Princeton Sentry24” box, (10)Acer rubrum ‘Armstrong‘Armstrong Maple24” box, (20) Cercis canadensisEastern Red Bud24” box, (38)
Tristania confertaBrisbane Box24” box, (12)
Ulmus x ‘Frontier’Frontier Hybrid Elm24” box, (27)
Pyrus calleryana (to match existing)Callery Pear (Street Tree)24” box, (4)

STEVENS CREEK BLVD

K STREET

D STREET

C STREET

L STREET

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

MATCHLINE - SEE NEXT SHEET

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

MATCHLINE - SEE PREVIOUS SHEET

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

STEVENS CREEK BLVD

ENLARGEMENT AND SECTION
0 1/2” 1” 2” L6.0
0 4’ 8’ 16’
3/16” = 1’-0”
0 10’ 20’
0 1/2” 1” 2”

KEY MAP
6 5
4 3 2 1
11 11
10’W Planted Parkway Strip 6’W Sidewalk10’ - 8’2”W Planted Parkway Strip4’W SidewalkExisting TreeNew TreeAccent Concrete Paving at EntriesConcrete Pavers to match Cupertino Heart of the City Specific Plan standardsStamped Asphalt Crosswalk26’ Landscape EasementLadder PadScreening Shrubs at TransformersTransformers6’H Wood Good Neighbor Fence8’H Masonry Wall 1267345
1 6
6 4

PLANSECTION A
Connection to Existing Walk
Connection to Existing Walk
5 2
3 8
7 8
9 9
10 10
A
A
11 12
12 12
13 13

STEVENS CREEK BLVD

K STREET L STREET

E STREET
4 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: L-20

ALVES DRIVE
ENLARGEMENT AND SECTION L6.1
0 4’ 8’ 16’
3/16” = 1’-0”
3/32” = 1’-0”
0 1/2” 1” 2”0 10’ 20’
0 1/2” 1” 2”

KEY MAP
1 ALVES DRIVE
SidewalkResident WalkwaysStreet TreeExisting Trees to RemainStamped Asphalt CrosswalkLadder Pad6’H Wood Good Neighbor Fence 123
1 2
Connection to Existing Walk

PLANSECTION B
3 4 3
4 5
5 B B
6 6
6 F STREET

A STREET
4 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:

KEY MAP
L-21 COMMON OPEN SPACE 3/32” = 1’-0” ENLARGEMENT L6.2 0 1/2” 1” 2” 0 10’ 20’ 0 1/2” 1” 2” Central Gathering Area with Shade and Concrete PaversMounded Lawn LawnPicnic Area with Low WallSeating Area with Concrete Stones, Accent Paving, and Trees in GratesBar Height Work Station 126
78 345
6 7
3 4
8 1 5
9 10
9 11
10 10
Seating with ShadeShade TreesSmall Screen TreesSidewalkPublic Art Stamped Asphalt CrosswalkLadder Pad8’ Masonry Wall 11 2
12 12
4 13
13 13

B STREET

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

KEY MAP
L-22

TOWNHOME PASEO

ENLARGEMENT
0 5’ 10’ 20’ L6.3
MailboxesLadder Pad36”Ht Landscape Wall6’H Wood Good Neighbor Fence8’H Masonry Wall 12345
1 2 3
4 67
5 6
7 1
8 8
5 Small Gathering Area with Seat WallAccent Concrete PavingBenchSidewalkConcrete Seat StonesSmall Accent TreesShade TreeStamped Asphalt Crosswalk 9 10
9 10 10
6 2

E STREET

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

KEY MAP
L-23

SINGLE FAMILY HOMES PASEO

ENLARGEMENT
0 5’ 10’ 20’ L6.4
Small Gathering Area Accent Concrete Paving at EntriesSidewalkSmall Accent TreesShade TreeBenchStamped Asphalt CrosswalkLadder Pad6’H Wood Good Neighbor Fence8’H Masonry Wall 12345
1 2
3 4
5 6
6 7
7 8
8 8

A STREET

B STREETH STREET

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 L-24

MATERIALS AND
SITE FURNITURE L7.0

PAVING MATERIALSSITE ACCESSORIES

SEATING
8’ Masonry Wall 6’H Wood Good Neighbor FenceFENCE AND WALL MATERIALS Stamped Asphalt Crosswalk Pedestrian Concrete Paving Accent Paving Concrete Pavers

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 L-25
PLANT PALETTE L8.0

SHRUBSTREES
Achillea millefolium Callistemon viminalis ‘Little John’Carex divulsa Alyogyne heugelii
Chondropetalum tectorum
Agave ‘Mateo’
Cistus
Baccharis pilularis ‘Pigeon Point’
Carpenteria californica Coprosma kirkii ‘Variegata’Bush Anemone Common Yarrow Little John Weeping BottlebrushEuropean Grey Sedge Carex tumulicolaFoothill Sedge
Blue Hibiscus
Small Cape Rush
Matthew’s Agave
Rockrose
Pigeon Point Coyote Bush
Creeping Mirror Plant
Arctostaphylos manzanita ‘Dr. Hurd’Dr. Hurd Manzanita
Arbutus unedoStrawberry Tree Shrub
Quercus virginiana ‘SDLN’Cathedral Live Oak
Gingko biloba ‘Princeton Sentry’Princeton Sentry Gingko Cercis candensis Eastern Redbud
Acer rubrum ‘Armstrong‘Armstrong Maple
Lagerstroemia indica x fauriei Crape Myrtle
Ulmus x ‘New Frontier’Frontier Hybrid Elm
Pyrus calleryanaCallery Pear (to match existing)STREET TREES Tristania confertaBrisbane Box
Cotinus coggygria ‘Royal Purple’Royal Purple Smoke Tree 4 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 L-26
PLANT PALETTE L8.1
SHRUBS
Encelia californica
Juncus patens Mimulus aurantiacusMuhlenbergia capillaris ‘Regal Mist’ Dietes
Muhlenbergia dubia
Lavandula angustifolia Lomandra longifolia ‘Breeze’
Myrtus communis
Lantana montevidensis
Myrtus communis ‘Compacta’
Leucospermum x ‘Sunrise’Nandina domestica
Euonymus japonicus ‘Green Spire’
Nepeta x ‘Walker’s Low’
Iris douglasiana
California Encelia Douglas Iris
California Gray Rush Stickey MonkeyflowerRegal Mist Pink Muhly Grass Fornight Lily
Pine Muhly
English Lavender Breeze Dwarf Mat Rush
Common Myrtle
Purple Trailing Lantana
Dwarf Common Myrtle
Sunrise Salmon PincushionHeavenly Bamboo
Japanese Euonymus
Walker’s Low Catmint
Lavatera maritimaTree Mallow
Epilobium canum California Fuchsia
Festuca maireiAtlas Fescue
Hesperaloe parviflora ‘Perpa’Brakelights Red Yucca
Perovskia atriplicifoliaRussian Sage

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 ®
1" = 20'-0"
0 10 20 40
SCALE:

PLANT PALETTE
AND LIST L8.2

PLANT LIST
Salvia x ‘Bee’s Bliss’
Rhaphiolepis umbellata ‘Minor’
Delta Bluegrass Co. 90/10 Tall Fescue
Santolina chamaecyparissus ‘Nana’
Pittosporum tenuifolium
Teucrium fruticans ‘Azureum’ Westringia fruticosa
Bees Bliss Sage
Dwarf Yedda Hawthorn
90/10 Tall Fescue Sod
Lavender Cotton
Yellow Wave New Zealand Flax
Azure Bush Germander Coast Rosemary
RosmarinusRosemary

LAWN / SOD
Percentage of SHRUBS designated L or VL by WUCOLS in Cupertino: 100%Percentage of TREES designated L or VL by WUCOLS in Cupertino: 38%TURF only provided in Common Open Space. No turf specified elsewhere on site Typical Screening for Above Grade Utilities (AC, Electric, Transformers, etc.)Scale: 1/4" = 1'-0" Plan Elevation

SCREENING SHRUBS
Phormium x ‘Yellow Wave’
Tawhiwhi
4 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

HYDROZONE CALCULATIONS
SCALE: 1” = 20’-0”

HYDROZONE AND COMMON

SPACE PLANS & CALCULATIONS
0 10’ 20’ 40’ L9.0

MATCHLINE - SEE NEXT SHEET

F STREET

G STREET

H STREET J STREET

I STREET

B STREET

ALVES DRIVE

A STREET

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

HYDROZONE AND COMMON

SPACE PLANS & CALCULATIONS
0 10’ 20’ 40’ L9.1
COMMON OPEN SPACE TOTAL 10,257 SFLANDSCAPE AREA: 7,353 SF = 72%HARDSCAPE AREA: 2,904 SF = 28% NET LOT AREA: 6.84 AC – 297,950 SFNET LOT AREA DEVOTED TO LANDSCAPING: 1.51 AC – 65,825 SF – 22%

MATCHLINE - SEE PREVIOUS SHEET

HYDROZONE CALCULATIONS

COMMON SPACE CALCULATIONS

NET LANDSCAPE AREA CALCULATION

STEVENS CREEK BLVD

K STREET

D STREET

C STREET

L STREET

E 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
E
E
E
E

OHW OHW OHW OHW OHW OHW OHW OHW
X

X X X X
X

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X

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X

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X
X

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X

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X

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X
®
1" = 20'-0"
0 10 20 40
0" 1
2" 1" 2"
SCALE:

SCALE: 1” = 20’-0”

CONCEPTUAL

PLANTING PLAN
0 10’ 20’ 40’
L10.0

F STREET

G STREET

H STREET J STREET

I STREET

B STREET

ALVES DRIVE

A STREET

MATCHLINE - SEE NEXT SHEET

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

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E
E
E
E
E
E
E
E
E
E
T
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T

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X

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X

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••
1" = 20'-0"
0 10 20 40
0" 1
2" 1" 2"
SCALE:

SCALE: 1” = 20’-0”

CONCEPTUAL

PLANTING PLAN
0 10’ 20’ 40’
L10.1

MATCHLINE - SEE PREVIOUS SHEET

STEVENS CREEK BLVD

K STREET

D STREET

C STREET

L STREET

E STREET
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 1 JANUARY 22, 2025 SECOND SUBMITTAL SL-1 ELECTROLIER TITLE SHEET EXISTING OFFSITE BLACK 240V
120V WIRING DIAGRAMS120V RED WHITE STREET LIGHTING SYSTEM SPLICE BOX: BASES: WORK RESPONSIBILITY SUPPLY & INSTALL SUPPLY & INSTALL LUMINAIRES: CONDUIT SUPPLY & INSTALL SUPPLY & INSTALL SUPPLY & INSTALL WIRE: PG&E ELECTRIC CONTRACTOR PG&E RATE SCHEDULE:____________ INSTALL IN JOINT TRENCH___________ INSTALL IN SEPARATE TRENCH________ SL 12" 18" Minimum Cover 6" STREET LIGHT ONLY TRENCH JOINT TRENCH C/L R/W X F/C STREET LIGHT POLE #6CU BARE CONNECT TO GROUND STUD 3-1/2 SPL. BOX STREET LIGHT BASE #8BARE CU GRND. WIRE GROUNDING DETAIL TYPICAL GRS CONDUIT WRAPPED IN 10MIL TAPE UNMETERED PEDESTAL THESE PLANS WERE PREPARED IN CONJUNCTION WITH THE FOLLOWING PLANS: RECEIVED STREET LIGHT LOCATIONS BY: SERVICE POINTS LANDSCAPE ARCHITECTURAL PLANS CIVIL IMPROVEMENT PLANS/GRADING PLANS. DATE APPROVED DATE PRELIM. PRELIM. PRELIM. PRELIM. PRELIM. PRELIM. 08-27-2024 08-08-2024 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 1 JANUARY 22, 2025 SECOND SUBMITTAL SL-2 ELECTROLIER OVERALL EXISTING OFFSITE

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GAS GAS OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 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

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO T T T T T T T 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 1 JANUARY 22, 2025 SECOND SUBMITTAL SL-3 ELECTROLIER PLAN EXISTING OFFSITE

GAS GAS GAS
GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E E E E E E EOHW OHW OHW OHW OHW FO FO FO FO 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 1 JANUARY 22, 2025 SECOND SUBMITTAL SL-4 ELECTROLIER PLAN EXISTING OFFSITE

Cupertino City CouncilApril 7, 2026

Cupertino City Council
April 7, 2026