PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
3/27/2026 9:18:35 AM
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt ENTITLEMENT SET - SUBMITTAL 4
COVER
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
G0.00
03/23/2026
THOUSAND OAKS DOWNTOWN PROJECT
ENTITLEMENT PACKAGE
March 23rd, 2026
ATTACHMENT #9
B2 - BANDSHELL
C1 - CAP
E1 - HOTEL
B1 - RESTAURANT E2 - MIXED USE
E3 - MIXED USE
SEE "A.E3" SHEETS
SUBTERRANEAN PARKING
BUILDING INFORMATION:
OCCUPANCY GROUP: S-2
CONSTRUCTION TYPE: IA
SPRINKLERED: YES - NFPA 13 (903.3.1.1)
ALLOWABLE AREA: UNLIMITED PER CBC TABLE 506.2
BUILDING AREAS:
TOTAL GROSS FLOOR AREA: 48,678 SF
TOTAL NET FLOOR AREA: 47,155 SF
BUILDING E3 - ABOVE GRADE
BUILDING INFORMATION:
NUMBER OF STORIES: 4
OCCUPANCY GROUP: B / R-2 / S-2
CONSTRUCTION TYPE: *IIIB OVER IA
SPRINKLERED: YES - NFPA 13 (903.3.1.1)
MAX HEIGHT ALLOWED: 75 FT (WITHOUT AREA INCREASE)
(PER 2022 CBC TABLE 504.3)
MAX HEIGHT PROPOSED: +/- 62 FT
ALLOWABLE AREA: 28,000 PER FLOOR
(WITH .75 FRONTAGE INCREASE FACTOR)
BUILDING AREAS:
TOTAL GROSS FLOOR AREA: **108,386 SF
TOTAL NET FLOOR AREA: **97,158 SF
*NOTE: TYPE VA IS MINIMUM CONSTRUCTION TYPE REQUIRED BASED ON CBC CHAPTER 5. PROJECT PROPOSES AN UPGRADE TO TYPE IIIB AS A FIRE
MITIGATION STRATEGY TO ALLOW FOR LARGER PLANTERS ON ROOF DECK
AND ALLOW FOR TREE CANOPIES WITHIN FIVE FEET OF BUILDING PERIMETER **NOTE: ABOVE GRADE PORTIONS OF BUILDING ARE SEPARATED INTO TWO BUILDINGS - PARTS E.1/E.2 AND PART E.3. SEPARATED BUILDINGS MEET ALLOWBALE AREA REQUIREMENTS. SEE A.E3 SHEETS FOR DETAILED AREA BREAKDOWN.
B[57,000 X (19,000 X .75)] = 71,250 SF MAX PER FLOOR
R2[16,000 X (16,000 X .75)] = 28,000 SF MAX PER FLOOR
BUILDING E.1/E.2
TOTAL ALLOWABLE BUILDING AREA (B) = 15405 / 71250 < 3
TOTAL ALLOWABLE BUILDING AREA (R-2) = 53216 / 28,000 < 2 BUILDING E.3
TOTAL ALLOWABLE BUILDING AREA (B) = 10590 / 71250 < 3
TOTAL ALLOWABLE BUILDING AREA (R-2) = 29175 / 28,000 < 2 SEE "A.E1" SHEETS
BUILDING INFORMATION:
NUMBER OF STORIES: 7
OCCUPANCY GROUP: R-1 / A-2 / A-3 / B
CONSTRUCTION TYPE: I-B
SPRINKLERED: YES - NFPA 13 (903.3.1.1)
MAX HEIGHT ALLOWED: 180 FT (WITHOUT AREA INCREASE)
(PER 2022 CBC TABLE 504.3)
MAX HEIGHT PROPOSED: 77 FT
ALLOWABLE BLDG AREA: UNLIMITED PER CBC TABLE 506.2
BUILDING AREAS:
PROGRAM USE GSF NSF
ROOMS 71,847 49,628
LOBBY 5,891 3,258
RESTAURANT 9,374 8,933
AMENITIES (INCLUDING POOL) 17,620 15,267
MEETING ROOMS 4,855 4,462
ADMIN, SUPPORT & BOH 13,286 10,683
TOTAL GROSS FLOOR AREA: 122,873 SF
TOTAL NET FLOOR AREA: 92,231 SF
SEE "A.C1" SHEETS
BUILDING INFORMATION:
NUMBER OF STORIES: 5
OCCUPANCY GROUP: A-3 / B
CONSTRUCTION TYPE: IB
SPRINKLERED: YES - NFPA 13 (903.3.1.1)
MAX HEIGHT ALLOWED: 180 FT (WITHOUT AREA INCREASE)
(PER 2022 CBC TABLE 504.3)
MAX HEIGHT PROPOSED: 69'-7" - NEW CONSTRUCTION
(120'-3" EXISTING CONSTRUCTION)
ALLOWABLE BLDG AREA: UNLIMITED PER CBC TABLE 506.2
BUILDING AREAS:
PROGRAM USE GSF NSF
CITY HALL 74,320 64,630
HUB 101 5,210 5,040
LIBRARY OUTPOST 2,680 2,620
POLICE DEPOT (OFFICE) 360 340
RETAIL 2,410 2,370
ARTS INCUBATOR (OFFICE) 4,800 3,690
PUBLIC MARKET 13,500 13,010
LOBBY, CIRCULATION, & UTILITY 6,790 4,570
PERFORMANCE VENUE 4,260 3,970
TOTAL GROSS FLOOR AREA: 114,330 SF
TOTAL NET FLOOR AREA: 100,240 SF
SEE "A.B1" SHEETS
BUILDING INFORMATION:
NUMBER OF STORIES: 2
OCCUPANCY GROUP: A-2
CONSTRUCTION TYPE: II B
SPRINKLERED: YES - NFPA 13 (903.3.1.1)
MAX HEIGHT ALLOWED: 55 FT (WITH AREA INCREASE)
(PER 2022 CBC TABLE 504.3)
MAX HEIGHT PROPOSED: +/- 34 FT
ALLOWABLE BLDG AREA: 28,500SF
BUILDING AREAS:
TOTAL GROSS FLOOR AREA: 6,725 SF
TOTAL NET FLOOR AREA: 6,621 SF
SEE "A.B2" SHEETS
BUILDING INFORMATION:
NUMBER OF STORIES: 1
OCCUPANCY GROUP: A-1
CONSTRUCTION TYPE: II B
SPRINKLERED: YES - NFPA 13 (903.3.1.1)
MAX HEIGHT ALLOWED: 55 FT (WITH AREA INCREASE)
(PER 2022 CBC TABLE 504.3)
MAX HEIGHT PROPOSED: +/- 22 FT
ALLOWABLE BLDG AREA: 25,500SF
BUILDING AREAS:
TOTAL GROSS FLOOR AREA: 1,415 SF
TOTAL NET FLOOR AREA: 1,411 SF
SEE "A.E2" SHEETS
BUILDING INFORMATION:
NUMBER OF STORIES: 7
OCCUPANCY GROUP: B / R-2 / S-2
CONSTRUCTION TYPE: IB OVER IA
SPRINKLERED: YES - NFPA 13 (903.3.1.1)
MAX HEIGHT ALLOWED: 160FT (W/AREA INCREASE)
(PER 2022 CBC TABLE 504.3)
MAX HEIGHT PROPOSED: +/- 92'-5"
ALLOWABLE BLDG AREA: UNLIMITED PER CBC TABLE 506.2
BUILDING AREAS:
TOTAL GROSS FLOOR AREA: 257,034 SF
TOTAL NET FLOOR AREA: 241,557 SF
(BLDG B2 FOR REFERENCE ONLY. TO
BE PERMITTED UNDER SEPARATE
ENTITLEMENT APPLICATION)
(BLDG C1 FOR REFERENCE ONLY. TO
BE PERMITTED UNDER SEPARATE
ENTITLEMENT APPLICATION)
TOTAL NUMBER OF RESIDENTIAL UNITS: 240
STUDIOS: 150
E2: 115
E3: 35
1-BED'S: 52
E2: 27
E3: 25
2-BED'S: 38
E2: 19
E3: 19
BICYCLE PARKING REQUIRED AND PROVIDED:
PER 2022 CAL GREEN 5.106.4
SHORT TERM BIKE PARKING:
5% OF PROVIDED VISITOR VEHICULAR PARKING =
5% X 698 = 35 BIKE PARKING SPACES REQUIRED
60 BIKE PARKING SPACES PROPOSED AND PROVIDED (12 OF WHICH
ARE EQUIPPED WITH EV CHARGING)
NOTE: SHORT TERM BIKE PARKING LOCATED IN PUBLICLY ACCESSIBLE AREAS ON THE SITE. SEE A.S.03
LONG TERM BIKE PARKING:
5% OF PROVIDED EMPLOYEE VEHICULAR PARKING =
5% X 167 = 9 BIKE PARKING SPACES REQUIRED AND PROVIDED
NOTE: LONG TERM BIKE PARKING LOCATED AT GROUND FLOOR OF PARKING STRUCTURE WITHIN BLDG E2
RESIDENTIAL PARKING:
PROPOSED SP - STANDARD OF 0.5 SPACES / UNIT (240 * 0.5 = 120 SPACES) BUILDING E2: 85 SPACES REQUIRED / 86 SPACES PROVIDED
BUILDING E3: 40 SPACES REQUIRED / 80 SPACES PROVIDED
NOTE: SEE BUILDING PLANS FOR RESIDENTIAL BIKE PARKING PROPOSED PARKING SUMMARY:
PARKING LOCATION* NUMBER OF SPACES
• CAP PARKING STRUCTURE (BLDG C2) 714**
• HOTEL VALET (ADDITIONAL SPACES ON 40
TOP LEVEL OF EXISTING PARKING GARAGE)
• PODIUM PARKING STRUCTURE (BLDG E2) 212
• SUBTERRANEAN PARKING STRUCTURE (BLDG E3) 77
• SURFACE SPACES (ONSITE STREETS) 22
• ANGLED SURFACE SPACES 30
• OFF-SITE PARKING LOTS (110 S. CONEJO SCHOOL 300
ROAD, 265 S. RANCH RD)
TOTAL: 1,395
PARKING BREAKDOWN BY AREA:
BUILDING C2 (EXISTING PARKING GARAGE) TOTAL NUMBER OF STALLS: 754 • 612 UNDESIGNATED STALLS FOR SHARED CUSTOMER/VISITOR/EMPLOYEE USE (EXCLUDES 46 SPACES CURRENTLY RESERVED FOR CITY FLEET VEHICLES) • 142 HOTEL VALET STALLS (112 EXISTING STALLS @ TOP LEVEL +40 ADDITIONAL SPACE CAPACITY WITH VALET.
BUILDING E2 (PODIUM PARKING GARAGE) TOTAL NUMBER OF STALLS: 212 • 30 UNDESIGNATED STALLS FOR SHARED CUSTOMERS/VISITORS/EMPLOYEE USE • 182 STALLS FOR RESERVED RESIDENTIAL USE
BUILDING E3 (SUBTERRANEAN PARKING GARAGE) TOTAL NUMBER OF STALLS: 77 • 77 STALLS FOR RESERVED RESIDENTIAL USE
STREET PARKING TOTAL NUMBER OF STALLS: 52
52 UNDESIGNATED STALLS FOR SHARED CUSTOMER/VISITOR/EMPLOYEE USE • 22 SURFACE ON-SITE STALLS
• 30 ON-STREET STALLS WITHIN THOUSAND OAKS BOULEVARD ROW OFF-SITE PARKING TOTAL NUMBER OF STALLS: 300
• 27 STALLS - 110 S CONEJO SCHOOL RD
• 273 STALLS – LOTS A & B 265 S RANCHO RD
TOTAL: 1,395 STALLS
REQUIRED PARKING (PER CAPSP):
NOTE: ADA AND EV STALLS TO BE PROVIDED IN COMPLIANCE WITH CALIFORNIA BUILDING CODE AT TIME OF SUBMITTAL TO BUILDING AND SAFETY. PARKING TO BE CONTROLLED VIA MANAGEMENT PLAN DESCRIBED IN SP 11
EV PARKING AND ACCESSIBLE PARKING BREAKDOWN:
(NOTE: BELOW CALCULATIONS ASSUME 2025 CBC AND 2025
CALGREEN VALUES. QUANTITIES SUBJECT TO CHANGE
PENDING REVIEW BY BUILDING AND SAFETY)
BREAKDOWN BY AREA:
BUILDING C2 (EXISTING PARKING GARAGE): 800 SPACES
• *UNDESIGNATED STALLS FOR SHARED
CUSTOMER/VISITOR/EMPLOYEE USE
1. REQUIRED ADA: 13 SPACES, 3 OF WHICH ARE VAN
2. REQUIRED EV: EV CHARGERS WILL BE INSTALLED TO
THE EXTENT FEASIBLE PER CAL GREEN, PENDING
ELECTRIC SERVICING FEASIBILITY AND CONSTRUCTION
COST ANALYSIS TO BE COMPLETED AT THE TIME THE
EV UPGRADE REQUIREMENTS ARE TRIGGERED.
• HOTEL VALET @ TOP LEVEL
1. REQUIRED ADA: N/A
2. REQUIRED EV: N/A
BUILDING E2 (PODIUM PARKING GARAGE):
• UNDESIGNATED STALLS FOR SHARED
CUSTOMERS/VISITORS/EMPLOYEE USE
1. REQUIRED ADA: 1 VAN
2. REQUIRED EV: 6 EV CHARGING STATIONS & 2 EV
CAPABLE
A. REQUIRED EV ADA: 1 VAN
• STALLS FOR RESERVED RESIDENTIAL USE
1. REQUIRED ADA: 4 SPACES, 1 OF WHICH IS VAN
2. REQUIRED EV: 6 EV CHARGING STATIONS & 161 EV
RECEPTACLES
A. REQUIRED EV ADA: 1 VAN
BUILDING E3 (SUBTERRANEAN PARKING GARAGE):
• STALLS RESERVED FOR RESIDENTIAL USE
1. REQUIRED ADA: 2 SPACES, 1 OF WHICH IS VAN
2. REQUIRED EV: 77 EV RECEPTACLES
A. REQUIRED EV ADA: NONE
STREET PARKING TOTAL NUMBER OF STALLS:
• UNDESIGNATED STALLS FOR SHARED
CUSTOMER/VISITOR/EMPLOYEE USE
1. REQUIRED ADA: 2 SPACES, 1 OF WHICH IS VAN
2. REQUIRED EV: 8 EV CHARGING STATIONS & 5 EV
CAPABLE
A. REQUIRED EV ADA: 1 VAN
* EXCLUDES RESTRICTED ACCESS PARKING/ LOADING SPACES AT SCHERR
FORUM/HOTEL SERVICE COURT AND KAVALI LOADING DOCK
** EXCLUDES 46 SPACES CURRENTLY RESERVED FOR CITY FLEET VEHICLES
BUILDING/ USE UNIT RATIO COUNT
PER SP-11 SEC. 2.E.V.C.v, REQUIRED RESIDENTIAL PARKING IS INCLUSIVE OF ACCESSIBILE PARKING, MUST BE UNBUNDLED FROM UNITS IN COMPLIANCE WITH AB1317, AND IS NOT REQUIRED TO BE LOCATED WITHIN THE SAME STRUCTURE AS WHICH IT SERVES.
TOTAL NUMBER OF HOTEL ROOMS: 142
SINGLE ROOMS: 91
DOUBLE ROOMS: 45
SUITES: 6
CARPENTER PARK: 87,000 SF
AMPHITHEATRE: 45,250 SF
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 3/27/2026 9:18:36 AM
ENTITLEMENT SET - SUBMITTAL 4
THOUSAND OAKS DOWNTOWN PROJECT
GENERAL PROJECT INFORMATION/DATA
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
G0.20
03/23/2026
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
PROJECT DIRECTORY PROJECT INFORMATION VICINITY MAP
DESCRIPTION:
THE THOUSAND OAKS DOWNTOWN PROJECT IS A TRANSFORMATIVE
INITIATIVE DESIGNED TO REVITALIZE THE EXISTING 17.68-ACRE CIVIC ARTS
PLAZA INTO A VIBRANT, INCLUSIVE, AND PEDESTRIAN ORIENTED CIVIC AND CULTURAL HUB FOR THE CITY OF THOUSAND OAKS. THE PROJECT WILL CREATE AN APPROXIMATELY 2-ACRE PUBLIC PLAZA (CARPENTER PARK), A 142 ROOM HOTEL, TWO MIXED-USE STRUCTURES TOTALING 240
RESIDENTIAL APARTMENTS ABOVE GROUND FLOOR RETAIL AND
RESTUARANT SPACE, AND ASSOCIATED SITE IMPROVEMENTS INCLUDING
UTILITY AND INFRASTRUCTURE UPGRADES, PODIUM AND SUBTERRANEAN
PARKING BENEATH MIXED-USE STRUCTURES, NEW ONSITE ROADS AND SURFACE PARKING, AND LANDSCAPE AND STREETSCAPE IMPROVEMENTS.
UNDER A SEPARATE (FUTURE) APPLICATION, THE EXISTING CIVIC ARTS
PLAZA WILL BE PARTIALLY DEMOLISHED STRUCTURE TO CREATE A PUBLIC
MARKET, ARTS INCUBATOR SPACE, A MULTI-PURPOSE PERFORMANCE
VENUE, CREATIVE CO-WORKING SPACE, AND ASSOCIATED GROUND FLOOR USES. IN ADDITION, THE CIVIC ARTS PLAZA WILL FEATURE A NEW CITY HALL
ADMINISTRATIVE OFFICE BUILDING ABOVE AND IMPROVEMENTS TO THE KAVALI TERRACE. THE PROJECT WILL BE CONSTRUCTED IN FIVE PHASES.
SITE INFORMATION:
ASSESSOR'S PARCEL NUMBERS (APNs) LIST:
STREET ADDRESS:
ZONING:
PROJECT AREA:
EXISTING LAND USE:
PROPOSED LAND USE:
A TOTAL OF 16 COMPLETE PARCELS:
TWO PARTIAL PARCELS:
THREE PUBLIC RIGHT-OF-WAY SEGMENTS:
2100 E THOUSAND OAKS BLVD.
670-0-182-060; 670-0-182-190; 670-0-182-210; 670-0-182-220; 670-0-182-230; 670-0-181-090; 670-0-181-110; 670-0-181-140; 670-0-181-235; 670-0-181-250; 670-0-181-260; 670-0-181-270; 670-0-181-340; 670-0-181-350; 670-0-181-360; 671-0-240-450; and
SPECIFIC PLAN NO. 11
INSTITUTIONAL
17.68 ACRES
INSTITUTIONAL, MIXED-USE
671-0-240-460 and 670-0-182-050; and
THOUSAND OAKS BOULEVARD (SOUTH SIDE FRONTAGE
IMPROVEMENTS), DALLAS DRIVE, AND OAKWOOD DRIVE
ADDRESS:
CONTACT:
EMAIL:
CITY OF THOUSAND OAKS
2100 E THOUSAND OAKS BLVD
THOUSAND OAKS CA, 91362
APPLICANT
AKBAR ALIKHAN
[email protected]
ADDRESS:
CONTACT:
EMAIL:
RRM DESIGN GROUP
3765 S. HIGUERA ST. SUITE 102
SAN LUIS OBISPO, CA 93401
ARCHITECT
NICK DEITCH
[email protected]
ADDRESS:
CONTACT:
EMAIL:
KPFF
700 SOUTH FLOWER STREET
SUITE 2100, LOS ANGELES, CA 90017
CIVIL
ENGINEER
KEVIN YU
[email protected]
ADDRESS:
CONTACT:
EMAIL:
RRM DESIGN GROUP
3765 S. HIGUERA ST., STE. 102
SAN LUIS OBISPO, CA 93401
LANDSCAPE
ARCHITECT
MARISA PELTIER
[email protected]
ADDRESS:
CONTACT:
EMAIL:
KPFF
700 SOUTH FLOWER STREET
SUITE 2100, LOS ANGELES, CA 90017
STRUCTURAL
ENGINEER
ALLEN ESCOBEDO
[email protected]
ADDRESS:
CONTACT:
EMAIL:
RRM DESIGN GROUP
3765 S. HIGUERA ST. SUITE 102
SAN LUIS OBISPO, CA 93401
PLANNING
ANTHONY TOMASELLO
[email protected]
VEHICULAR PARKING DATA
ADDRESS:
CONTACT:
EMAIL:
SMITHGROUP
350 S. GRAND AVE, SUITE 1800
LOS ANGELES, CA 90071
ARCHITECT
GABRIEL CERVANTES
[email protected]
ADDRESS:
CONTACT:
EMAIL:
WATRY DESIGN INC.
2099 GATEWAY PLACE, SUITE 550
SAN JOSE CA, 95110
PARKING
TAYLOR KIM
[email protected]
ADDRESS:
CONTACT:
EMAIL:
DIRECTIONAL LOGIC
1160 BATTERY STREET, SUITE 100
SAN FRANCISCO, CA 94111
COST
MANAGEMENT
JENNY YOUNG
[email protected]
ADDRESS:
CONTACT:
EMAIL:
YORK CONSULTING YORK LLC
1901 AVENUE OF THE STARS
SUITE 200, LOS ANGELES, CA 90067
REAL ESTATE
DEVELOPMENT
CONSULTING
ROB YORK
[email protected]
ADDRESS:
CONTACT:
EMAIL:
IMEG CONSULTANTS CORP
555 SOUTH FLOWER STREET
SUITE 750, CA 90071
STRUCTURAL
ENGINEER
CRAIG CHAMBERLAIN
[email protected]
PROJECT OVERVIEW BUILDING OVERVIEW
BICYCLE PARKING DATA RESIDENTIAL UNIT SUMMARY HOTEL ROOM SUMMARY ADDRESS:
CONTACT:
EMAIL:
RRM DESIGN GROUP
3765 S. HIGUERA ST., STE. 102
SAN LUIS OBISPO, CA 93401
LAND
SURVEYING
STEVE WEBSTER
[email protected]
ADDRESS:
CONTACT:
EMAIL:
ASSOCIATED TRANSPORTATION ENGINEERS (ATE)
100 N HOPE AVE #4
SANTA BARBARA, CA 93110
TRAFFIC
ENGINEERING
SCOTT SCHELL
[email protected]
ADDRESS:
CONTACT:
EMAIL:
COTTON, SHIRES & ASSOCIATES
699 HAMPSHIRE ROAD, SUITE 102
THOUSAND OAKS, CA 91361
GEOTECHNICAL
ENGINEERING
MATT JANOUSEK
[email protected]
PARK AREA
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 4/1/2026 8:50:22 AM
ENTITLEMENT SET - SUBMITTAL 4
SHEET INDEX
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
G0.21
03/23/2026
SHEET INDEX
GENERAL
G0.00 COVER
G0.20 GENERAL PROJECT INFORMATION/DATA
G0.21 SHEET INDEX
G0.30 PROPOSED SITE PLAN
G0.31 PARCEL PLAN
G0.40 SITE PERSPECTIVES
G0.41 SITE PERSPECTIVES
G0.42 SITE PERSPECTIVES 8
ARCHITECTURAL SITE
A.S.01 ARCHITECTURAL SITE PLAN - OVERALL
A.S.03 VEHICULAR AND BICYCLE ACCESS PLAN
A.S.04 TRASH MANAGEMENT PLAN
A.S.07 SITE SHADING ANALYSIS
A.S.08 SITE SHADING ANALYSIS
A.S.09 SITE SHADING ANALYSIS
A.S.10 VIEW SIMULATIONS
A.S.11 VIEW SIMULATIONS
A.S.12 VIEW SIMULATIONS
A.S.13 VIEW SIMULATIONS
10 CIVIL
C0.01 GENERAL NOTES
C1.00 SURVEY (FOR REFERENCE ONLY)
C1.01 PHASING PLAN 1A
C1.02 PHASING PLAN 2A
C1.03 PHASING PLAN 2B
C1.04 PHASING PLAN 2C
C1.05 PHASING PLAN 3
C1.06 KEY MAP
C1.11 DEMOLITION PLAN
C1.12 DEMOLITION PLAN
C1.13 DEMOLITION PLAN
C1.14 DEMOLITION PLAN
C1.21 UTILITY PLAN
C1.22 UTILITY PLAN
C1.23 UTILITY PLAN
C1.24 UTILITY PLAN
C1.25 UTILITY PLAN
C1.31 GRADING PLAN
C1.32 GRADING PLAN
C1.33 GRADING PLAN
C1.34 GRADING PLAN
C1.40 STORMWATER TREATMENT PLAN
C1.41 STORMWATER MANAGEMENT PLAN
C1.50 VENTURA COUNTY REINFORCED CONCRETE BOX RELOCATION PLAN C1.60 SITE FIRE ACCESS PLAN
C1.70 BUILDING SECTIONS
26 LANDSCAPE
L1.1 SITE ENLARGEMENT PLAN AREA 1
L1.2 SITE PERSPECTIVES AREA 1
L1.3 SITE PERSPECTIVES AREA 1
L1.4 SITE SECTIONS AREA 1
L2.1 SITE ENLARGEMENT PLAN AREA 2
L2.2 SITE PERSPECTIVES AREA 2
L2.3 SITE PERSPECTIVES AREA 2
L2.4 SITE SECTIONS AREA 2
L2.5 SITE SECTIONS AREA 2
L2.6 SITE SECTIONS AREA 2
L3.1 SITE ENLARGEMENT PLAN AREA 3
L3.2 SITE PERSPECTIVES AREA 3
L3.3 SITE SECTIONS AREA 3
L4.1 SITE ENLARGEMENT PLAN AREA 4
L4.2 SITE PERSPECTIVES AREA 4
L4.3 SITE SECTIONS AND DETAILS AREA 4
L5.1 SITE CHARACTER REGIONS KEY MAP
L5.2 SITE HARDSCAPE MATERIALS
L5.3 SITE FURNISHINGS
L5.4 PLAY EQUIPMENT AND AMENITIES
L5.5 SITE LIGHTING FIXTURES
L5.6 SITE LIGHTING TYPOLOGIES
L5.7 SITE LIGHTING TYPOLOGIES
L5.8 SITE LIGHTING TYPOLOGIES
L5.9 SITE LIGHTING TYPOLOGIES
L6.1 TREE PROTECTION RELOCATION AND REMOVALS PLAN
L6.2 OAK TREE REPLACEMENT PLAN
L7.1 LANDSCAPE & FUEL MODIFICATION ZONE NOTES & PLANT LIST L7.2 TREE PLANTING PLAN
L7.3 PLANTING PLAN
L7.4 PLANTING PLAN
L7.5 PLANTING PLAN
L7.6 PLANTING PLAN
L7.7 PLANT IMAGES AND MWELO
34 ARCHITECTURAL
A.B1.01 BUILDING INFORMATION AND KEY PERSPECTIVE
A.B1.02 BUILDING PERSPECTIVES
A.B1.03 BUILDING PERSPECTIVES
A.B1.10 SITE CONTEXT
A.B1.21 BUILDING FLOOR PLANS
A.B1.22 BUILDING ROOF PLAN
A.B1.31 BUILDING ELEVATIONS
A.B1.41 BUILDING SECTIONS
A.B1.51 COLOR & MATERIALS
9 ARCHITECTURAL
A.B2.01 BUILDING INFORMATION AND KEY PERSPECTIVE
A.B2.02 BUILDING PERSPECTIVES
A.B2.10 SITE CONTEXT
A.B2.21 BUILDING FLOOR PLANS
A.B2.22 BUILDING ROOF PLAN
A.B2.31 BUILDING ELEVATIONS & SECTIONS
A.B2.51 COLOR & MATERIALS 7
ARCHITECTURAL
A.C1.12 BUILDING C1 FIRE ACCESS DIAGRAMS
A.C1.01 BUILDING INFORMATION AND KEY PERSPECTIVES
A.C1.10 SITE PLAN
A.C1.21 LEVEL 1 DEMOLITION FLOOR PLAN
A.C1.22 LEVEL 2 DEMOLITION FLOOR PLAN
A.C1.23 LEVEL 3 DEMOLITION FLOOR PLAN
A.C1.24 LEVEL 1 FLOOR PLAN
A.C1.25 LEVEL 2 FLOOR PLAN
A.C1.26 LEVEL 3 FLOOR PLAN
A.C1.27 LEVEL 4 FLOOR PLAN
A.C1.28 LEVEL 5 FLOOR PLAN
A.C1.29 ROOF PLAN
A.C1.31 EXTERIOR BUILDING ELEVATIONS
A.C1.32 EXTERIOR BUILDING ELEVATIONS
A.C1.41 BUILDING SECTIONS
A.C1.51 COLOR AND MATERIALS
16 ARCHITECTURAL
A.E1.01 BUILDING INFORMATION AND KEY PERSPECTIVES
A.E1.10 SITE PLAN
A.E1.11 BUILDING E1 FIRE ACCESS DIAGRAMS
A.E1.21 LEVEL 1 FLOOR PLAN
A.E1.21D SERVICE DOCK LEVEL FLOOR PLAN
A.E1.22 LEVEL 2 FLOOR PLAN
A.E1.23 LEVEL 3 FLOOR PLAN
A.E1.24 LEVEL 4 FLOOR PLAN
A.E1.25 LEVEL 5 FLOOR PLAN
A.E1.26 LEVEL 6 FLOOR PLAN
A.E1.28 PENTHOUSE FLOOR PLAN
A.E1.29 ROOF PLAN
A.E1.31 EXTERIOR BUILDING ELEVATIONS
A.E1.32 EXTERIOR BUILDING ELEVATIONS
A.E1.41 BUILDING SECTIONS
A.E1.42 BUILDING SECTIONS
A.E1.51 COLOR AND MATERIALS
17 ARCHITECTURAL
A.E2.01 BLDG E2 - BUILDING INFORMATION & PERSPECTIVES
A.E2.10 BLDG E2 - SITE PLAN
A.E2.11 BUILDING E2 FIRE ACCESS DIAGRAMS
A.E2.21 BLDG E2 - LEVEL 1 - FLOOR PLAN
A.E2.22 BLDG E2 - LEVEL 2 - FLOOR PLAN
A.E2.23 BLDG E2 - LEVEL 3 - FLOOR PLAN
A.E2.24 BLDG E2 - LEVEL 4 - FLOOR PLAN
A.E2.25 BLDG E2 - LEVEL 5 - FLOOR PLAN
A.E2.26 BLDG E2 - LEVEL 6 - FLOOR PLAN
A.E2.27 BLDG E2 - LEVEL 7 - FLOOR PLAN
A.E2.28 BLDG E2 - ROOF PLAN
A.E2.31 BLDG E2 - ELEVATIONS
A.E2.32 BLDG E2 - ELEVATIONS
A.E2.41 BLDG E2 - BUILDING SECTIONS
A.E2.42 BLDG E2 - BUILDING SECTIONS
A.E2.51 BLDG E2 - COLOR & MATERIALS
A.E2.52 TYPICAL UNIT PLANS. BLDG'S E2, E3.1, E3.2, E3.3 17 ARCHITECTURAL
A.E3.01 BLDG E3 BUILDING INFORMATION & PERSPECTIVES
A.E3.02 BLDG E3 - BUILDING PERSPECTIVES
A.E3.10 BLDG E3.1 & E3.2 - SITE PLAN
A.E3.11 BLDG E3.3 - SITE PLAN
A.E3.12 BLDG E3 FIRE ACCESS EXHIBIT
A.E3.20 BLDG E3 - OVERALL SUBTERRANEAN LEVEL
A.E3.21 BLDG E3.1 & E3.2 - LEVEL 1 - FLOOR PLAN
A.E3.22 BLDG E3.1 & E3.2 - LEVEL 2 - FLOOR PLAN
A.E3.23 BLDG E3.1 & E3.2 - LEVEL 3 - FLOOR PLAN
A.E3.24 BLDG E3.1 & E3.2 - LEVEL 4 - FLOOR PLAN
A.E3.25 BLDG E3.1 & E3.2 - ROOF PLAN
A.E3.26 BLDG E3.3 - LEVEL 1 & 2 - FLOOR PLAN
A.E3.27 BLDG E3.3 - LEVEL 3 & 4 - FLOOR PLAN
A.E3.28 BLDG E3.3 - ROOF PLAN
A.E3.31 BLDG E3.1 - ELEVATIONS
A.E3.32 BLDG E3.1 - ELEVATIONS
A.E3.33 BLDG E3.1 - ALLEY ELEVATIONS
A.E3.34 BLDG E3.3 - ELEVATIONS
A.E3.35 BLDG E3.3 - ELEVATIONS
A.E3.41 BLDG E3.1 - SECTIONS
A.E3.42 BLDG E3.3 - SECTIONS
A.E3.51 BLDG E3.1 - COLOR & MATERIALS
A.E3.52 BLDG E3.3 - COLOR & MATERIALS
23 TOTAL SHEET COUNT: 167
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NO. REVISION DATE
PROJECT MANAGER
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PROJECT NUMBER
SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
PROPOSED SITE PLAN
0’ 40’ 80’
SCALE 1” = 40’
G0.30
MP MP
MP
BLDG E3.1
MIXED USE
BLDG E2
MIXED USE
BLDG E1
HOTEL
CARPENTER
PARK
BLDG C1
EXISTING
KAVLI THEATER
AMPHITHEATER
EXISTING KAVLI
LOADING DOCK
BLDG B2
BANDSHELL
BLDG C2
EXISTING
PARKING STRUCTURE
EXISTING
SCHERR FORUM
BLDG E3.2
MIXED USE
THOUSAND OAKS BLVD.
E. MAIN ST.
OAKWOOD DR.
HWY 101
OAKWOOD DR.
WEST RD.
THE LAKES DR.
BLDG E3.3
MIXED USE
BLDG B1
RESTAURANT
BLDG C1
W. MAIN ST.
DALLAS DR.
EX.
1868
TOB
P R O J E C T A R E A B O U N D A R Y
P R O J E C T A R E A B O U N D A R Y
STOP
POTS
STOP
STOP
POTS
POTS
STOP
STOP
STOP
STOP
STOP
STOP
STOP
C1
C2
DALLAS DR.
W. MAIN ST.
OAKWOOD DR.
LAKES DR.
WEST RD.
THOUSAND OAKS BLVD.
E3.1 E3.2 E3.3
E2 E1
B1
B2
BUILDING BUILDING BUILDING BUILDING
BUILDING
BUILDING
BUILDING BUILDING
BUILDING
PARCEL 1
PARCEL 2
PARCEL 4 PARCEL 3
PARCEL 5
PARCEL 6
PARCEL 7
PARCEL 8
PARCEL 9
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
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DATE
PROJECT NUMBER
SHEET
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PARCEL PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
G0.31
03/23/2026
1 SCALE: 1" = 40'-0"
PARCEL PLAN
0' 20' 80'40'
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
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DATE
PROJECT NUMBER
SHEET
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SITE PERSPECTIVES
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
G0.40
03/23/2026
UPPER TERRACE AT CITY HALL BASE OF STAIRS FROM CITY HALL/KAVLI THEATER TERRACE
PLAY AREA TOWARDS CITY HALL TERRACED AMPHITHEATER SPACE PRIME
STAMP
NO. REVISION DATE
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ENTITLEMENT SET - SUBMITTAL 4
SITE PERSPECTIVES
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
G0.41
03/23/2026
PUBLIC SQUARE AT NIGHT PUBLIC SQUARE TOWARDS RESTAURANT
SPLASH PAD PLAY AREA MAINSTREET TOWARDS MIXED USE B
PRIME
STAMP
NO. REVISION DATE
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SITE PERSPECTIVES
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
G0.42
03/23/2026
MAIN STREET TOWARDS MIXED USE B AND C BUILDINGS ROUND ABOUT AT HOTEL ENTRANCE
MAIN STREET TOWARDS HOTEL AND MIXED USE A MAINSTREET TOWARDS MIXED USE A
P R O J E C T A R E A B O U N D A R Y
P R O J E C T A R E A B O U N D A R Y
TS PO
POTS
O ST P
STOP
POTS POTS
STOP
TS PO
O ST P
TS PO
TS PO
TS PO
TS PO
C1
C2
DALLAS DR.
W. MAIN ST.
OAKWOOD DR.
LAKES DR.
WEST RD.
THOUSAND OAKS BLVD.
72' - 6"
25' - 0"
33' - 8"
53' - 4" 116' - 0"
E3.1 E3.2
E3.3
E2 E1
B1
B2
21' - 1"
31' - 4"
3 9' - 4"
66' - 0"
60' - 6" 10' - 0" 18' - 0"
15' - 10"
35' - 9" 47' - 6"
47' - 5" 40' - 0"
36' - 11" 49' - 9"
37' - 5"
22' - 11"
94' - 8"
18' - 10"
22' - 7"
18' - 9"
9' - 8"
13' - 6"
30' - 1"
18' - 4" 26' - 11"
17' - 4"
26' - 11"
22' - 10"
40' - 7"
111' - 2"
47' - 5"
MAX HEIGHT FROM PROJECT DATUM:
902.00'
MAX HEIGHT FROM PROJECT DATUM:
912.46'
(FF=815.50')
MAX HEIGHT FROM
PROJECT DATUM:
878.00'
(FF=816.00')
MAX HEIGHT FROM
PROJECT DATUM:
878.00'
(FF=816.50')
MAX HEIGHT FROM
PROJECT DATUM:
880.75'
(FF=819.00')
MAX HEIGHT FROM
PROJECT DATUM:
905.50'
(FF=817.00')
MAX HEIGHT FROM
PROJECT DATUM:
922.50'
MAX HEIGHT FROM
PROJECT DATUM:
850.83'
(FF=826.00')
MAX HEIGHT FROM
PROJECT DATUM:
843.58'
(FF=822.00')
MAX HEIGHT FROM
PROJECT DATUM:
946.00'
MAX HEIGHT FROM
PROJECT DATUM:
898.50'
(FF=819.07')
MAX HEIGHT FROM
PROJECT DATUM:
892.50'
MAX HEIGHT FROM
PROJECT DATUM:
859.50'
(FF=819.07')
PROJECT DATUM:
817.00'
FROM SIDE STREET
10' - 0" MIN. BLDG. SETBACK
FROM SIDE STREET
10' - 0" MIN. BLDG. SETBACK
FROM PARCEL LINE
10' - 0" SIDE SETBACK
FROM PARCEL LINE
10' - 0" MIN. SIDE SETBACK
F
R
O
M
P
RIM
A
R
Y
S
T
R
E
E
T
15' - 0" MIN. AVG. BLDG. SETBACK
F
R
O
M
P
RIM
A
R
Y
S
T
R
E
E
T
15' - 0" MIN. AVG. BLDG. SETBACK
F
R
O
M
PL A
T
P
RIM
A
R
Y
S
T
R
E
E
T
15' - 0" MIN. AVG. BLDG. SETBACK
1.03 1.23
1.04 1.04
1.04 1.02
1.04 SITE PLAN LEGEND
ACCESSIBLE PATH OF TRAVEL
(SHALL BE 48" MIN. CBC 11B-403.5)
PROJECT BOUNDARY
PARCEL LINE
BUILDING ENTRY - MAIN ACCESS
PUBLIC ELEVATOR
SUBAREA E SETBACK AT TOP FLOOR -
SEE BUILDING SHEETS FOR ADDITIONAL
INFORMATION
SETBACK
TRANSFORMER
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
3/27/2026 9:23:22 AM
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt ENTITLEMENT SET - SUBMITTAL 4
ARCHITECTURAL SITE PLAN - OVERALL
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.01
03/23/2026
1 SCALE: 1" = 40'-0"
ARCHITECTURAL SITE PLAN
0' 20' 40' 80'
1.02 ACCESSIBLE PATH OF TRAVEL FROM GROUND LEVEL OF PARKING
STRUCTURE TO COMMERCIAL USES ALONG MAIN STREET
1.03 CANTILEVERED STRUCTURE / BUILDING ABOVE
1.04 SUBAREA E SETBACK AT TOP FLOOR - SEE BUILDING SHEETS FOR
ADDITIONAL INFORMATION
1.23 BUS STOP
KEYNOTES
P R O J E C T A R E A B O U N D A R Y
P R O J E C T A R E A B O U N D A R Y
STOP
POTS
STOP
STOP
POTS POTS
STOP
STOP
STOP
STOP
STOP
STOP
PARK AREA
SUBTERRANEAN PARKING
LEVEL AT MIXED USE BLDG E3
GROUND LEVEL
LEVEL 1
EMERGENCY VEHICLE ACCESS
EMERGENCY
VEHICLE
TURNAROUND,
PASSENGER DROP
OFF, DELIVERY AND
UTILITY LOADING
AREA
HOTEL VALET,
PASSENGER DROP OFF,
DELIVERY AND UTILITY
LOADING AREA
1.14 1.12
1.13 1.16
1.16 C1
C2
DALLAS DR.
W. MAIN ST.
OAKWOOD DR.
LAKES DR.
WEST RD.
THOUSAND OAKS BLVD.
E3.1 E3.2
E3.3
E2 E1
B1
B2
1.20 1.20 1.20
1.21 24' - 0" 24' - 0"
9' - 0"
24' - 0" 24' - 0"
9' - 0"
24' - 0"
9' - 0"
24' - 0" 24' - 0" 24' - 0"
9' - 0"
24' - 0" 24' - 0"
9' - 0"
48' - 0"
9' - 0"
24' - 0"
24 9' - 0"
' - 0" 24' - 0"
9' - 0"
20' - 6"
20' - 6"
20' - 6"
45°
45°
45°
INTERVAL
12.7 ' TYPICAL STRIPING
INTERVAL
12.7 ' TYPICAL STRIPING
INTERVAL
12.7 ' TYPICAL STRIPING
ADA
ADA
ADA
1.22 24' - 0" 24' - 0"
9' - 0"
9' - 0"
24' - 0" 24' - 0" 24' - 0"
24' - 0" 24' - 0"
9' - 0"
9' - 0"
9' - 0"
20' - 0" 20' - 0" 20' - 0" 20' - 0"
20' - 0"20' - 0"
20' - 0"
2 0' - 0" 2
0' - 0" 2
0' - 0"
20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"
20' - 0"
20' - 0" 20' - 0" 20' - 0"
20' - 0"
1.14 1.12
1.10 1.20 1.20 1.10 1.23 1.20 1.20
1.20 1.18
1.21 1.11
1.16 1.17
1.16 1.18
LEGEND
PARKING - RESIDENTIAL
PARKING - PUBLIC
VEHICULAR POINT OF ENTRY
SHARED USE RESIDENTIAL PARKING FOR MOVE-IN'S
AND LARGE FURNITURE DROP OFF
VALET VEHICULAR PATH OF TRAVEL
SHORT TERM BIKE PARKING - PUBLIC
LONG TERM BIKE PARKING - EMPLOYEE
FOR RESIDENTIAL BIKE PARKING, SEE BUILDING
FLOOR PLANS
PARKING - PICK UP / DROP OFF
BICYCLE PARKING REQUIRED AND PROVIDED:
PER 2022 CAL GREEN 5.106.4
SHORT TERM BIKE PARKING:
5% OF PROVIDED VISITOR VEHICULAR PARKING =
5% X 698 = 35 BIKE PARKING SPACES REQUIRED
60 BIKE PARKING SPACES PROPOSED AND PROVIDED (12 OF WHICH
ARE EQUIPPED WITH EV CHARGING)
NOTE: SHORT TERM BIKE PARKING LOCATED IN PUBLICLY ACCESSIBLE AREAS ON THE SITE. SEE A.S.03
LONG TERM BIKE PARKING:
5% OF PROVIDED EMPLOYEE VEHICULAR PARKING =
5% X 167 = 9 BIKE PARKING SPACES REQUIRED AND PROVIDED
NOTE: LONG TERM BIKE PARKING LOCATED AT GROUND FLOOR OF PARKING STRUCTURE WITHIN BLDG E2
RESIDENTIAL PARKING:
PROPOSED SP - STANDARD OF 0.5 SPACES / UNIT (240 * 0.5 = 120 SPACES) BUILDING E2: 85 SPACES REQUIRED / 86 SPACES PROVIDED
BUILDING E3: 40 SPACES REQUIRED / 80 SPACES PROVIDED
NOTE: SEE BUILDING PLANS FOR RESIDENTIAL BIKE PARKING PROPOSED PARKING SUMMARY:
PARKING LOCATION* NUMBER OF SPACES
• CAP PARKING STRUCTURE (BLDG C2) 714**
• HOTEL VALET (ADDITIONAL SPACES ON 40
TOP LEVEL OF EXISTING PARKING GARAGE)
• PODIUM PARKING STRUCTURE (BLDG E2) 212
• SUBTERRANEAN PARKING STRUCTURE (BLDG E3) 77
• SURFACE SPACES (ONSITE STREETS) 22
• ANGLED SURFACE SPACES 30
• OFF-SITE PARKING LOTS (110 S. CONEJO SCHOOL 300
ROAD, 265 S. RANCH RD)
TOTAL: 1,395
PARKING BREAKDOWN BY AREA:
BUILDING C2 (EXISTING PARKING GARAGE) TOTAL NUMBER OF STALLS: 754 • 612 UNDESIGNATED STALLS FOR SHARED CUSTOMER/VISITOR/EMPLOYEE USE (EXCLUDES 46 SPACES CURRENTLY RESERVED FOR CITY FLEET VEHICLES) • 142 HOTEL VALET STALLS (112 EXISTING STALLS @ TOP LEVEL +40 ADDITIONAL SPACE CAPACITY WITH VALET.
BUILDING E2 (PODIUM PARKING GARAGE) TOTAL NUMBER OF STALLS: 212 • 30 UNDESIGNATED STALLS FOR SHARED CUSTOMERS/VISITORS/EMPLOYEE USE • 182 STALLS FOR RESERVED RESIDENTIAL USE
BUILDING E3 (SUBTERRANEAN PARKING GARAGE) TOTAL NUMBER OF STALLS: 77 • 77 STALLS FOR RESERVED RESIDENTIAL USE
STREET PARKING TOTAL NUMBER OF STALLS: 52
52 UNDESIGNATED STALLS FOR SHARED CUSTOMER/VISITOR/EMPLOYEE USE • 22 SURFACE ON-SITE STALLS
• 30 ON-STREET STALLS WITHIN THOUSAND OAKS BOULEVARD ROW OFF-SITE PARKING TOTAL NUMBER OF STALLS: 300
• 27 STALLS - 110 S CONEJO SCHOOL RD
• 273 STALLS – LOTS A & B 265 S RANCHO RD
TOTAL: 1,395 STALLS
REQUIRED PARKING (PER CAPSP):
NOTE: ADA AND EV STALLS TO BE PROVIDED IN COMPLIANCE WITH CALIFORNIA BUILDING CODE AT TIME OF SUBMITTAL TO BUILDING AND SAFETY. PARKING TO BE CONTROLLED VIA MANAGEMENT PLAN DESCRIBED IN SP 11
EV PARKING AND ACCESSIBLE PARKING BREAKDOWN:
(NOTE: BELOW CALCULATIONS ASSUME 2025 CBC AND 2025
CALGREEN VALUES. QUANTITIES SUBJECT TO CHANGE
PENDING REVIEW BY BUILDING AND SAFETY)
BREAKDOWN BY AREA:
BUILDING C2 (EXISTING PARKING GARAGE): 800 SPACES
• *UNDESIGNATED STALLS FOR SHARED
CUSTOMER/VISITOR/EMPLOYEE USE
1. REQUIRED ADA: 13 SPACES, 3 OF WHICH ARE VAN
2. REQUIRED EV: EV CHARGERS WILL BE INSTALLED TO
THE EXTENT FEASIBLE PER CAL GREEN, PENDING
ELECTRIC SERVICING FEASIBILITY AND CONSTRUCTION
COST ANALYSIS TO BE COMPLETED AT THE TIME THE
EV UPGRADE REQUIREMENTS ARE TRIGGERED.
• HOTEL VALET @ TOP LEVEL
1. REQUIRED ADA: N/A
2. REQUIRED EV: N/A
BUILDING E2 (PODIUM PARKING GARAGE):
• UNDESIGNATED STALLS FOR SHARED
CUSTOMERS/VISITORS/EMPLOYEE USE
1. REQUIRED ADA: 1 VAN
2. REQUIRED EV: 6 EV CHARGING STATIONS & 2 EV
CAPABLE
A. REQUIRED EV ADA: 1 VAN
• STALLS FOR RESERVED RESIDENTIAL USE
1. REQUIRED ADA: 4 SPACES, 1 OF WHICH IS VAN
2. REQUIRED EV: 6 EV CHARGING STATIONS & 161 EV
RECEPTACLES
A. REQUIRED EV ADA: 1 VAN
BUILDING E3 (SUBTERRANEAN PARKING GARAGE):
• STALLS RESERVED FOR RESIDENTIAL USE
1. REQUIRED ADA: 2 SPACES, 1 OF WHICH IS VAN
2. REQUIRED EV: 77 EV RECEPTACLES
A. REQUIRED EV ADA: NONE
STREET PARKING TOTAL NUMBER OF STALLS:
• UNDESIGNATED STALLS FOR SHARED
CUSTOMER/VISITOR/EMPLOYEE USE
1. REQUIRED ADA: 2 SPACES, 1 OF WHICH IS VAN
2. REQUIRED EV: 8 EV CHARGING STATIONS & 5 EV
CAPABLE
A. REQUIRED EV ADA: 1 VAN
* EXCLUDES RESTRICTED ACCESS PARKING/ LOADING SPACES AT SCHERR
FORUM/HOTEL SERVICE COURT AND KAVALI LOADING DOCK
** EXCLUDES 46 SPACES CURRENTLY RESERVED FOR CITY FLEET VEHICLES
BUILDING/ USE UNIT RATIO COUNT
PER SP-11 SEC. 2.E.V.C.v, REQUIRED RESIDENTIAL PARKING IS INCLUSIVE OF ACCESSIBILE PARKING, MUST BE UNBUNDLED FROM UNITS IN COMPLIANCE WITH AB1317, AND IS NOT REQUIRED TO BE LOCATED WITHIN THE SAME STRUCTURE AS WHICH IT SERVES.
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
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ENTITLEMENT SET - SUBMITTAL 4
THOUSAND OAKS DOWNTOWN PROJECT
VEHICULAR AND BICYCLE ACCESS PLAN
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.03
03/23/2026
1 SCALE: 1" = 40'-0"
VEHICULAR ACCESS PLAN
0' 20' 80'40'
1.10 VEHICULAR POINT OF ENTRY - ALL VEHICLES
1.11 VEHICULAR POINT OF ENTRY - EMERGENCY VEHICLES
1.12 PARKING GARAGE POINT OF ENTRY - RESIDENTIAL PARKING
1.13 PARKING GARAGE POINT OF ENTRY - PUBLIC AND EMPLOYEE
PARKING
1.14 PARKING GARAGE POINT OF ENTRY - SHARED RESIDENTIAL /
PUBLIC PARKING
1.16 SHARED RESIDENTIAL PARKING - TO BE UTILIZED FOR MOVE-INS
1.17 ADDITIONAL HOTEL VALET QUEUING
1.18 VEHICULAR POINT OF ENTRY - CITY AND EMERGENCY VEHICLES ONLY
1.20 BIKE PARKING - STANDARD - SHORT TERM
1.21 BIKE PARKING - EQUIPPED WITH EV CHARGERS
1.22 BIKE PARKING - LONG TERM
1.23 BUS STOP
KEYNOTES
BICYCLE PARKING
VEHICULAR PARKING
P R O J E C T A R E A B O U N D A R Y
P R O J E C T A R E A B O U N D A R Y
STOP
POTS
STOP
STOP
POTS POTS
STOP
STOP
STOP
STOP
STOP
STOP
STOP
C1
C2
DALLAS DR.
W. MAIN ST.
OAKWOOD DR.
LAKES DR.
WEST RD.
THOUSAND OAKS BLVD.
LEVEL 1
E3.1 E3.2
E3.3
E2 E1
B1
B2
1.23 1.30
1.30 1.31
1.30 SITE PLAN LEGEND
TRASH BIN LOCATIONS - CITY
TRASH STAGING LOCATIONS - CITY
SCOUT TRUCK PICKUP ACCESS
TRASH TRUCK LOADING AREA
B1 & B2 WASTE CALCS
C1 WASTE CALCS
E1 WASTE CALCS E2 WASTE CALCS E3 WASTE CALCS
TRASH BIN LOCATIONS - COMMERCIAL
TRASH BIN LOCATIONS -
RESIDENTIAL/HOSPITALITY
SEE BUILDING
MAINTENANCE VEHICLE PATH OF TRAVEL
RESIDENTIAL:
GENERATED WASTE (CY/WEEK)
USE: AREA: FOOD GREEN RECYCLE TRASH
RESIDENTIAL: 98 RMS 2.96 0 14.8 14.8
BINS PROVIDED: (5) 65 GAL. (4) 4CY (4) 4CY
FREQUENCY OF PICKUP: 2 1 1
COMMERCIAL:
GENERATED WASTE (CY/WEEK)
USE: AREA: FOOD GREEN RECYCLE TRASH
FAST FOOD: 9,524SF 11.15 0 33.42 29.73
RETAIL: 9,524SF .85 0 5.71 5.71
BINS PROVIDED: (13) 65 GAL. (5) 4CY (5) 4CY
FREQUENCY OF PICKUP: 3 2 2
GENERATED WASTE (CY/WEEK)
USE: AREA: FOOD GREEN RECYCLE TRASH
HOTEL 142 RMS 3.17 0 12.67 15.84
RESTUARANT 4,930SF 3.55 0 7.10 7.10
CATERER: 4,855SF 2.33 0 6.99 2.33
BAR: 11,543SF 2.08 0 10.39 10.39
BAR: 2,614SF .47 0 2.35 2.35
BAR: 3,893SF .70 0 3.50 3.50
BINS PROVIDED: (2) 1.5 CY (3) 4CY (3) 4CY
FREQUENCY OF PICKUP: 4 4 4
GENERATED WASTE (CY/WEEK)
USE: AREA: FOOD GREEN RECYCLE TRASH
RESTUARANT 6,725SF 4.84 0 9.68 9.68
BINS PROVIDED: (3) 65 GAL. (1) 3CY (1) 3CY
FREQUENCY OF PICKUP: 1 2 2
GENERATED WASTE (CY/WEEK)
USE: AREA: FOOD GREEN RECYCLE TRASH
OFFICE &
HIGHER EDU. 32,100SF 1.20 0 8.03 8.03
FAST FOOD 18,200SF 21.29 0 11.05 11.05
THEATER:MOVIE 11,700SF 2.21 0 14.00 14.00
OFFICE &
HIGHER EDU. 56,000SF 2.10 0 14.00 14.00
BINS PROVIDED (COMPACTORS): (1) 20YRD (1) 30YRD (1) 30YRD FREQUENCY OF PICKUP: 2 2 2
RESIDENTIAL:
GENERATED WASTE (CY/WEEK)
USE: AREA: FOOD GREEN RECYCLE TRASH
RESIDENTIAL: 180 RMS 5.44 0 27.19 27.19
BINS PROVIDED: (6) 65 GAL. (2) 4CY (3) 4CY
FREQUENCY OF PICKUP: 3 3 3
COMMERCIAL:
GENERATED WASTE (CY/WEEK)
USE: AREA: FOOD GREEN RECYCLE TRASH
FAST FOOD: 4,350 5.09 0 15.26 13.58
RETAIL: 4,600 .41 0 2.76 2.76
BINS PROVIDED: (6) 65 GAL. (3) 4CY (3) 4CY
FREQUENCY OF PICKUP: 3 2 2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 3/27/2026 9:23:31 AM
ENTITLEMENT SET - SUBMITTAL 4
TRASH MANAGEMENT PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.04
03/23/2026
1 SCALE: 1" = 40'-0"
TRASH MANAGEMENT PLAN
0' 20' 80'40'
1.23 BUS STOP
1.30 RESIDENTIAL TRASH AREAS LOCATED WITHIN PARKING GARAGE AND TO BE ACCESSED VIA SCOUT TRUCK. SEE BUILDING PLANS
FOR ADDITIONAL DETAIL.
1.31 RESIDENTIAL TRASH AREA LOCATED AT EXTERIOR OF BLDG.
ADJACENT TO LEVEL 3 DRIVE ENTRY. THIS ENCLOSURE TO BE
ACCESSED DIRECTLY BY TRASH TRUCK. SEE BUILDING PLANS
FOR ADDITIONAL INFORMATION.
KEYNOTES
PROPOSED SHADE
FROM ADDED
STRUCTURES
EXISTING SHADE
PROJECT
BOUNDARY
HILL ABOVE
PROPOSED SHADE
FROM ADDED
STRUCTURES
EXISTING SHADE
PROJECT
BOUNDARY
HILL ABOVE
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 3/27/2026 9:23:32 AM
ENTITLEMENT SET - SUBMITTAL 4
SITE SHADING ANALYSIS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.07
03/23/2026
1 SCALE: 1" = 100'-0"
EXISTING AND PROPOSED SHADE
ANALYSIS - DECEMBER 21ST - 8AM
2 SCALE: 1" = 100'-0"
EXISTING AND PROPOSED SHADE
ANALYSIS - JUNE 21ST - 8AM
PROPOSED SHADE
FROM ADDED
STRUCTURES
EXISTING SHADE
PROJECT
BOUNDARY
HILL ABOVE
PROPOSED SHADE
FROM ADDED
STRUCTURES
EXISTING SHADE
PROJECT
BOUNDARY
HILL ABOVE
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 3/27/2026 9:23:32 AM
ENTITLEMENT SET - SUBMITTAL 4
SITE SHADING ANALYSIS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.08
03/23/2026
1 SCALE: 1" = 100'-0"
EXISTING AND PROPOSED SHADE
ANALYSIS - DECEMBER 21ST -
NOON
2 SCALE: 1" = 100'-0"
EXISTING AND PROPOSED SHADE
ANALYSIS - JUNE 21ST - NOON
PROPOSED SHADE
FROM ADDED
STRUCTURES
EXISTING SHADE
PROJECT
BOUNDARY
HILL ABOVE
PROPOSED SHADE
FROM ADDED
STRUCTURES
EXISTING SHADE
PROJECT
BOUNDARY
HILL ABOVE
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 3/27/2026 9:23:33 AM
ENTITLEMENT SET - SUBMITTAL 4
SITE SHADING ANALYSIS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.09
03/23/2026
1 SCALE: 1" = 100'-0"
EXISTING AND PROPOSED SHADE
ANALYSIS - DECEMBER 21ST - 4PM
2 SCALE: 1" = 100'-0"
EXISTING AND PROPOSED SHADE
ANALYSIS - JUNE 21ST - 4PM
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 3/27/2026 9:23:35 AM
ENTITLEMENT SET - SUBMITTAL 4
VIEW SIMULATIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.10
03/23/2026
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 3/27/2026 9:23:37 AM
ENTITLEMENT SET - SUBMITTAL 4
VIEW SIMULATIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.11
03/23/2026
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 3/27/2026 9:23:39 AM
ENTITLEMENT SET - SUBMITTAL 4
VIEW SIMULATIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.12
03/23/2026
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/00_Central Site_2025.rvt 3/27/2026 9:23:39 AM
ENTITLEMENT SET - SUBMITTAL 4
VIEW SIMULATIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
DP-2025-70015
A.S.13
03/23/2026
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C0.01GN-PH1.dwg, C0.00 GENERAL NOTES, Mar 20, 2026 1:48pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR / / / /
1. WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDITION AND
SUPPLEMENTS, THE UNIFORM BUILDING CODE (EXCAVATION AND GRADING), AND CITY OF THOUSAND OAKS LOCAL ORDINANCES AS APPLICABLE.
2. ALL GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT, "[REPORT NAME]", BY [COMPANY NAME] DATED [MONTH DAY, YEAR]. 3. EXISTING TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM A SURVEY DATED [MONTH DAY, YEAR] BY [COMPANY NAME]. 4. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB
SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS.
5. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN
CONDITIONS FOR GRADING, DRAINAGE AND UNDERGROUND FACILITIES INCLUDING
LOCATION AND ELEVATION OF EXISTING UNDERGROUND FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES. IF CONDITIONS DIFFER FROM THOSE SHOWN ON
THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED.
6. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY
DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY
WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE
REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
7. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
9. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY
INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL TAKE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
10. IF AT ANY TIME DURING GRADING OPERATIONS, ANY UNFAVORABLE GEOLOGICAL
CONDITIONS ARE ENCOUNTERED, GRADING IN THAT AREA WILL STOP UNTIL APPROVED CORRECTIVE MEASURES ARE OBTAINED.
11. THE PROPOSED GRADE IS THE FINAL GRADE AND NOT THE ROUGH GRADE. THE
CONTRACTOR SHALL SUBTRACT THE THICKNESS OF THE PAVED SECTION AND/OR LANDSCAPE TOPSOIL SECTION TO ARRIVE AT THE ROUGH GRADE ELEVATION.
12. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES AND SPOT ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS.
13. ALL DEBRIS AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT APPROVED DISPOSAL SITES. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR THE TRANSPORTATION OF MATERIAL TO AND FROM THE SITE.
14. ALL FILL SOILS OR SOILS DISTURBED OR OVEREXCAVATED DURING CONSTRUCTION SHALL BE COMPACTED PER THE REQUIREMENTS OF THE SOILS REPORT BUT NOT LESS THAN 90% MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557.
15. THE CONTRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FROM THE CALIFORNIA DIVISION OF
INDUSTRIAL SAFETY PRIOR TO THE CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE FIVE FEET OR DEEPER.
16. DIMENSIONS TO PIPELINES ARE TO CENTERLINE UNLESS OTHERWISE NOTED.
17. ALL WATER LINES SHALL BE INSTALLED WITH 36" MINIMUM COVER FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED.
18. THRUST BLOCKS SHALL BE INSTALLED AT WATERLINE HORIZONTAL AND VERTICAL BENDS,
TEES, CAPPED ENDS AND REDUCERS ACCORDING TO THE DETAILS PROVIDED ON THESE PLANS.
19. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR.
20. THE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION TO MATCH EXISTING, INCLUDING PERMANENT TRENCH RESURFACING.
21. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT (800-227-2600) PRIOR TO EXCAVATION.
22. ALL DIMENSIONS ARE IN FEET OR DECIMALS THEREOF.
23. ALL CURB DIMENSIONS AND RADII ARE TO PAVEMENT FACE OF CURB.
24. CONTRACTOR TO BE AWARE OF ALL OVERHEAD LINES AT ALL TIMES, SO AS NOT TO DISTURB THEM.
25. WATER SHALL BE PROVIDED ONSITE AND USED TO CONTROL DUST DURING CONSTRUCTION OPERATIONS.
26. CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FROM THE CITY OF THOUSAND OAKS FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY.
27. STORM DRAINAGE SYSTEMS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FINAL SITE CONDITION AT COMPLETION OF THE PROJECT. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE SITE, DURING INTERIM CONDITIONS OF CONSTRUCTION.
28. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING NPDES, FROM THE
APPROPRIATE JURISDICTIONAL AGENCIES FOR DISCHARGE OF GROUNDWATER THAT MAY BE NECESSARY TO ACCOMPLISH EXCAVATIONS SHOWN ON THESE PLANS.
TOE
TOP
AC ASPHALTIC CONCRETE
BW BACK OF WALK
BLDG BUILDING
BM BENCH MARK
BOS BOTTOM OF STAIRS
BMP BEST MANAGEMENT PRACTICES
CB CATCH BASIN
CI CAST IRON
CL CENTER LINE
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
CONC CONCRETE
CF CURB FACE
DW DOMESTIC WATER
(E) EAST
EG EDGE OF GUTTER
EL. OR ELEV ELEVATION
ELEC ELECTRIC, ELECTRICAL
EX. OR EXIST.EXISTING
FDC FIRE DEPARTMENT CONNECTION
FF FINISHED FLOOR
FG FINISHED GRADE (LANDSCAPE)
FS FINISHED SURFACE (HARDSCAPE)
FH FIRE HYDRANT
FL FLOW LINE
FT FOOT OR FEET
FU FIXTURE UNITS
FV GATE VALVE
FW FIRE WATER
GPM GALLONS PER MINUTE
HDPE HIGH DENSITY POLYETHEYNE
HP HIGH POINT
INV. INVERT
LP LOW POINT
MAX. MAXIMUM
MIN. MINIMUM
MH MANHOLE
(N) NORTH
NTS NOT TO SCALE
PA PLANTER AREA
POC POINT OF CONNECTION
PIV POST INDICATOR VALVE
PCC PORTLAND CEMENT CONCRETE
PRV PRESSURE REDUCING VALVE
PVC POLYVINYL CHLORIDE R RADIUS
RCIP RECTANGULAR CAST IRON PIPE
RD ROOF DRAIN
RW RIGHT-OF-WAY
(S) SOUTH
S= SLOPE EQUALS
SD STORM DRAIN
SSMH SANITARY SEWER MANHOLE
SS SANITARY SEWER
STD STANDARD
SDMH STORM DRAIN MANHOLE
TC TOP OF CURB
TEL TELEPHONE
TG TOP OF GRATE
TOS TOP OF STAIRS
TW TOP OF WALL
TS TRAFFIC SIGNAL
TSB TRAFFIC SIGNAL BOX
TYP TYPICAL
TV TELEVISION
VIF VERIFY IN FIELD
VLT VAULT
VCP VITRIFIED CLAY PIPE
(W) WEST W WATER
WM WATER METER
WV WATER VALVE
VICINITY MAP
NOT TO SCALE
SANITARY SEWER
WATER
DOMESTIC WATER
FIRE WATER
STORM DRAIN
GAS
ELECTRIC
TELEPHONE
PERFORATED PIPE
POINT OF CONNECTION
COORDINATION POINT
CAP OR PLUG
UTILITY MANHOLE
UTILITY CLEANOUT
STORM DRAIN INLET
AREA DRAIN/PLANTER DRAIN
TRENCH DRAIN
FIRE HYDRANT
THRUST BLOCK
FIRE DEPARTMENT CONNECTION (FDC)
POST INDICATOR VALVE (PIV)
WATER VALVE
BACKFLOW ASSEMBLY
UTILITY METER VAULT
SSW
DW
FW
SDGET
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
FLOW LINE
GRADE BREAK LINE
RIDGE LINE
SAWCUT
LIMITS OF GRADING
GRADING BENCH
GRADED SLOPE (HORIZONTAL:VERTICAL)
SURFACE ELEVATION/UTILITY ELEVATION
EXISTING SURFACE ELEVATION/UTILITY ELEVATION
CONSTRUCTION NOTE
FLOW (DIRECTION AND GRADE)
SLOPE (DIRECTION AND RUN:RISE)
HORIZONTAL CONTROL POINT LABEL
CURVE DATA LABEL
PAD/FINISHED FLOOR ELEVATION
100
102 o o > > > > > > > > > GBR
GRADING
UTILITY
CURB/BACK OF CURB/GUTTER
RETAINING WALL/SITE WALL
PROPERTY LINE/RIGHT OF WAY
CENTER LINE
FENCE
TO BE DEMOLISHED
ANNOTATION
CIVIL LIMITS OF WORK
SHEET MATCH LINE
GENERAL
SITE X
FF=100.00
GRAVEL BAGS
FIBER ROLL
PROPOSED BUILDING EXCAVATION OUTLINE
EXISTING DRAINAGE DIRECTION OF FLOW
PROTECT TREE IN PLACE OOOOO
EROSION CONTROL
GENERAL NOTES:
SHEET INDEX:
CIVIL DRAWINGS
1. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE PROJECT SITE AT ALL TIMES.
2. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT
BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND.
3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE
PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.
4. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.
5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF SOLID WASTE.
6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A
COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO PUBLIC WAY. ACCIDENTAL DEPOSITIONS
MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.
8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND OR WATER.
9. AS PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER, I HAVE READ AND
UNDERSTAND THE REQUIREMENTS LISTED ABOVE, NECESSARY TO CONTROL STORM
WATER POLLUTION FROM SEDIMENTS, EROSION, AND CONSTRUCTION MATERIALS, AND I CERTIFY THAT I WILL COMPLY WITH THESE REQUIREMENTS.
PRINT NAME ________________________________________
(OWNER OR AUTHORIZED AGENT OF THE OWNER)
SIGNATURE ________________________________________
(OWNER OR AUTHORIZED AGENT OF THE OWNER) DATE
C0.01 GENERAL NOTES
C0.01 GENERAL NOTES
C1.00 SURVEY (FOR REFERENCE ONLY)
C1.01 PHASING PLAN 1
C1.02 PHASING PLAN 2A
C1.03 PHASING PLAN 2B
C1.04 PHASING PLAN 2C
C1.05 PHASING PLAN 3
C1.06 KEY MAP
C1.11 DEMOLITION PLAN
C1.12 DEMOLITION PLAN
C1.13 DEMOLITION PLAN
C1.14 DEMOLITION PLAN
C1.21 UTILITY PLAN
C1.22 UTILITY PLAN
C1.23 UTILITY PLAN
C1.24 UTILITY PLAN
C1.25 UTILITY PLAN
C1.31 GRADING PLAN
C1.32 GRADING PLAN
C1.33 GRADING PLAN
C1.34 GRADING PLAN
C1.40 STORMWATER TREATMENT PLAN
C1.41 STORMWATER MANAGEMENT PLAN
C1.50 VENTURA COUNTY REINFORCED CONCRETE
BOX RELOCATION PLAN
C1.60 SITE FIRE ACCESS PLAN
C1.70 BUILDING SECTIONS
N CONEJO SCHOOL RD
S CONEJO SCHOOL RD
DALLAS DR
THOUSAND OAKS BLVD
THUNDERBIRD DR
THE LAKES DR LOS FELIZ DR
CHIQUITA LN
OAKWOOD DR OAKWOOD DR
SUBJECT PROPERTY
SPECIFIC PLAN-11
BOUNDARY
KS04/22/2026 KS04/22/26
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.00VM-PH1.dwg, C1.00 SURVEY (FOR REFERENCE ONLY), Mar 20, 2026 1:48pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
CP JDR
C1.00SURVEY (FOR REFERENCE ONLY)
FOR REFERENCE ONLY
KS04/22/2026 KS04/22/26
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1002 811.72
1003
853.97
1004
835.19
1101 825.30
1105
823.67
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SHADOW AREA
GROUND OBSCURED
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
TREES
BRUSH
TREES
TREES
BRUSH
PARKING STRUCTURE
MH
MH
MH
MH
MH
MH
MH MH MH MH
MH
MH
MH
MHMH MH
MHMH MH MH
MH
MH
MH
MH
MH
MH
V
V
V
V
V
V
DI
DI
DI
DI
BRUSH
BRUSH
BRUSH
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
POLE
POLE
POLE
MH
MH
TREES
SHADOW AREA
SHADOW AREA
TREES
BRUSH
MH
DI
DI
MH
P
P
P
V
BRUSH BRUSH
DI
DI
SHADOW AREA
DI
DI
MH
MH
TREES
BRUSH
P
P
BRUSH
SHADOW AREA
SHADOW AREA
BRUSH
BRUSH
BRUSH
BRUSH
P
P
ROCKS
BRUSH
SHADOW AREA
DEBRIS PILE
STOP
DIRT PILES
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
BRUSH
BRUSH
POLE
POLE
POLE
POLE
POLE
PP
V
MH
FH
TREES
FH
MH
MH MH
FH
FH
FH
V
FH
812.2
813.7
813.7
813.4 814.5
814.4
813.3
807.2
812.9
813.5
814.7
811.7
809.3 808.7
815.5 816.5
814.7
817.6
814.5
819.6
820.3
839.2
838.7
838.5
837.2
834.5
836.4
836.4
834.5
835.5
825.2
823.6
824.4
821.5
834.3
895
890
885
880
875
870
865
860
855
850
845
840
835
825
820 820
825
815
815
850
845
840
835
830
825
820
815
810
810
810
815
820
815
815 815 815
820
815
820
825
820
825
830
835
840
830
830
845
850
855
860
865
870
875
880
885
850
840
845
835
830
830
835
835
820
820
820
820
820
825
830
825
825
826
825
SIGN
E
E
E
E
E
E
E
E
E
E COM
W
W
W
W
COM COM COM COM
COM
COM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
E
E COM COM
E
E
E
COM
E
E
COM
COM COM
COM
E
E
E
E
E
E
G
G
G
G W
W
W
COM
COM
G
G
MH
MH
MH
MH
MH
EB
EB EB
EB
EB
EB EB
EB
EB
SIG SIG
SIG
SIG
SIG SIG
SIG
SIG
SIG EB
EB EB EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
WV
EB
EB EB EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV
WV WV WV
WV WV
WV WV
WV WV WV
WV
WV
WV
WV WM WM WM WM WM
WM
WV
EB
#126
#133
#134 #135
#137
#138
#125
#136
#140
#139
#143
#132
#121
#154
#153
#152
#151
#150
#148
#147
#146
#131
#130
#129
#128
#127
#144
#141
#145
#142
#149
#1682
#90
#88
#1683
#1684
#1685
#1686
#96
#97
#1688
#1687
#86
#85
16"TREE CLUSTER
#117
#118
#119
#120
#113
#114
#115
#116
10"OAK
#107
#101
#100
#102
#106
#103
#108
#104
#105
#112
#110
#109
#36
#35
#37
#38
#39
#298
#299
#46
#45
#323
#310
#311
#319
#320
#316
#315
#314
#317
#318
#322
#325
#324
#326
#47
#52
#51
#50
#49
#48
#32
#31
#30
#33
#34
#62
#61
#59
#60
#58
#27
#28
#29
#63
#57
#26
#25
#24
#23
#54
#55
#56
#21
#20
#22
16"OAK
#18
#1720
#1712
#1713
#65
#66
#67
#69
#82
#81
#6
#7
#7a
#8
#1
#2
#3
#5
#4
#5a
#5b
#122
#123
#124
#1674
#74
#72
#70
#73
#71
#68
#11
#1706
#1731
#14
#1711
#111
#1681
#1736
#1738
#1737
#40
#41
#42
#43
#44
#302
#303
#304
#1730
#1734
#294
#297
#295
#288
#280
#283
#289
#282
#281
#306
#287
#291
#292
#307
#308
#313
#309
#290
#278
#279
3"OAK 9"TOYON
6"DEAD OAK
8" 8"
#143
#274
#275
#276
#273
#272
#285
#277
#271
#265
#264
#263#262
#261
#256
#255
#254
#257
#253
#252
#251
#250
#249
#247
#248
#246
#244
#243
#245
#239
#240
#238
#237
#236
#234
#233
#231
#230
#229
#228
#217
#224
#223
#221
#222
#220
#219
#214
#215
#216
#213
#215
#214
#216
#212
#211
#205
#210
#208
#206
10" 18"
#204
8" 6" #203
#198
197
6" #196
#191
#186
#199
#202
#194
#195
#192
#190
#200
#201
MULTIBUSH
MULTIBUSH
30"
#188
#187
#185
#184
#180
#179
#176
#174
#173
#168
#171
#172
#166
#165MULTI X7
#163
#164
#269
#167
#169
#162
#270
#161
#159
#267
#183
#53
#155
#156
#157
#158
#218
#260
#259
#258
#181
#182
6"
#209
#175
#268
#00
#000
MH
SD
SD SD
SD
SD
SD
SD
SD SD SD SD SD
W
HV 1
815.44
HV 4
852.50
HV 6
900.27
℄
OAKWOOD DRIVE
THOUSAND OAKS BOULEVARD
VENTURA FREEWAY 101
SD SD SD SD SD SD
SD
SD
SD WEST ROAD
MAIN STREET THE LAKES DRIVE
ZUNIGA RIDGE PLACE
℄
SD
SD
W W W W W W W
W
W
SD
SD
SD
SD
SD
W
W
W
W
SD
SD
SD
SD
W
W
W W
SD SD SD SD
SD SD SD SD SD
SD
SD SD SD
W
W
W
W
W
SS
SS
SS
SS
SS SS
SS SS
SS SS
0 60'
SCALE: 1"=60'
30' ENTITLEMENT SET p 22, 2025 12:13pm, cphung
STAMP
rrmdesign.com | (805) 543-1794
AGENCY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
C1.01 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
CP JG PHASING PLAN 1 P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.01OA-PH1.dwg, PHASING PLAN, ///
///
///
/// ///
///
/// ///
/
1101 825.30
TREES
TREES
TREES
TREES
MH
MH
FH
E
E
E E COM COM
G
G
SIG
WV WM WM WM WM WM
WM
#280
#283
#281
#278
#279
6"DEAD OAK
8"
8"
#274 #276
#285
MH
OAKWOOD DRIVE
UP WEST ROAD
MAIN STREET
WV
RELOCATE VENTURA COUNTY WATERSHED
PROTECTION DISTRICT 8'x12' REINFORCED CONCRETE
BOX PIPE
CONSTRUCT WEST ROAD CONSTRUCT OAKWOOD
DRIVE
CONSTRUCT ACCESS
TO KAVLI THEATRE
CONSTRUCT ACCESS
ROUNDABOUT
TO EXISTING PARKING
STRUCTURE
CONSTRUCT ACCESS
TO SCHERR FORUM
SERVICE AREA CONSTRUCT MAIN STREET EAST OF
DALLAS FOR EMERGENCY AND
CONSTRUCTION ACCESS
DEMOLITION OF
EXISTING BUILDING
CASCADING PLANTERS DEMOLITION OF
EXISTING BUILDING
OVERHANG
PHASE 1 (ALL WORK NEEDED FOR PRIVATE DEVELOPER TO BEGIN AND KEEP SCHERR+KAVLI OPERATIONAL)
SCHEDULE
ENTIRE PROJECT ENTITLED IN JUNE 2026
~12 MONTH OF DESIGN TO BREAK OUT PHASE 1 PACKAGE
FALL 2027 BREAK GROUND FOR PHASE 1 PACKAGE
FINISH CONSTRUCTION (~12 MONTHS LATER?) APPROX. FALL 2028
CONSTRUCT SHORING TO
SUPPORT OAKWOOD DRIVE
PROJECT NUMBER
9/25/25
DP-2025-70015
JDR
03/20/26
TREES
D
TREES
KS04/22/2026 KS04/22/26
/// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// ///
/// ///
///
///
/// ///
///
///
///
///
/// ///
///
///
///
///
/// ///
///
///
/// ///
///
///
///
///
///
///
///
/// /// ///
/// /// /// ///
/// ///
///
///
1002 811.72
1003
853.97
1004
835.19
1101 825.30
1105
823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
TREES
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
GROUND OBSCURED
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
BRUSH
PARKING STRUCTURE
MH
MH
MH
MH
MH
MH
MH MH MH MH
MH
MH
MH
MHMH MH
MHMH MH MH
MH
MH
MH
MH
MH
MH
V
V
V
V
V
V
DI
DI
DI
DI
BRUSH
BRUSH
BRUSH
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
POLE
POLE
POLE
MH
MH
TREES
SHADOW AREA
SHADOW AREA
TREES
BRUSH
MH
DI
DI
MH
P
P
P
V
BRUSH BRUSH
DI
DI
SHADOW AREA
DI
DI
MH
MH
TREES
BRUSH
P
P
BRUSH
SHADOW AREA
SHADOW AREA
BRUSH
BRUSH
BRUSH
BRUSH
P
P
ROCKS
BRUSH
SHADOW AREA
DEBRIS PILE
STOP
DIRT PILES
DECK
DECK
DECK
DECK
DECK
DECK
DECK
BRUSH
BRUSH
POLE
POLE
POLE
POLE
POLE
PP
V
MH
FH
TREES
FH
MH
MH MH
FH
FH
FH
V
FH
812.2
813.7
813.7
813.4 814.5
814.4
813.3
807.2
812.9
813.5
814.7
811.7
809.3 808.7
815.5 816.5
814.7
817.6
814.5
819.6
820.3
839.2
838.7
838.5
837.2
834.5
836.4
836.4
834.5
835.5
825.2
823.6
824.4
821.5
834.3
895
890
885
880
875
870
865
860
855
850
845
840
835
825
820 820
825
815
815
850
845
840
835
830
825
820
815
810
810
810
815
820
815
815 815 815
820
815
820
825
820
825
830
835
840
830
830
845
850
855
860
865
870
875
880
885
850
840
845
835
830
830
835
835
820
820
820
820
820
825
830
825
825
826
825
SIGN
E
E
E
E
E
E
E
E
E
E COM
W
W
W
W
COM COM COM COM
COM
COM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
E
E COM COM
E
E
E
COM
E
E
COM
COM COM
COM
E
E
E
E
E
E
G
G
G
G W
W
W
COM
COM
G
G
MH
MH
MH
MH
MH
EB
EB EB
EB
EB
EB EB
EB
EB
SIG SIG
SIG
SIG
SIG SIG
SIG
SIG
SIG EB
EB EB EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
WV
EB
EB EB EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV
WV WV WV
WV WV
WV WV
WV WV WV
WV
WV
WV
WV WM WM WM WM WM
WM
WV
EB
#126
#133
#134 #135
#137
#138
#125
#136
#140
#139
#143
#132
#121
#154
#153
#152
#151
#150
#148
#147
#146
#131
#130
#129
#128
#127
#144
#141
#145
#142
#149
#1682
#90
#88
#1683
#1684
#1685
#1686
#96
#97
#1688
#1687
#86
#85
16"TREE CLUSTER
#117
#118
#119
#120
#113
#114
#115
#116
10"OAK
#107
#101
#100
#102
#106
#103
#108
#104
#105
#112
#110
#109
#36
#35
#37
#38
#39
#298
#299
#46
#45
#323
#310
#311
#319
#320
#316
#315
#314
#317
#318
#322
#325
#324
#326
#47
#52
#51
#50
#49
#48
#32
#31
#30
#33
#34
#62
#61
#59
#60
#58
#27
#28
#29
#63
#57
#26
#25
#24
#23
#54
#55
#56
#21
#20
#22
16"OAK
#18
#1720
#1712
#1713
#65
#66
#67
#69
#82
#81
#6
#7
#7a
#8
#1
#2
#3
#5
#4
#5a
#5b
#122
#123
#124
#1674
#74
#72
#70
#73
#71
#68
#11
#1706
#1731
#14
#1711
#111
#1681
#1736
#1738
#1737
#40
#41
#42
#43
#44
#302
#303
#304
#1730
#1734
#294
#297
#295
#288
#280
#283
#289
#282
#281
#306
#287
#291
#292
#307
#308
#313
#309
#290
#278
#279
3"OAK 9"TOYON
6"DEAD OAK
8" 8"
#143
#274
#275
#276
#273
#272
#285
#277
#271
#265
#264
#263#262
#261
#256
#255
#254
#257
#253
#252
#251
#250
#249
#247
#248
#246
#244
#243
#245
#239
#240
#238
#237
#236
#234
#233
#231
#230
#229
#228
#217
#224
#223
#221
#222
#220
#219
#214
#215
#216
#213
#215
#214
#216
#212
#211
#205
#210
#208
#206
10" 18"
#204
8" 6" #203
#198
197
6" #196
#191
#186
#199
#202
#194
#195
#192
#190
#200
#201
MULTIBUSH
MULTIBUSH
30"
#188
#187
#185
#184
#180
#179
#176
#174
#173
#168
#171
#172
#166
#165MULTI X7
#163
#164
#269
#167
#169
#162
#270
#161
#159
#267
#183
#53
#155
#156
#157
#158
#218
#260
#259
#258
#181
#182
6"
#209
#175
#268
#00
#000
MH
SD
SD SD
SD
SD
SD
SD
SD SD SD SD SD
W
HV 1
815.44
HV 4
852.50
HV 6
900.27
℄
OAKWOOD DRIVE
THOUSAND OAKS BOULEVARD
VENTURA FREEWAY 101
SD SD SD SD SD SD
SD
SD
SD WEST ROAD
MAIN STREET THE LAKES DRIVE
ZUNIGA RIDGE PLACE
℄
SD
SD
W W W W W W W
W
W
SD
SD
SD
SD
SD
W
W
W
W
SD
SD
SD
SD
W
W
W W
SD SD SD SD
SD SD SD SD SD
SD
SD SD SD
W
W
W
W
W
SS
SS
SS
SS
SS SS
SS SS
SS SS
0 60'
SCALE: 1"=60'
30' ENTITLEMENT SET ep 22, 2025 12:13pm, cphung
STAMP
rrmdesign.com | (805) 543-1794
AGENCY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
C1.02 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
CP JG PHASING PLAN 2A P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.02OA-PH1.dwg, PHASING PLAN, S 1105
823.67
TREES
MH
SHADOW AREA
BRUSH
MH
FH
SIG
SIG SIG
SIG
SIG
SIG EB
EB
EB
EB EB
WV WM
W WM
WM
MH
PHASE 2A (DEVELOPER DRIVEN BUILDINGS - E1, E2, E3)
SCHEDULE
CITY ISSUES RFP IN JUNE 2026
DEVELOPER SELECTED JAN 2027
18 MONTH TO PERMIT DRAWINGS JUNE 2028
BREAK GROUND OCT 2028 (NOTE THIS WAS MOVED TO START AFTER PHASE 1 HAS COMPLETED CONSTRUCTION) FINISH CONSTRUCTION (~24-36 MONTHS LATER?) APPROX. OCT 2031 WV BUILDING E2 BUILDING E1 BUILDING E3 ///
///
///
/// ///
///
/// ///
/
1101 825.30
TREES
TREES
TREES
TREES
MH
MH
FH
E
E
E E COM COM
G
G
SIG
WV WM WM WM WM WM
WM
#280
#283
#281
#278
#279
6"DEAD OAK
8"
8"
#274 #276
#285
MH
OAKWOOD DRIVE
UP WEST ROAD
MAIN STREET
PROJECT NUMBER
9/25/25
DP-2025-70015
JDR
03/20/26
TREES
D
TREES
KS04/22/26
/// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// ///
/// ///
///
///
/// ///
///
///
///
///
/// ///
///
///
///
///
/// ///
///
///
/// ///
///
///
///
///
///
///
///
/// /// ///
/// /// /// ///
/// ///
///
///
1002 811.72
1003
853.97
1004
835.19
1101 825.30
1105
823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
TREES
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
GROUND OBSCURED
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
BRUSH
PARKING STRUCTURE
MH
MH
MH
MH
MH
MH
MH MH MH MH
MH
MH
MH
MHMH MH
MHMH MH MH
MH
MH
MH
MH
MH
MH
V
V
V
V
V
V
DI
DI
DI
DI
BRUSH
BRUSH
BRUSH
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
POLE
POLE
POLE
MH
MH
TREES
SHADOW AREA
SHADOW AREA
TREES
BRUSH
MH
DI
DI
MH
P
P
P
V
BRUSH BRUSH
DI
DI
SHADOW AREA
DI
DI
MH
MH
TREES
BRUSH
P
P
BRUSH
SHADOW AREA
SHADOW AREA
BRUSH
BRUSH
BRUSH
BRUSH
P
P
ROCKS
BRUSH
SHADOW AREA
DEBRIS PILE
STOP
DIRT PILES
DECK
DECK
DECK
DECK
DECK
DECK
DECK
BRUSH
BRUSH
POLE
POLE
POLE
POLE
POLE
PP
V
MH
FH
TREES
FH
MH
MH MH
FH
FH
FH
V
FH
812.2
813.7
813.7
813.4 814.5
814.4
813.3
807.2
812.9
813.5
814.7
811.7
809.3 808.7
815.5 816.5
814.7
817.6
814.5
819.6
820.3
839.2
838.7
838.5
837.2
834.5
836.4
836.4
834.5
835.5
825.2
823.6
824.4
821.5
834.3
895
890
885
880
875
870
865
860
855
850
845
840
835
825
820 820
825
815
815
850
845
840
835
830
825
820
815
810
810
810
815
820
815
815 815 815
820
815
820
825
820
825
830
835
840
830
830
845
850
855
860
865
870
875
880
885
850
840
845
835
830
830
835
835
820
820
820
820
820
825
830
825
825
826
825
SIGN
E
E
E
E
E
E
E
E
E
E COM
W
W
W
W
COM COM COM COM
COM
COM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
E
E COM COM
E
E
E
COM
E
E
COM
COM COM
COM
E
E
E
E
E
E
G
G
G
G W
W
W
COM
COM
G
G
MH
MH
MH
MH
MH
EB
EB EB
EB
EB
EB EB
EB
EB
SIG SIG
SIG
SIG
SIG SIG
SIG
SIG
SIG EB
EB EB EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
WV
EB
EB EB EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV
WV WV WV
WV WV
WV WV
WV WV WV
WV
WV
WV
WV WM WM WM WM WM
WM
WV
EB
#126
#133
#134 #135
#137
#138
#125
#136
#140
#139
#143
#132
#121
#154
#153
#152
#151
#150
#148
#147
#146
#131
#130
#129
#128
#127
#144
#141
#145
#142
#149
#1682
#90
#88
#1683
#1684
#1685
#1686
#96
#97
#1688
#1687
#86
#85
16"TREE CLUSTER
#117
#118
#119
#120
#113
#114
#115
#116
10"OAK
#107
#101
#100
#102
#106
#103
#108
#104
#105
#112
#110
#109
#36
#35
#37
#38
#39
#298
#299
#46
#45
#323
#310
#311
#319
#320
#316
#315
#314
#317
#318
#322
#325
#324
#326
#47
#52
#51
#50
#49
#48
#32
#31
#30
#33
#34
#62
#61
#59
#60
#58
#27
#28
#29
#63
#57
#26
#25
#24
#23
#54
#55
#56
#21
#20
#22
16"OAK
#18
#1720
#1712
#1713
#65
#66
#67
#69
#82
#81
#6
#7
#7a
#8
#1
#2
#3
#5
#4
#5a
#5b
#122
#123
#124
#1674
#74
#72
#70
#73
#71
#68
#11
#1706
#1731
#14
#1711
#111
#1681
#1736
#1738
#1737
#40
#41
#42
#43
#44
#302
#303
#304
#1730
#1734
#294
#297
#295
#288
#280
#283
#289
#282
#281
#306
#287
#291
#292
#307
#308
#313
#309
#290
#278
#279
3"OAK 9"TOYON
6"DEAD OAK
8" 8"
#143
#274
#275
#276
#273
#272
#285
#277
#271
#265
#264
#263#262
#261
#256
#255
#254
#257
#253
#252
#251
#250
#249
#247
#248
#246
#244
#243
#245
#239
#240
#238
#237
#236
#234
#233
#231
#230
#229
#228
#217
#224
#223
#221
#222
#220
#219
#214
#215
#216
#213
#215
#214
#216
#212
#211
#205
#210
#208
#206
10" 18"
#204
8" 6" #203
#198
197
6" #196
#191
#186
#199
#202
#194
#195
#192
#190
#200
#201
MULTIBUSH
MULTIBUSH
30"
#188
#187
#185
#184
#180
#179
#176
#174
#173
#168
#171
#172
#166
#165MULTI X7
#163
#164
#269
#167
#169
#162
#270
#161
#159
#267
#183
#53
#155
#156
#157
#158
#218
#260
#259
#258
#181
#182
6"
#209
#175
#268
#00
#000
MH
SD
SD SD
SD
SD
SD
SD
SD SD SD SD SD
W
HV 1
815.44
HV 4
852.50
HV 6
900.27
℄
OAKWOOD DRIVE
THOUSAND OAKS BOULEVARD
VENTURA FREEWAY 101
SD SD SD SD SD SD
SD
SD
SD WEST ROAD
MAIN STREET THE LAKES DRIVE
ZUNIGA RIDGE PLACE
℄
SD
SD
W W W W W W W
W
W
SD
SD
SD
SD
SD
W
W
W
W
SD
SD
SD
SD
W
W
W W
SD SD SD SD
SD SD SD SD SD
SD
SD SD SD
W
W
W
W
W
SS
SS
SS
SS
SS SS
SS SS
SS SS
0 60'
SCALE: 1"=60'
30' ENTITLEMENT SET ep 22, 2025 12:13pm, cphung
STAMP
rrmdesign.com | (805) 543-1794
AGENCY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
C1.03 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
CP JG PHASING PLAN 2B P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.03OA-PH1.dwg, PHASING PLAN, S
PROJECT NUMBER
9/25/25
DP-2025-70015
TREES
TREES
TREES
TREES
TREES
MH
V
P
P
BRUSH
BRUSH
P
P
H
EB
EB
EB
EB
EB
EB
EB
SIG SIG
SIG
EB
EB
EB
EB
EB
EB EB
WV
WVWV
WV WV
WV
WV
WV
WV
WV
EB
UP
PHASE 2B (PARK + RESTAURANT AND FRONTAGE + TRASH CART PATH)
SCHEDULE
CITY ISSUES RFP IN JUNE 2026 (GROUND LEASE FOR RESTAURANT) DEVELOPER SELECTED JAN 2027
18 MONTH TO PERMIT DRAWINGS JUNE 2028
BREAK GROUND OCT 2028 (NOTE THIS WAS MOVED TO START AFTER PHASE 1 HAS COMPLETED CONSTRUCTION) FINISH CONSTRUCTION (~24-36 MONTHS LATER?) APPROX. OCT 2031 ///
///
///
/// ///
///
/// ///
/
1101 825.30
TREES
TREES
TREES
TREES
MH
MH
FH
E
E
E E COM COM
G
G
SIG
WV WM WM WM WM WM
WM
#280
#283
#281
#278
#279
6"DEAD OAK
8"
8"
#274 #276
#285
MH
OAKWOOD DRIVE
UP WEST ROAD
MAIN STREET
WV
CARPENTER
PARK BLDG B1
TRASH CART
PATH
JDR
03/20/26
TREES
D
TREES
KS04/22/26
/// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// ///
/// ///
///
///
/// ///
///
///
///
///
/// ///
///
///
///
///
/// ///
///
///
/// ///
///
///
///
///
///
///
///
/// /// ///
/// /// /// ///
/// ///
///
///
1002 811.72
1003
853.97
1004
835.19
1101 825.30
1105
823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
TREES
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
GROUND OBSCURED
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
BRUSH
PARKING STRUCTURE
MH
MH
MH
MH
MH
MH
MH MH MH MH
MH
MH
MH
MHMH MH
MHMH MH MH
MH
MH
MH
MH
MH
MH
V
V
V
V
V
V
DI
DI
DI
DI
BRUSH
BRUSH
BRUSH
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
POLE
POLE
POLE
MH
MH
TREES
SHADOW AREA
SHADOW AREA
TREES
BRUSH
MH
DI
DI
MH
P
P
P
V
BRUSH BRUSH
DI
DI
SHADOW AREA
DI
DI
MH
MH
TREES
BRUSH
P
P
BRUSH
SHADOW AREA
SHADOW AREA
BRUSH
BRUSH
BRUSH
BRUSH
P
P
ROCKS
BRUSH
SHADOW AREA
DEBRIS PILE
STOP
DIRT PILES
DECK
DECK
DECK
DECK
DECK
DECK
DECK
BRUSH
BRUSH
POLE
POLE
POLE
POLE
POLE
PP
V
MH
FH
TREES
FH
MH
MH MH
FH
FH
FH
V
FH
812.2
813.7
813.7
813.4 814.5
814.4
813.3
807.2
812.9
813.5
814.7
811.7
809.3 808.7
815.5 816.5
814.7
817.6
814.5
819.6
820.3
839.2
838.7
838.5
837.2
834.5
836.4
836.4
834.5
835.5
825.2
823.6
824.4
821.5
834.3
895
890
885
880
875
870
865
860
855
850
845
840
835
825
820 820
825
815
815
850
845
840
835
830
825
820
815
810
810
810
815
820
815
815 815 815
820
815
820
825
820
825
830
835
840
830
830
845
850
855
860
865
870
875
880
885
850
840
845
835
830
830
835
835
820
820
820
820
820
825
830
825
825
826
825
SIGN
E
E
E
E
E
E
E
E
E
E COM
W
W
W
W
COM COM COM COM
COM
COM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
E
E COM COM
E
E
E
COM
E
E
COM
COM COM
COM
E
E
E
E
E
E
G
G
G
G W
W
W
COM
COM
G
G
MH
MH
MH
MH
MH
EB
EB EB
EB
EB
EB EB
EB
EB
SIG SIG
SIG
SIG
SIG SIG
SIG
SIG
SIG EB
EB EB EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
WV
EB
EB EB EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV
WV WV WV
WV WV
WV WV
WV WV WV
WV
WV
WV
WV WM WM WM WM WM
WM
WV
EB
#126
#133
#134 #135
#137
#138
#125
#136
#140
#139
#143
#132
#121
#154
#153
#152
#151
#150
#148
#147
#146
#131
#130
#129
#128
#127
#144
#141
#145
#142
#149
#1682
#90
#88
#1683
#1684
#1685
#1686
#96
#97
#1688
#1687
#86
#85
16"TREE CLUSTER
#117
#118
#119
#120
#113
#114
#115
#116
10"OAK
#107
#101
#100
#102
#106
#103
#108
#104
#105
#112
#110
#109
#36
#35
#37
#38
#39
#298
#299
#46
#45
#323
#310
#311
#319
#320
#316
#315
#314
#317
#318
#322
#325
#324
#326
#47
#52
#51
#50
#49
#48
#32
#31
#30
#33
#34
#62
#61
#59
#60
#58
#27
#28
#29
#63
#57
#26
#25
#24
#23
#54
#55
#56
#21
#20
#22
16"OAK
#18
#1720
#1712
#1713
#65
#66
#67
#69
#82
#81
#6
#7
#7a
#8
#1
#2
#3
#5
#4
#5a
#5b
#122
#123
#124
#1674
#74
#72
#70
#73
#71
#68
#11
#1706
#1731
#14
#1711
#111
#1681
#1736
#1738
#1737
#40
#41
#42
#43
#44
#302
#303
#304
#1730
#1734
#294
#297
#295
#288
#280
#283
#289
#282
#281
#306
#287
#291
#292
#307
#308
#313
#309
#290
#278
#279
3"OAK 9"TOYON
6"DEAD OAK
8" 8"
#143
#274
#275
#276
#273
#272
#285
#277
#271
#265
#264
#263#262
#261
#256
#255
#254
#257
#253
#252
#251
#250
#249
#247
#248
#246
#244
#243
#245
#239
#240
#238
#237
#236
#234
#233
#231
#230
#229
#228
#217
#224
#223
#221
#222
#220
#219
#214
#215
#216
#213
#215
#214
#216
#212
#211
#205
#210
#208
#206
10" 18"
#204
8" 6" #203
#198
197
6" #196
#191
#186
#199
#202
#194
#195
#192
#190
#200
#201
MULTIBUSH
MULTIBUSH
30"
#188
#187
#185
#184
#180
#179
#176
#174
#173
#168
#171
#172
#166
#165MULTI X7
#163
#164
#269
#167
#169
#162
#270
#161
#159
#267
#183
#53
#155
#156
#157
#158
#218
#260
#259
#258
#181
#182
6"
#209
#175
#268
#00
#000
MH
SD
SD SD
SD
SD
SD
SD
SD SD SD SD SD
W
HV 1
815.44
HV 4
852.50
HV 6
900.27
℄
OAKWOOD DRIVE
THOUSAND OAKS BOULEVARD
VENTURA FREEWAY 101
SD SD SD SD SD SD
SD
SD
SD WEST ROAD
MAIN STREET THE LAKES DRIVE
ZUNIGA RIDGE PLACE
℄
SD
SD
W W W W W W W
W
W
SD
SD
SD
SD
SD
W
W
W
W
SD
SD
SD
SD
W
W
W W
SD SD SD SD
SD SD SD SD SD
SD
SD SD SD
W
W
W
W
W
SS
SS
SS
SS
SS SS
SS SS
SS SS
0 60'
SCALE: 1"=60'
30' ENTITLEMENT SET ep 22, 2025 12:13pm, cphung
STAMP
rrmdesign.com | (805) 543-1794
AGENCY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
C1.04 ENTITLEMENT SET 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
CP JG PHASING PLAN 2C P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.04OA-PH1.dwg, PHASING PLAN, S
PROJECT NUMBER
9/25/25
DP-2025-70015
TREES
TREES
DI
SHADOW AREA
TREES
DECK
DECK DECK
DECK
DECK
EB
EB
B EB
EB
EB
EB
EB
PHASE 2C (ADAPTIVE REUSE)
SCHEDULE
AMENDMENT TO TEAM ISSUED JUNE 2026
18 MONTHS TO PERMIT DRAWINGS (END OF 2027)
MOVE OUT OF CITY STAFF BY DECEMBER 2027 (INTERIOR DEMOLITION FROM DECEMBER 2027 TO OCT 2028) START CONSTRUCTION OCT 2028 (NOTE THIS WAS MOVED TO START AFTER PHASE 1 HAS COMPLETED CONSTRUCTION) FINISH CONSTRUCTION (~36 MONTHS LATER?) APPROX. OCT 2031 ///
///
///
/// ///
///
/// ///
/
1101 825.30
TREES
TREES
TREES
TREES
MH
MH
FH
E
E
E E COM COM
G
G
SIG
WV WM WM WM WM WM
WM
#280
#283
#281
#278
#279
6"DEAD OAK
8"
8"
#274 #276
#285
MH
OAKWOOD DRIVE
UP WEST ROAD
MAIN STREET
WV
ADAPTIVE
REUSE
JDR
03/20/26
TREES
D
TREES
KS04/22/26
/// /// /// /// /// /// /// /// ///
/// /// /// /// /// /// /// /// /// /// /// ///
/// ///
///
///
/// ///
///
///
///
///
/// ///
///
///
///
///
/// ///
///
///
/// ///
///
///
///
///
///
///
///
/// /// ///
/// /// /// ///
/// ///
///
///
1002 811.72
1003
853.97
1004
835.19
1101 825.30
1105
823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
TREES
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
SHADOW AREA
GROUND OBSCURED
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
BRUSH
PARKING STRUCTURE
MH
MH
MH
MH
MH
MH
MH MH MH MH
MH
MH
MH
MHMH MH
MHMH MH MH
MH
MH
MH
MH
MH
MH
V
V
V
V
V
V
DI
DI
DI
DI
BRUSH
BRUSH
BRUSH
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
POLE
POLE
POLE
MH
MH
TREES
SHADOW AREA
SHADOW AREA
TREES
BRUSH
MH
DI
DI
MH
P
P
P
V
BRUSH BRUSH
DI
DI
SHADOW AREA
DI
DI
MH
MH
TREES
BRUSH
P
P
BRUSH
SHADOW AREA
SHADOW AREA
BRUSH
BRUSH
BRUSH
BRUSH
P
P
ROCKS
BRUSH
SHADOW AREA
DEBRIS PILE
STOP
DIRT PILES
DECK
DECK
DECK
DECK
DECK
DECK
DECK
BRUSH
BRUSH
POLE
POLE
POLE
POLE
POLE
PP
V
MH
FH
TREES
FH
MH
MH MH
FH
FH
FH
V
FH
812.2
813.7
813.7
813.4 814.5
814.4
813.3
807.2
812.9
813.5
814.7
811.7
809.3 808.7
815.5 816.5
814.7
817.6
814.5
819.6
820.3
839.2
838.7
838.5
837.2
834.5
836.4
836.4
834.5
835.5
825.2
823.6
824.4
821.5
834.3
895
890
885
880
875
870
865
860
855
850
845
840
835
825
820 820
825
815
815
850
845
840
835
830
825
820
815
810
810
810
815
820
815
815 815 815
820
815
820
825
820
825
830
835
840
830
830
845
850
855
860
865
870
875
880
885
850
840
845
835
830
830
835
835
820
820
820
820
820
825
830
825
825
826
825
SIGN
E
E
E
E
E
E
E
E
E
E COM
W
W
W
W
COM COM COM COM
COM
COM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
E
E COM COM
E
E
E
COM
E
E
COM
COM COM
COM
E
E
E
E
E
E
G
G
G
G W
W
W
COM
COM
G
G
MH
MH
MH
MH
MH
EB
EB EB
EB
EB
EB EB
EB
EB
SIG SIG
SIG
SIG
SIG SIG
SIG
SIG
SIG EB
EB EB EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
WV
EB
EB EB EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV
WV WV WV
WV WV
WV WV
WV WV WV
WV
WV
WV
WV WM WM WM WM WM
WM
WV
EB
#126
#133
#134 #135
#137
#138
#125
#136
#140
#139
#143
#132
#121
#154
#153
#152
#151
#150
#148
#147
#146
#131
#130
#129
#128
#127
#144
#141
#145
#142
#149
#1682
#90
#88
#1683
#1684
#1685
#1686
#96
#97
#1688
#1687
#86
#85
16"TREE CLUSTER
#117
#118
#119
#120
#113
#114
#115
#116
10"OAK
#107
#101
#100
#102
#106
#103
#108
#104
#105
#112
#110
#109
#36
#35
#37
#38
#39
#298
#299
#46
#45
#323
#310
#311
#319
#320
#316
#315
#314
#317
#318
#322
#325
#324
#326
#47
#52
#51
#50
#49
#48
#32
#31
#30
#33
#34
#62
#61
#59
#60
#58
#27
#28
#29
#63
#57
#26
#25
#24
#23
#54
#55
#56
#21
#20
#22
16"OAK
#18
#1720
#1712
#1713
#65
#66
#67
#69
#82
#81
#6
#7
#7a
#8
#1
#2
#3
#5
#4
#5a
#5b
#122
#123
#124
#1674
#74
#72
#70
#73
#71
#68
#11
#1706
#1731
#14
#1711
#111
#1681
#1736
#1738
#1737
#40
#41
#42
#43
#44
#302
#303
#304
#1730
#1734
#294
#297
#295
#288
#280
#283
#289
#282
#281
#306
#287
#291
#292
#307
#308
#313
#309
#290
#278
#279
3"OAK 9"TOYON
6"DEAD OAK
8" 8"
#143
#274
#275
#276
#273
#272
#285
#277
#271
#265
#264
#263#262
#261
#256
#255
#254
#257
#253
#252
#251
#250
#249
#247
#248
#246
#244
#243
#245
#239
#240
#238
#237
#236
#234
#233
#231
#230
#229
#228
#217
#224
#223
#221
#222
#220
#219
#214
#215
#216
#213
#215
#214
#216
#212
#211
#205
#210
#208
#206
10" 18"
#204
8" 6" #203
#198
197
6" #196
#191
#186
#199
#202
#194
#195
#192
#190
#200
#201
MULTIBUSH
MULTIBUSH
30"
#188
#187
#185
#184
#180
#179
#176
#174
#173
#168
#171
#172
#166
#165MULTI X7
#163
#164
#269
#167
#169
#162
#270
#161
#159
#267
#183
#53
#155
#156
#157
#158
#218
#260
#259
#258
#181
#182
6"
#209
#175
#268
#00
#000
MH
SD
SD SD
SD
SD
SD
SD
SD SD SD SD SD
W
HV 1
815.44
HV 4
852.50
HV 6
900.27
℄
OAKWOOD DRIVE
THOUSAND OAKS BOULEVARD
VENTURA FREEWAY 101
SD SD SD SD SD SD
SD
SD
SD WEST ROAD
MAIN STREET THE LAKES DRIVE
ZUNIGA RIDGE PLACE
℄
SD
SD
W W W W W W W
W
W
SD
SD
SD
SD
SD
W
W
W
W
SD
SD
SD
SD
W
W
W W
SD SD SD SD
SD SD SD SD SD
SD
SD SD SD
W
W
W
W
W
SS
SS
SS
SS
SS SS
SS SS
SS SS
0 60'
SCALE: 1"=60'
30' ENTITLEMENT SET p 22, 2025 12:13pm, cphung
STAMP
rrmdesign.com | (805) 543-1794
AGENCY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
C1.05 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
CP JG PHASING PLAN 3 P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.05OA-PH1.dwg, PHASING PLAN,
PROJECT NUMBER
9/25/25
DP-2025-70015
TREES
TREES
TREES
TREES
TREES
MH
V
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
V
V
837.2
836.4
834.5
825.2
MH
EB
WV
WV WV
///
///
///
/// ///
///
/// ///
/
1101 825.30
TREES
TREES
TREES
TREES
MH
MH
FH
E
E
E E COM COM
G
G
SIG
WV WM WM WM WM WM
WM
#280
#283
#281
#278
#279
6"DEAD OAK
8"
8"
#274 #276
#285
MH
OAKWOOD DRIVE
UP WEST ROAD
MAIN STREET
WV
PHASE 3 (AMPHITHEATRE)
SCHEDULE
START CONSTRUCTION JUNE 2030
FINISH CONSTRUCTION (~18 MONTHS LATER?) APPROX. JAN 2032 1105
823.67
TREES
MH
SHADOW AREA
BRUSH
MH
FH
SIG
SIG SIG
SIG
SIG
SIG EB
EB
EB
EB EB
WV WM
W WM
WM
MH
TREES
TREES
DI
SHADOW AREA
TREES
DECK
DECK
DECK
DECK
DECK
EB
EB
B EB
EB
EB
EB
EB
TREES
TREES
TREES
TREES
TREES
MH
V
P
P
BRUSH
BRUSH
P
P
H
EB
EB
EB
EB
EB
EB
EB
SIG SIG
SIG
EB
EB
EB
EB
EB
EB EB
WV
WVWV
WV WV
WV
WV
WV
WV
WV
EB
UP
BLDG B2
JDR
03/20/26
TREES
D
TREES
KS04/22/26
///
///
///
///
///
///
///
///
///
/// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
/// ///
///
///
///
///
///
///
///
///
///
1003 853.97 1004 835.19
1101 825.30
1105 823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
BRUSH
PARKING STRUCTURE
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MHMH
MH
MHMH
MH
MH
MH
MH
MH MHMH
MH V V V VV V DI DI DI DI BRUSH BRUSH BRUSH
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
SHADOW AREA
TREES
BRUSH
MH
MH P P PV BRUSH
BRUSH
DI
DI
MH
MH
TREES
BRUSH P P BRUSH BRUSH P P BRUSH DECK DECK
DECK
DECK
DECK
BRUSH
BRUSH
POLE POLE
POLE
POLE
POLE PP V MH
MH
MH
FH
FH V FH
815.5
816.5
817.6
839.2
838.7
838.5
837.2
834.5
836.4
836.4
834.5
835.5
825.2
834.3
SIGN E E
COM COM COM COM
COM
COM E E E E E E E E COM COM E COM COM COM COM
COM E E E E E E G G G G W W W COM COM G G SD SD SD SD MH MH
MH
MH
EB
SIG SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG EB EB EB EB EB EB
EB
WV
EB
EB EB
EB EB
WV
WVWV
WV WV
WV
WV
WV
WV
WV
WV WV
WV
WV
WV
WV
WV
WV WV
WV
WV
WV
WV WM WMWM WM WM
WM
WV E MH SD SD SD SD SD SD SD SD HV 1 815.44
HV 3 846.93
HV 4 852.50
HV 5 873.22 ℄ OAKWOOD DRIVE
THOUSAND OAKS BOULEVARD
CONEJO SCHOOL ROAD ℄
SD SD SD SD SD SD
SD
SD
SD
SD
SD W W W W W W W SD SD SD SD SD
W
W
W W SD SD SD
SD W W W W
SD SD SD SD
SD SD SD SD SD SD
SD
SD SD SD W W W W W SS
SS SS SS SSSS SS SS
SS SS
SD
SS
UP WEST ROAD MAIN STREET
LAKES DRIVE STOP
STOP STOP
STOP
STOP STOP
STOP STOP STOP STOP STOP STOP DALLAS DRIVE VENTURA FREEWAY 101
OAKWOOD DRIVE
///
/// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
TREES
TREES
SHADOW AREA
SHADOW AREA
SHADOW AREA
TREES
MH
DI
DI SHADOW AREA
STOP
SHADOW AREA
DIRT PILES
MH
SS
SS
SS
SS
SD SD
ZUNIGA RIDGE
SD ℄ PLACE ℄OAKWOOD DRIVE 0 60'
SCALE: 1"=60'
30'
C1.06
C1.11
C1.21
C1.31
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.06OA-PH1.dwg, C1.06 KEY MAP, Mar 20, 2026 1:53pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR KEY MAP
C1.12
C1.22
C1.32
C1.13
C1.23
C1.33
C1.14
C1.24
C1.34
C1.25
PARCEL 2
1.315 AC. PARCEL 4
1.303 AC.
PARCEL 9
1.822 AC.
PARCEL 3
1.035 AC.
PARCEL 1 7.332 AC.
PARCEL 8
1.352 AC.
PARCEL 6
1.622 AC.
PARCEL 7
0.256 AC.
PARCEL 5
1.603 AC.
PARCEL 1 7.332 AC.
PARCEL 5
1.603 AC.
JDR
KS04/22/26
HV 1
815.44 DALLAS DRIVE
℄
THOUSAND OAKS BOULEVARD
MATCH LINE - SEE SHEET C1.13 FOR CONTINUATION MATCH LINE - SEE SHEET C1.12 FOR CONTINUATION W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E E
E
E
E E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E E E
E E
E
E
E
E
E
/// ///
/// ///
/// ///
/// ///
/// ///
1105
823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
BRUSH
BRUSH
TREES
SHADOW AREA
GROUND OBSCURED
TREES
MH
MH
MH MH MH MH
MH
MH
DI
POLE
POLE
POLE
MH
MH
TREES
SHADOW AREA
BRUSH
MH
DI
DI
MH
TREES
FH
MH
MH MH
FH
812.2
813.7
813.7
813.4
814.5
814.4
813.3
814.7
815.5 816.5
814.7
817.6
814.5
819.6
820.3
815
815 815 815
820
815
820
825
820
835
830
825
826
W
E
E
E E
E
E
E E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E E E COM COM
COM
WCOM
W
W
W
W
W
W
W
W
W
W
W
W
COM COM COM COM
E E
W
E
E
E
E COM COM
COM COM COM
COM COM COM
E
MH
SIG
SIG SIG
SIG
SIG
SIG EB
EB
EB
EB
WV EB
WV
WV WMWMWM WM WM
WM
WV
MH
1 / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/
/
/
/ /
/ / / /
/
/ / / / / / / / / / / / / / / / / /
/ / /
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ / / / / / / / / /
/ / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / /
/
/
/
/
/
/
/ /
/ / / / / / / / /
/
/
/
/ / /
/ / /
/
/ / / /
/
/
/
/ / / / / /
/
/ / / / / / /
/ / / / / /
/ / / / / /
/ /
/
/
/
/ /
/ / /
/ / / /
/ / / / / / / / / / / / / / / / / / / / / /
/
/ /
/
/
/
/
/
/
/
/
/
/
/ / / /
/ / / / / / / / / / / / / / /
/ / / / /
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / /
/
/
/ / / / / / / /
/ / / /
/ / / / / / / / /
/ / /
/ /
/
1 1
1 1
1 1
1 1
9 11
3 10 7
8 7
11 6
7 2
8 7
14 2
14 11
8 1
3 11
11 7
12 1
3 3
12 7 8
2 3
1 8
1 8
12 11
3 1
3 8
3 4
1 8
8 8
3 3
12 11
11 7
1 3
3 3
7 7
1 3
8 11
8 5
8 3
3 3
17 15
16 9
15 16
15 15
9 8
8 8
15 3
3 3
3 3
15 15
15 15
3 8
15 3
1 1
1 1
1 3
15 3 3
3 2
8 12
1 1
1 1
1 1
1 22
21 21
/ / / /
/ / / / /
/ / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
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/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ /
/ / / / / / / / / /
/
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/
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/
/
/
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/
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/
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/
/
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / /
/
/
/ / / / / /
/
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ /
18 / /
/ /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/
/ / / / / / / / / /
/ / /
/
/ / / / / / / / /
5 18
/
/
/ / / / / / / / /
/
/ / / / / /
15 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 15 1
18 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/
/
/
/
/
/
/
/
/
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/
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/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ /
/
/
/
/
/
/
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/
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/
/
/
/ / / / / / / /
/ /
/ / / / / / / / / /
/
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/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / /
/
/
/ / / / / / / / / / / /
/ /
/
/
/
/
1 1
1 1
1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ /
/ / / / / / / / / /
/
/ /
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / /
/ / / / /
/ / / /
/
/ / / /
/ / / / / / / / / / / / / / / / / / /
/
/
/ / / /
/
/
/ / / / / / / / / / / / / / /
/
/
/
/
/
/
/ / / / / / / / / / / / /
/ / / /
/
/
/ / / / / / / / / / / / / / / / / / /
/ /
/ / / / / / / / / /
/
/ / / /
/ / / / /
/ / /
21 21
21 21
21 21
21 / / /
7 7
21 21
21 21
ALL EXISTING PARCELS UPDATED PER
TTM NO. 2025-70003
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.11XD-PH1.dwg, C1.11, Mar 20, 2026 1:53pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
CP JDR
C1.11DEMOLITION PLAN
1. CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE. THE
CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITIES, STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN.
2. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES
NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK.
5. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY.
6. DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND.
7. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS.
8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION.
9. DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE.
10. THE CONTRACTOR SHALL VERIFY THE LOCATION AND QUANTITY OF EXISTING SURFACE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE FOR ANY UNIDENTIFIED UTILITIES, IMPROVEMENTS, TREES, ETC. TO BE DEMOLISHED AND REMOVED WITHIN THE DEMOLITION LIMIT LINE, INCLUDING APPURTENANT FOUNDATIONS OR SUPPORTS.
11. DEMOLITION CALLOUTS IN THIS SECTION ARE REPRESENTATIVE OF WHAT IS TO BE DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH PIPE, CATCH BASIN, MANHOLE, VAULT, ETC. THAT IS TO BE DEMOLISHED, REMOVED AND DISPOSED OF.
12. CONTRACTOR TO VERIFY LOCATION OF ALL KPFF DRAWN EXISTING UTILITIES BEFORE DEMOLITION OR EXCAVATION.
GENERAL DEMOLITION NOTES: LEGEND:
PROTECT-IN-PLACE
TREE
EXISTING BUILDING TO BE
REMODELED
EXISTING RAMP
EXISTING TREE GARDEN
EXISTING MANHOLE
EXISTING BUILDING
EXISTING EASEMENT PER TTM
2025-70003
DEMOLISH & REMOVE - PHASE 1
TREE
EXISTING BUILDING
EXISTING LIGHT POST
EXISTING FIRE HYDRANT
EXISTING FLAG POST
EXISTING BENCH
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING DRAIN INLET
EXISTING TRASH BIN ENCLOSURE
EXISTING CONCRETE CURB
EXISTING WALL
EXISTING BOLLARD
EXISTING SIGN
EXISTING UTILITY
EXISTING CATCH BASIN
EXISTING 8'X12' RCB
EXISTING FENCE
EXISTING BUILDING WING
EXISTING CONCRETE WALL WITH LED SIGN
EXISTING EASEMENT PER TTM 2025-70003
EXISTING UTILITY METER
DEMOLITION NOTES:
LIMIT LINE OF DEMOLITION
PROPERTY LINE
/ / / / DEMOLITION LINE
DEMOLISH & REMOVE - PHASE 2
N
0 20'
SCALE: 1"=20'
10'
KS04/22/26
℄
THOUSAND OAKS BOULEVARD
TREES
TREES
TREES TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
MH
MH
MH
MH
MHMH
MH
MH
MH
MH
MH
V
V
V
ROCKS
ROCKS
ROCKS
ROCKS
ROCKS
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
P
P
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
P
P
ROCKS
BRUSH
DECK
DECK
DECK
DECK
POLE
POLE
POLE
POLE
FH
825.2
823.6
824.4
821.5
830
820
820
820
820
820 830
825
825
825
COM COM COM COM COM COM COM COM COM COM
COM
COM COM COM COM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
E
E E
E
E
E
E
E
E
E
E
COM
COM
E
E
MH
EB
EB
EB
EB
EB EB
EB
EB
SIG
SIG
SIG
EB EB EB
EB
EB
EB
EB
EB
EB
EB
EB
EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV
EB
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD
MATCH LINE - SEE SHEET C1.14 FOR CONTINUATION MATCH LINE - SEE SHEET C1.11 FOR CONTINUATION E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
/ / / /
/ / / / / / / /
1 1
1 1
1 1
1 1
1 1
1 1
1 3
20 15
1 3
3 3
8 3
3 8
3 3
1 2
2 1
1 17
3 8
1 8
8 8
3 3
3 8
3 18
1 1
3 3
3 8
3 3
3 8
3 3
3 8
12 19
19 8
3 1
1 1
LIMIT OF BUILDING
DEMOLITION
8 1
1 1
1 21
21 21
1 / / / / /
/
/
/
/
/
/ / /
/
/
/ /
/
/
/
/ / / / /
/ / /
/ / / / / / / / / /
/ / / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / / /
/ /
/
/
/
/
/
3 / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / /
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / /
/ / /
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / /
/ / /
/ / / /
/ / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ / /
/ / / /
/ /
/
/
/
/
/ /
/
/ / / / / / / / / / / / /
/ / /
/
/
/
/
/
/
/
/ / /
/
/
/ /
/
/
/
/ / / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / / /
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ / / /
/
/
/
/
/
/ / / / / / / / / / / / / / /
/
/
/
/ /
/ /
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/
/
/
/
/
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/
/
/
/
/
/
/
/
/
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/
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/
/ /
/ /
/ /
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/ /
/ /
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/ /
/
/
/
/
/ / /
/ /
/ /
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/ /
/
/
/
/ / / / /
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / /
/
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/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
1 1
3 2
2 / / / / / / / /
/ / / /
/ / / / /
/ / / /
/
/ / / / / / / / / / / / / / / / / / / / / / / /
7 P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.12XD-PH1.dwg, C1.12, Mar 20, 2026 1:50pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
CP JDR
C1.12DEMOLITION PLAN
1. CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE. THE
CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITIES, STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN.
2. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES
NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK.
5. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY.
6. DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND.
7. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS.
8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION.
9. DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE.
10. THE CONTRACTOR SHALL VERIFY THE LOCATION AND QUANTITY OF EXISTING SURFACE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE FOR ANY UNIDENTIFIED UTILITIES, IMPROVEMENTS, TREES, ETC. TO BE DEMOLISHED AND REMOVED WITHIN THE DEMOLITION LIMIT LINE, INCLUDING APPURTENANT FOUNDATIONS OR SUPPORTS.
11. DEMOLITION CALLOUTS IN THIS SECTION ARE REPRESENTATIVE OF WHAT IS TO BE DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH PIPE, CATCH BASIN, MANHOLE, VAULT, ETC. THAT IS TO BE DEMOLISHED, REMOVED AND DISPOSED OF.
12. CONTRACTOR TO VERIFY LOCATION OF ALL KPFF DRAWN EXISTING UTILITIES BEFORE DEMOLITION OR EXCAVATION.
GENERAL DEMOLITION NOTES: LEGEND:
PROTECT-IN-PLACE
TREE
EXISTING BUILDING TO BE
REMODELED
EXISTING RAMP
EXISTING TREE GARDEN
EXISTING MANHOLE
EXISTING BUILDING
EXISTING EASEMENT PER TTM
2025-70003
DEMOLISH & REMOVE - PHASE 1
TREE
EXISTING BUILDING
EXISTING LIGHT POST
EXISTING FIRE HYDRANT
EXISTING FLAG POST
EXISTING BENCH
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING DRAIN INLET
EXISTING TRASH BIN ENCLOSURE
EXISTING CONCRETE CURB
EXISTING WALL
EXISTING BOLLARD
EXISTING SIGN
EXISTING UTILITY
EXISTING CATCH BASIN
EXISTING 8'X12' RCB
EXISTING FENCE
EXISTING BUILDING WING
EXISTING CONCRETE WALL WITH LED SIGN
EXISTING EASEMENT PER TTM 2025-70003
EXISTING UTILITY METER
DEMOLITION NOTES:
LIMIT LINE OF DEMOLITION
PROPERTY LINE
/ / / / DEMOLITION LINE
DEMOLISH & REMOVE - PHASE 2
N
0 20'
SCALE: 1"=20'
10'
KS04/22/26
℄
OAKWOOD DRIVE
VENTURA FREEWAY 101
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
/// ///
///
/// ///
/// /// ///
/// /// ///
///
///
///
///
///
///
/// /// ///
///
///
///
///
///
/// ///
1101 825.30
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
SHADOW AREA
PARKING STRUCTURE
DI
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
SHADOW AREA
TREES
SHADOW AREA
SHADOW AREA
895
890
885
880
875
870
865
860
855
850
845
840
835
825
820
820
825
830
840
830
845
850
855
860
865
870
875
880
885
SIGN
E
E
E
E
W
E
E
G
G
G
G
G
G
G
EB
EB EB
WV
JUV. MULTI TOYON
W
G
G
G
G
G
G
G EB
E
E
E
E
E
E
SD
SD
SD
SD 10'' W 10'' W 10'' W 10'' W 4'' SD 4'' SD
6'' SD
6'' SD 6'' SD 6'' SD 6'' SD 6'' SD
8'' W
8'' W 8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W 30'' SD 30'' SD 30'' SD 30'' SD 30'' SD 30'' SD 30'' SD 30'' SD 30'' SD
30'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
/ / / / /
/
/
/
/
/
/
/ / / /
/
/
/
/ / / / /
/
/
/
/ / / / / / / / / / / / / / / / /
/
/
/
/
/
/
/ / / / / / / /
/ / /
/ / / / / /
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/
/ / / / / /
/
/
/
/
/
/
/
1 1
1 1
1 7
1 1
1 1
1 1
1 1
1 1
1 1 1
1 1
1 1
7 1
3 12
8 8
8 13
TYP.
13 TYP.
2 7
18 18
12 11
15 11
3 22
/ / / / / / / /
/ / / / / / / / / / /
15 15
15 / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/
/
/
/
/
/
/
/ /
1 1
1 / / / /
/ /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/
/
/
/
/
/ / / / / / / / / / / / / /
/ /
/ / / / / / / / / /
/
/ /
/ / / / / / / / / /
/
/ / / / / / / / / / /
/
/
/
/
/
/
/
/ / / / / / / / / / /
/
/ / /
/ /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / /
/
21 21
21 21
21 21
21 21 P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.13XD-PH1.dwg, C1.13, Mar 20, 2026 1:49pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
CP JDR
C1.13DEMOLITION PLAN
1. CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE. THE
CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITIES, STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN.
2. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES
NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK.
5. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY.
6. DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND.
7. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS.
8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION.
9. DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE.
10. THE CONTRACTOR SHALL VERIFY THE LOCATION AND QUANTITY OF EXISTING SURFACE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE FOR ANY UNIDENTIFIED UTILITIES, IMPROVEMENTS, TREES, ETC. TO BE DEMOLISHED AND REMOVED WITHIN THE DEMOLITION LIMIT LINE, INCLUDING APPURTENANT FOUNDATIONS OR SUPPORTS.
11. DEMOLITION CALLOUTS IN THIS SECTION ARE REPRESENTATIVE OF WHAT IS TO BE DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH PIPE, CATCH BASIN, MANHOLE, VAULT, ETC. THAT IS TO BE DEMOLISHED, REMOVED AND DISPOSED OF.
12. CONTRACTOR TO VERIFY LOCATION OF ALL KPFF DRAWN EXISTING UTILITIES BEFORE DEMOLITION OR EXCAVATION.
GENERAL DEMOLITION NOTES: LEGEND:
PROTECT-IN-PLACE
TREE
EXISTING BUILDING TO BE
REMODELED
EXISTING RAMP
EXISTING TREE GARDEN
EXISTING MANHOLE
EXISTING BUILDING
EXISTING EASEMENT PER TTM
2025-70003
DEMOLISH & REMOVE - PHASE 1
TREE
EXISTING BUILDING
EXISTING LIGHT POST
EXISTING FIRE HYDRANT
EXISTING FLAG POST
EXISTING BENCH
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING DRAIN INLET
EXISTING TRASH BIN ENCLOSURE
EXISTING CONCRETE CURB
EXISTING WALL
EXISTING BOLLARD
EXISTING SIGN
EXISTING UTILITY
EXISTING CATCH BASIN
EXISTING 8'X12' RCB
EXISTING FENCE
EXISTING BUILDING WING
EXISTING CONCRETE WALL WITH LED SIGN
EXISTING EASEMENT PER TTM 2025-70003
EXISTING UTILITY METER
DEMOLITION NOTES:
LIMIT LINE OF DEMOLITION
PROPERTY LINE
/ / / / DEMOLITION LINE
DEMOLISH & REMOVE - PHASE 2
N
0 20'
SCALE: 1"=20'
10'
KS04/22/26
HV 4
852.50
VENTURA FREEWAY 101
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
SHADOW AREA
MHMH MH
MH
V
V
V
DI
DI
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
TREES
DI
DI
MH
MH
BRUSH
DECK DECK
DECK
DECK
BRUSH
V
FH
V
FH
838.7
837.2
834.5
836.4
834.5
835.5
834.3
850
845
835
830
830
835
835
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COM
COM
COM
COM
E
E
E
E
E
E
E
W
W
W
COM COM
COM
COM
COM
COM
COM
COM
COM
COM
COM COME
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
W G W
W
W
W
W
W
W
W
W
W
W
W
COM
COM
COM
COM
COM
COM
W
E
MH
MH
WV WV WV
WV WV
WV WV
WV
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD
W
W
W
W
JUV. COAST OAKS
JUV. VALLEY OAKS
JUV. COAST OAK
JUV. COAST OAK
SD
SD
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E 4'' SD 4'' SD
6'' SD 6'' SD
12'' SD
12'' SD
12'' SD
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W 12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
2 18
LIMIT OF BUILDING
DEMOLITION
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / /
/
/
/
/
/
/
/
/ /
/ / / /
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/ / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 3
3 6
6 6
6 6
6 8
8 8
8 8
1 1
3 8
8 1
2 3
3 3
3 4
3 6
1 1
/ / / / / / / / / / / / /
15 7
C1.14
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.14XD-PH1.dwg, C1.14, Mar 20, 2026 1:50pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
CP JDR DEMOLITION PLAN
1. CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE. THE
CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITIES, STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN.
2. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES
NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK.
5. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY.
6. DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND.
7. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS.
8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION.
9. DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE.
10. THE CONTRACTOR SHALL VERIFY THE LOCATION AND QUANTITY OF EXISTING SURFACE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE FOR ANY UNIDENTIFIED UTILITIES, IMPROVEMENTS, TREES, ETC. TO BE DEMOLISHED AND REMOVED WITHIN THE DEMOLITION LIMIT LINE, INCLUDING APPURTENANT FOUNDATIONS OR SUPPORTS.
11. DEMOLITION CALLOUTS IN THIS SECTION ARE REPRESENTATIVE OF WHAT IS TO BE DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH PIPE, CATCH BASIN, MANHOLE, VAULT, ETC. THAT IS TO BE DEMOLISHED, REMOVED AND DISPOSED OF.
12. CONTRACTOR TO VERIFY LOCATION OF ALL KPFF DRAWN EXISTING UTILITIES BEFORE DEMOLITION OR EXCAVATION.
GENERAL DEMOLITION NOTES: LEGEND:
PROTECT-IN-PLACE
TREE
EXISTING BUILDING TO BE
REMODELED
EXISTING RAMP
EXISTING TREE GARDEN
EXISTING MANHOLE
EXISTING BUILDING
EXISTING EASEMENT PER TTM
2025-70003
DEMOLISH & REMOVE - PHASE 1
TREE
EXISTING BUILDING
EXISTING LIGHT POST
EXISTING FIRE HYDRANT
EXISTING FLAG POST
EXISTING BENCH
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING DRAIN INLET
EXISTING TRASH BIN ENCLOSURE
EXISTING CONCRETE CURB
EXISTING WALL
EXISTING BOLLARD
EXISTING SIGN
EXISTING UTILITY
EXISTING CATCH BASIN
EXISTING 8'X12' RCB
EXISTING FENCE
EXISTING BUILDING WING
EXISTING CONCRETE WALL WITH LED SIGN
EXISTING EASEMENT PER TTM 2025-70003
EXISTING UTILITY METER
DEMOLITION NOTES:
LIMIT LINE OF DEMOLITION
PROPERTY LINE
/ / / / DEMOLITION LINE
DEMOLISH & REMOVE - PHASE 2
N
0 20'
SCALE: 1"=20'
10'
KS04/22/26
HV 1
815.44
℄
THOUSAND OAKS BOULEVARD
1105
823.67
TREES
TREES
TREES
TREES
MH
MH
MH MH MH MH
MH
MH
DI
SHADOW AREA
BRUSH
MH
MH
MH
MH MH
FH
815.5 816.5
817.6
E E
E E
E
E E E
COM COM COM COM
E E
E
E
E
E
COM COM COM
COM COM COM
SIG
SIG
SIG
SIG
SIG
SIG EB
EB
WV WV
WV WM WM WMWM WM
WM
COM
WV
MH
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
E E
E E
E
E E E
E
E
E
E SD SD SD
SD SD SD SD SD
SD
SD
T
G G G G G G G G G G G G G G G G G G G G G G
10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 10'' S
10'' S
E E E E E E E E E E E E
E E
E E E E E E
10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S 10'' S STOP STOP
STOP
STOP STOP
STOP STOP STOP
W
SD SD SD SD SD FW
W
W W W W W W W W W W W W W W W W W W W W
W
W
W
SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD FW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS SS SS SS SS SS SS SS
SS
SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS
SS SS SS SS SS
SD SD FW FW
C1.21
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.21UT-PH1.dwg, C1.41 GRADING PLAN, Mar 20, 2026 1:50pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
CP JDR UTILITY PLAN
0 20'
SCALE: 1"=20'
10'
LEGEND:
SS
W
DW
FW
SD
G
E
T
LIMIT OF WORK
PROPOSED EASEMENT LINE
PROPERTY LINE
SANITARY SEWER
WATER
DOMESTIC WATER
FIRE WATER
STORM DRAIN
GAS
ELECTRIC
TELEPHONE
PERFORATED PIPE
POINT OF CONNECTION
COORDINATION POINT
CAP OR PLUG
UTILITY MANHOLE
UTILITY CLEANOUT
STORM DRAIN INLET
AREA DRAIN/PLANTER DRAIN
TRENCH DRAIN
FIRE HYDRANT
THRUST BLOCK
FIRE DEPARTMENT
CONNECTION (FDC)
POST INDICATOR VALVE (PIV)
WATER VALVE
BACKFLOW ASSEMBLY
UTILITY METER VAULT
0 20'
SCALE: 1"=20'
10'
PROPOSED GRAVITY
SEWER LATERAL TO
SERVE BUILDING E3
PROPOSED GRAVITY
SEWER LATERAL TO
SERVE BUILDING E3
PROPOSED STORM
DRAIN MANHOLE
PROPOSED VENTURA COUNTY
STORM DRAIN EASEMENT
PROPOSED 12'x8' VENTURA COUNTY
REINFORCED CONCRETE BOX PIPE
RELOCATION. SEE SHEET C1.50.
10" CITY OF THOUSAND
OAKS SEWER MAIN
PROPOSED CITY OF THOUSAND OAKS 10"
C-900 PVC DOMESTIC WATER PIPE
PROPOSED CITY OF THOUSAND OAKS 10"
C-900 PVC DOMESTIC WATER PIPE
CONNECT TO
EXISTING 12'x8'
VENTURA COUNTY
REINFORCED
CONCRETE BOX PIPE
PROPOSED CITY OF THOUSAND OAKS 10"
C-900 PVC DOMESTIC WATER PIPE
PROPOSED CITY OF
THOUSAND OAKS 10" C-900
PVC DOMESTIC WATER PIPE CONTECH
CDS UNIT
8" CITY OF THOUSAND
OAKS SEWER MAIN
PROPOSED 12'x8' VENTURA COUNTY
REINFORCED CONCRETE BOX PIPE
RELOCATION. SEE SHEET C1.50.
CURB INLET
CATCH BASIN
CONNECT TO EXISTING 12'x8' VENTURA COUNTY
REINFORCED CONCRETE BOX PIPE
PROPOSED
SEWER PIPE
PROPOSED
SEWER PIPE
CONNECT TO
EXISTING
CONNECT TO
EXISTING
CONNECT TO
EXISTING
CONNECT TO
EXISTING
PROPOSED
STORM DRAIN
MANHOLE PROPOSED STORM
DRAIN MANHOLE
PROPOSED STORM
DRAIN MANHOLE
PROPOSED VENTURA COUNTY
STORM DRAIN EASEMENT
CURB INLET
CATCH BASIN
PROPOSED 30" STORM
DRAIN PIPE CURB INLET
CATCH BASIN
CURB INLET
CATCH BASIN
CURB INLET
CATCH BASIN
CURB INLET
CATCH BASIN
PROPOSED STORM
DRAIN PIPE
30LF OF 6.5' DIAMETER
PERFORATED PIPE FOR
INFILTRATION. PIPE TO BE
SURROUNDED BY 6" OF
GRAVEL WRAPPED WITH
GEOTEXTILE. PROVIDE
OUTLET DIVERSION
MANHOLE. 6.5' DIAMETER STORM WATER DETENTION PIPE
WITH OUTLET DIVERSION MANHOLE.
REINFORCED CONCRETE PIPE OR STEEL
REINFORCED POLYETHYLENE PIPE.
~531LF OF PIPE
~17,620 CF OF STORAGE
6.5' DIAMETER STORM
WATER DETENTION PIPE.
REINFORCED CONCRETE
PIPE OR STEEL
REINFORCED
POLYETHYLENE PIPE.
~435LF OF PIPE
~14,430 CF OF STORAGE
PROPOSED 30" STORM DRAIN PIPE.
REINFORCED CONCRETE PIPE OR STEEL REINFORCED
POLYETHYLENE PIPE.
0.5% MINIMUM SLOPE.
PROPOSED 30" STORM DRAIN PIPE.
REINFORCED CONCRETE PIPE OR STEEL
REINFORCED POLYETHYLENE PIPE.
0.5% MINIMUM SLOPE.
PROPOSED 30" STORM DRAIN PIPE.
REINFORCED CONCRETE PIPE OR STEEL
REINFORCED POLYETHYLENE PIPE.
0.5% MINIMUM SLOPE.
PROPOSED 30" STORM DRAIN PIPE.
REINFORCED CONCRETE PIPE OR STEEL
REINFORCED POLYETHYLENE PIPE.
0.5% MINIMUM SLOPE.
PROPOSED SEWER MANHOLE
803.78 INV-OUT
803.88 INV-IN
PROPOSED SEWER MANHOLE
805.08 INV-OUT
805.18 INV-IN
PROPOSED SEWER MANHOLE
807.26 INV-OUT
807.36 INV-IN
10" CITY OF THOUSAND
OAKS SEWER MAIN
10" CITY OF THOUSAND
OAKS SEWER MAIN
PROPOSED FIRE DEPARTMENT
CONNECTION FOR BUILDING E3
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER PROPOSED
HYDRANT
PROPOSED BACKFLOW
PREVENTER TO BE
WITHIN GARAGE
CONNECT TO
EXISTING
PROPOSED FIRE DEPARTMENT
CONNECTION FOR BUILDING E1
PROPOSED FIRE DEPARTMENT
CONNECTION FOR BUILDING E2
JDR
KS04/22/26
℄
THOUSAND OAKS BOULEVARD
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
MH
MH
MH
MH
MHMH
MH
MH MHMH
MH V VV ROCKS P P BRUSH BRUSH P P BRUSH DECK POLE POLE POLE POLE
825.2
820
830
825 825
COM COM COM COM COM COM COM COM
COM COM
COM
COM COM COM COM E E E E E COM COM MH EB
SIG SIG
SIG
EB
EB
EB
EB
EB
EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV E SD SD SD SD SD SD SD SD SD SD SD SD SD SD
MATCH LINE - SEE SHEET C1.24 FOR CONTINUATION MATCH LINE - SEE SHEET C1.21 FOR CONTINUATION W W W
W W
W E E E E E E E E E E COM COM E E E E E
UP W W W W
SD
W
W
W
W
W
W
W
W
W W W W SD SD SD SD SD SD SD SD SD
SD SD SD
SD SD SD SS SS SS
FW FW W SD SD SD SD SD SD SD SD SD
SD
C1.22UTILITY PLAN P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.22UT-PH1.dwg, C1.22, Mar 20, 2026 1:49pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR 0 20'
SCALE: 1"=20'
10'
LEGEND:
SSW
DW
FW
SDGET
LIMIT OF WORK
PROPOSED EASEMENT LINE
PROPERTY LINE
SANITARY SEWER
WATER
DOMESTIC WATER
FIRE WATER
STORM DRAIN
GAS
ELECTRIC
TELEPHONE
PERFORATED PIPE
POINT OF CONNECTION
COORDINATION POINT
CAP OR PLUG
UTILITY MANHOLE
UTILITY CLEANOUT
STORM DRAIN INLET
AREA DRAIN/PLANTER DRAIN
TRENCH DRAIN
FIRE HYDRANT
THRUST BLOCK
FIRE DEPARTMENT
CONNECTION (FDC)
POST INDICATOR VALVE (PIV)
WATER VALVE
BACKFLOW ASSEMBLY
UTILITY METER VAULT 0 20'
SCALE: 1"=20'
10'
CONNECT TO EXISTING WITH
PROPOSED DOMESTIC WATER
METER AND BACKFLOW
PREVENTER AND FIRE WATER
BACKFLOW PREVENTER
CONNECT TO EXISTING
CONNECT TO EXISTING 12'x8' VENTURA COUNTY
REINFORCED CONCRETE BOX PIPE
PROPOSED STORM
DRAIN MANHOLE
PROPOSED CITY OF THOUSAND OAKS
10" C-900 PVC DOMESTIC WATER PIPE
PROPOSED CITY OF
THOUSAND OAKS 10" C-900
PVC FIRE WATER PIPE
PROPOSED STORM
DRAIN MANHOLE
PROPOSED STORM
DRAIN MANHOLE
CONNECT TO EXISTING CONNECT TO
EXISTING
CONNECT TO
EXISTING 12'x8'
VENTURA COUNTY
REINFORCED
CONCRETE BOX PIPE
PROPOSED STORM DRAIN
DIVERSION STRUCTURE.
PROVIDE CONTECH CDS UNIT
PROPOSED VENTURA COUNTY
STORM DRAIN EASEMENT
PROPOSED 12'x8' VENTURA COUNTY
REINFORCED CONCRETE BOX PIPE
RELOCATION. SEE SHEET C1.50.
8" CITY OF THOUSAND
OAKS SEWER MAIN
EXISTING CITY OF
THOUSAND OAKS 12"
WATER MAIN
300LF EXISTING 54"
REINFORCED CONCRETE
PIPE TO BE USED FOR
DETENTION.
4,770 CF OF DETENTION
STORAGE
60LF EXISTING 54"
REINFORCED CONCRETE
PIPE TO BE USED FOR
DETENTION.
950 CF OF DETENTION
STORAGE
PROPOSED 30" STORM DRAIN PIPE.
REINFORCED CONCRETE PIPE OR STEEL
REINFORCED POLYETHYLENE PIPE.
0.5% MINIMUM SLOPE.
PROPOSED 30" STORM DRAIN PIPE.
REINFORCED CONCRETE PIPE OR STEEL
REINFORCED POLYETHYLENE PIPE.
0.5% MINIMUM SLOPE.
PROPOSED SEWER MANHOLE
811.30 INV-IN
811.20 INV-OUT
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED FIRE DEPARTMENT
CONNECTION FOR BUILDING B1 PROPOSED HYDRANT PROPOSED HYDRANT
CONNECT TO EXISTING PROPOSED HYDRANT
JDR
KS04/22/26
℄ OAKWOOD DRIVE VENTURA FREEWAY 101
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///
///
///
///
///
1101 825.30
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
PARKING STRUCTURE
DI
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
TREES
895
890
885
880
875
870
865
860
855
850
845
840
835
820
850 855 860865870 875 880 885
SIGN E E G G G G G G G EB EB WV JUV. MULTI TOYON
MATCH LINE - SEE SHEET C1.21 FOR CONTINUATION MATCH LINE - SEE SHEET C1.24 FOR CONTINUATION MATCH LINE - SEE SHEET C1.25 FOR CONTINUATION 4'' SD 4'' SD 6'' SD 6'' SD 6'' SD 6'' SD 6'' SD 6'' SD
8'' W
8'' W 8'' W
8'' W 30'' SD 30'' SD 30'' SD 30'' SD 30'' SD 30'' SD 30'' SD 30'' SD 12'' SD 12'' SD
12'' SD
12'' SD
12'' SD
12'' SD
12'' SD G G G G G EB E E E SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS
SD SD SD SD SD SD SD SD SD SD STOP STOP STOP STOP
C1.23
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.23UT-PH1.dwg, C1.23, Apr 21, 2026 2:16pm, cvilanova ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR UTILITY PLAN 0 20'
SCALE: 1"=20'
10'
LEGEND:
SSW
DW
FW
SDGET
LIMIT OF WORK
PROPOSED EASEMENT LINE
PROPERTY LINE
SANITARY SEWER
WATER
DOMESTIC WATER
FIRE WATER
STORM DRAIN
GAS
ELECTRIC
TELEPHONE
PERFORATED PIPE
POINT OF CONNECTION
COORDINATION POINT
CAP OR PLUG
UTILITY MANHOLE
UTILITY CLEANOUT
STORM DRAIN INLET
AREA DRAIN/PLANTER DRAIN
TRENCH DRAIN
FIRE HYDRANT
THRUST BLOCK
FIRE DEPARTMENT
CONNECTION (FDC)
POST INDICATOR VALVE (PIV)
WATER VALVE
BACKFLOW ASSEMBLY
UTILITY METER VAULT 0 20'
SCALE: 1"=20'
10'
PROPOSED STORM DRAIN
DIVERSION STRUCTURE
PROPOSED 30" PROPOSED 30"
STORM DRAIN PIPE STORM DRAIN PIPE
PROPOSED 30"
STORM DRAIN PIPE
PROPOSED CITY OF THOUSAND OAKS
10" C-900 PVC DOMESTIC WATER PIPE
CONNECT TO
EXISTING PROPOSED CONTECH CDS UNIT
PROPOSED STORM DRAIN MANHOLE
PROPOSED STORM
DRAIN MANHOLE
EXISTING 8" CITY OF
THOUSAND OAKS
WATER MAIN
6' DIAMETER STORM WATER
DETENTION PIPE.
REINFORCED CONCRETE PIPE OR
STEEL REINFORCED POLYETHYLENE
PIPE.
130LF OF PIPE
3675 CF OF DETENTION STORAGE
PROPOSED SEWER MANHOLE
802.59 INV-OUT
802.69 INV-IN
10" CITY OF THOUSAND
OAKS SEWER MAIN
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
EXISTING
HYDRANT
EXISTING 30"
STORM DRAIN PIPE
PROPOSED STORM DRAIN
MANHOLE TO CONNECT TO
EXISTING 30" STORM DRAIN PIPE
PROPOSED 30"
STORM DRAIN PIPE KS04/22/26
HV 4
852.50
VENTURA FREEWAY 101
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
MHMH MH MH
V
V
V
DI
DI
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
TREES
DI
DI
MH
MH
BRUSH
DECK DECK
DECK
DECK
BRUSH
V
FH
V
FH
838.7
837.2
834.5
836.4
836.4
834.5
835.5
834.3
850
845
835
830
830
835
835
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COM
COM
COM
COM
E
W
W
W
COM
COM COM
COM
COM
COM
COM
COM
COM
COM
COM
COM COME
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
W G W
W
W
W
W
W
W
W
W
W
W
W
COM
COM
COM
COM
COM
COM
W
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
MH
MH
WV
WV WV
WV WV
WV
WV
WV
E
E E SD SD SD SD SD SD SD SD SD SD SD
W
W
JUV. COAST OAKS
JUV. VALLEY OAKS
JUV. COAST OAK
JUV. COAST OAK MATCH LINE - SEE SHEET C1.23 FOR CONTINUATION MATCH LINE - SEE SHEET C1.22 FOR CONTINUATION
W
W
SS
W
W
SS
SS
SS
SS
SS 4'' SD 4'' SD
6'' SD 6'' SD
12'' SD
12'' SD
12'' SD
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W 12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
12'' W
SD
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
COM
COM
COM
COM
E
E
E
E
E E
C1.24UTILITY PLAN P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.24UT-PH1.dwg, C1.24, Mar 20, 2026 1:49pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
CP JDR
0 20'
SCALE: 1"=20'
10'
LEGEND:
SS
W
DW
FW
SD
G
E
T
LIMIT OF WORK
PROPOSED EASEMENT LINE
PROPERTY LINE
SANITARY SEWER
WATER
DOMESTIC WATER
FIRE WATER
STORM DRAIN
GAS
ELECTRIC
TELEPHONE
PERFORATED PIPE
POINT OF CONNECTION
COORDINATION POINT
CAP OR PLUG
UTILITY MANHOLE
UTILITY CLEANOUT
STORM DRAIN INLET
AREA DRAIN/PLANTER DRAIN
TRENCH DRAIN
FIRE HYDRANT
THRUST BLOCK
FIRE DEPARTMENT
CONNECTION (FDC)
POST INDICATOR VALVE (PIV)
WATER VALVE
BACKFLOW ASSEMBLY
UTILITY METER VAULT
0 20'
SCALE: 1"=20'
10'
75LF EXISTING 54" REINFORCED
CONCRETE PIPE TO BE USED FOR
DETENTION.
1,200 CF OF DETENTION STORAGE
REROUTE EXISTING CITY OF
THOUSAND OAKS WATER MAIN TO
THE LAKES TO AVOID
AMPHITHEATER
PROPOSED
TRANSFORMER
PROPOSED 4" SEWER
CONNECTION
PROPOSED DOMESTIC WATER
POINT OF CONNECTION
KS04/22/26
///
///
///
///
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///
///
///
///
///
///
///
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///
///
///
///
///
///
///
///
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///
///
///
///
///
///
///
///
///
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///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
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TREES
TREES TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
TREES
TREES
TREES
TREES TREES
SHADOW AREA
SHADOW AREA
SHADOW AREA
TREES
MH
MH
DI
DI SHADOW AREA
SHADOW AREA
DEBRIS PILE
STOP
DIRT PILES
MH
FH
807.2
812.9
813.5 811.7 809.3
808.7
820
820
825
815
850
845
840
835 830 825 820
815
810
810
810
815
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD SD SD SD SD SD
SD
SD
SD
SD MATCH LINE - SEE SHEET C1.21 FOR CONTINUATION MATCH LINE - SEE SHEET C1.23 FOR CONTINUATION ZUNIGA RIDGE PLACE ℄ THOUSAND OAKS BOULEVARD ℄ OAKWOOD DRIVE ℄ C1.25
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.25UT-PH1.dwg, UTILITY PLAN, Mar 20, 2026 1:53pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR UTILITY PLAN 0 20'
SCALE: 1"=20'
10'
LEGEND:
SSW
DW
FW
SDGET
LIMIT OF WORK
PROPOSED EASEMENT LINE
PROPERTY LINE
SANITARY SEWER
WATER
DOMESTIC WATER
FIRE WATER
STORM DRAIN
GAS
ELECTRIC
TELEPHONE
PERFORATED PIPE
POINT OF CONNECTION
COORDINATION POINT
CAP OR PLUG
UTILITY MANHOLE
UTILITY CLEANOUT
STORM DRAIN INLET
AREA DRAIN/PLANTER DRAIN
TRENCH DRAIN
FIRE HYDRANT
THRUST BLOCK
FIRE DEPARTMENT
CONNECTION (FDC)
POST INDICATOR VALVE (PIV)
WATER VALVE
BACKFLOW ASSEMBLY
UTILITY METER VAULT 0 20'
SCALE: 1"=20'
10'
BREAK INTO
EXISTING SEWER
MANHOLE PER APWA
AT INV 797.70
PROPOSED SEWER MANHOLE
798.15 INV-OUT
798.25 INV-IN
PROPOSED SEWER MANHOLE
799.11 INV-OUT
799.21 INV-IN
PROPOSED SEWER MANHOLE
801.82 INV-OUT
801.92 INV-IN
12" CITY OF THOUSAND OAKS
SEWER PIPE
12" CITY OF THOUSAND OAKS
SEWER PIPE
JDR
KS04/22/26
HV 1 815.44 DALLAS DRIVE ℄
THOUSAND OAKS BOULEVARD
1105 823.67
TREES
TREES
TREES
TREES
MH
MH
MH
MH
MH
MH
MH
MH
DI
SHADOW AREA BRUSH
MH
MH
MH
MH
MH
FH
815.5
816.5
817.6 E E E E E E E E
COM COM COM COM E E E E E E
COM COM
COM
COM COM COM
SIG
SIG
SIG
SIG
SIG
SIG EB
EB
WV
WV
WV WM WM WMWM WM
WM
COM
WV
MH
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
MAIN STREET WEST ROAD STOP
STOP
STOP
STOP STOP
STOP STOP STOP
GB
C1.31
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.31GP-PH1.dwg, GRADING PLAN, Mar 20, 2026 1:53pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR GRADING PLAN
LIMIT OF WORK
PROPOSED EASEMENT LINE
PROPERTY LINE
FLOW LINE
GRADE BREAK
RIDGE LINE
SAWCUT AND JOIN
LIMITS OF GRADING
GRADING BENCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SITE WALL
CONCRETE PAVING
ASPHALT
GRAVEL
PLANTER AREA/LANDSCAPE
PROPOSED BUILDING
EXISTING BUILDING HATCH
PROPOSED DECKING > > > > GBR o o 0 20'
SCALE: 1"=20'
10'
(814.62) EG
JOIN-VIF
(812.00) EG
JOIN-VIF
(813.96) EG
JOIN (814.00) EG
JOIN (814.53) EG
JOIN
(813.00) EG
JOIN-VIF
812.69 TC/FL
812.60 FS 812.71 TC/FL 813.08 TC/FL
815.50 FF
815.48 FS
3.5%
813.75 FS 1.5%
816.50 FF
816.48 FS
816.00 FF
815.98 FS
819.00 FF
818.98 FS
817.00 FF
816.98 FS
817.00 FF
816.98 FS 812.89 FS 818.57 FS 813.11 FS 813.40 FS
814.81' FS 814.15' FS
815.47' FS 816.11' FS 816.71 FS 0.7% 0.7% 1.2% 817.06' FS 816.79' FS (812.00) EG
JOIN-VIF
(813.00) EG
JOIN-VIF
(814.00) EG
JOIN-VIF
(816.00) EG
JOIN-VIF 1.8% 3.0% 7.5% 0.5%
(830.17) EG
JOIN
(830.22) EG
JOIN
(814.18) EG
JOIN (814.50) EG
JOIN (814.54) EG
JOIN
(814.76) EG
JOIN
(814.00) EG
JOIN
(819.00) EG
JOIN
(816.00) EG
JOIN
(815.00) EG
JOIN
815.50 FS
816.58' FS 1.4%
LEVEL 1 FF=815.50
LEVEL 2 FF=827.50
LEVEL 3 FF=839.50 FF=816.00 FF=816.50 FF=819.00 FF=817.00 815.61' FS
817.00 FF
816.98 FS
815.50 FF
815.48 FS
817.80 FS
GB GB GB GB
812.66 FS 1.0%
812.66 FS 1.0%
814.03 FS
GB GB GB GB GB GB GB GB
813.91 FS
815.40 FS 814.49 FS
814.26 TC
813.76 FL
815.14 FS
814.31 TC
813.81 FL 816.32' FS 816.82' FS
819.07 FF
819.05 FS 818.17' FS
817.31 TC/FS
816.81 TC/FS 816.83 TC
816.33 FS
817.33 TC
816.83 FS
815.99' TC/FL
815.93 TC
815.43 FS 815.93' TC
815.43' FL
815.99' TC/FL
SPEED TABLE
40'X40' CLEAR SIGHT
DISTANCE TRIANGLE
(816.96) EG
JOIN-VIF
FLUSH CURB
FLUSH CURB 817.85 TC/FS
WEST ROAD TO CONFORM TO
MODIFIED STANDARD
COLLECTOR ROAD PLATE 2-5
MAIN STREET TO CONFORM
TO MODIFIED STANDARD
COLLECTOR ROAD PLATE 2-5
DALLAS DRIVE TO CONFORM
TO MODIFIED STANDARD
RESIDENTIAL LOOP AND
CUL-DE-SAC PLATE 2-7 MATCH LINE - SEE SHEET C1.14 FOR CONTINUATION C1.32 JDR
KS04/22/26
℄
THOUSAND OAKS BOULEVARD
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
MH
MH
MH
MH
MHMH
MH
MH MHMH
MH V VV ROCKS P P BRUSH BRUSH P P BRUSH DECK POLE POLE POLE POLE
825.2
820
830
825 825 E E E E E MH EB
SIG SIG
SIG
EB
EB
EB
EB
EB
EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV E
MATCH LINE - SEE SHEET C1.34 FOR CONTINUATION MATCH LINE - SEE SHEET C1.31 FOR CONTINUATION UP
C1.32GRADING PLAN P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.32GP-PH1.dwg, C1.32, Mar 20, 2026 1:48pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR
LIMIT OF WORK
PROPOSED EASEMENT LINE
PROPERTY LINE
FLOW LINE
GRADE BREAK
RIDGE LINE
SAWCUT AND JOIN
LIMITS OF GRADING
GRADING BENCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SITE WALL
CONCRETE PAVING
ASPHALT
GRAVEL
PLANTER AREA/LANDSCAPE
PROPOSED BUILDING
EXISTING BUILDING HATCH
PROPOSED DECKING > > > > GBR o o 0 20'
SCALE: 1"=20'
10'
(828.00) EG
JOIN
(818.79) EG
JOIN-VIF
(818.72) EG
JOIN-VIF
(818.72) EG
JOIN-VIF
(819.02) EG
JOIN-VIF
(820.51) EG
JOIN-VIF
(820.61) EG
JOIN-VIF
FLUSH
CURB
819.56 FS
FF=819.07
(828.00) EG
JOIN
(826.00) EG
JOIN
(827.00) EG
JOIN
(827.00) EG (821.00) EG
JOIN JOIN
819.07 FF
819.05 FS
(829.00) EG
JOIN
819.07 FS
2.3%
(823.00) EG
JOIN
0.5% 819.89 FS
819.07 FF
819.05 FS
826.00 FF
825.98 FS
819.07 FF
819.05 FS 819.07 FF
819.05 FS
(825.13) EG
JOIN
(820.65) EG
JOIN-VIF
(821.11) EG
JOIN-VIF
(823.92) EG
JOIN-VIF
(821.45) EG
JOIN-VIF
(824.34) EG
JOIN-VIF
(828.13) EG
JOIN-VIF
(828.15) EG
JOIN-VIF
(819.36) EG
JOIN-VIF
(818.87) EG
JOIN-VIF
(820.90) EG
JOIN-VIF
(820.43) EG
JOIN-VIF
(822.78) EG
JOIN-VIF
(821.93) EG
JOIN-VIF
(821.84) EG
JOIN-VIF (820.92) EG
JOIN-VIF
822.71 FS
FF=819.07 FF=826.00 819.00 FS 824.90 FS 821.83 FS 827.10 FS 828.26 FS 825.88' FS
821.50 FS
(817.00) EG
JOIN-VIF (821.00) EG
JOIN-VIF
(820.00) EG
JOIN-VIF
(820.00) EG
JOIN-VIF
(817.00) EG
JOIN-VIF
825.78' TOS
824.47 BOS 824.24' TOS
822.93' BOS 822.73' TOS
821.42 BOS
1.5' MAX RETAINING
SEAT WALL
2.5' MAX RETAINING
SEAT WALL
5.5' MAX RETAINING WALL
3.5' MAX
RETAINING
WALL
1.5' MAX
RETAINING WALL
RAISED PLANTER,
1.5' MAX HEIGHT
RAISED PLANTER,
1.5' MAX HEIGHT BUILDING
OVERHANG
JDR
KS04/22/26
℄ OAKWOOD DRIVE
VENTURA FREEWAY 101
///
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///
///
///
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///
///
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///
///
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///
///
///
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///
///
/// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
/// ///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
1101 825.30
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
PARKING STRUCTURE
DI
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
TREES
895
890
885
880
875
870
865
860
855
850
845
840
835
820
850 855 860865870 875 880 885
SIGN E EB E EB WV JUV. MULTI TOYON
MATCH LINE - SEE SHEET C1.31 FOR CONTINUATION MATCH LINE - SEE SHEET C1.34 FOR CONTINUATION STOP STOP STOP STOP C1.33
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.33GP-PH1.dwg, C1.33, Mar 20, 2026 3:25pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR GRADING PLAN
LIMIT OF WORK
PROPOSED EASEMENT LINE
PROPERTY LINE
FLOW LINE
GRADE BREAK
RIDGE LINE
SAWCUT AND JOIN
LIMITS OF GRADING
GRADING BENCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SITE WALL
CONCRETE PAVING
ASPHALT
GRAVEL
PLANTER AREA/LANDSCAPE
PROPOSED BUILDING
EXISTING BUILDING HATCH
PROPOSED DECKING > > > > GBR o o 0 20'
SCALE: 1"=20'
10'
(818.00) EG
JOIN-VIF
(839.63) EG
JOIN 839.50 FS
828.47 FS
838.00 FS
839.50 FF
839.48 FS
827.50 FF
827.48 FS
832.00 FS LEVEL 1 FF=815.50
LEVEL 2 FF=827.50
LEVEL 3 FF=839.50 8.3%
(820.00) EG
JOIN-VIF
9.0%839.44 FS 847.05 FS 5.2% (828.00) EG
JOIN
PROPOSED
RETAINING
WALL
23' MAX RETAINING WALL
11' MAX RETAINING WALL 6' MAX RETAINING WALL 23' MAX RETAINING WALL 40'X40' CLEAR SIGHT
DISTANCE TRIANGLE
OAKWOOD DRIVE TO
CONFORM TO MODIFIED
STANDARD RESIDENTIAL
LOOP AND CUL-DE-SAC FOR
HILLSIDE DEVELOPMETS
PLATE 2-10 PROPOSED FENCE 824.00 FS 1.5% 2.3%
KS04/22/26
HV 4 852.50
VENTURA FREEWAY 101 TREES TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
MHMH
MH
MH V V V DI DI BRUSH BRUSH BRUSH
BRUSH
ROCKS
ROCKS
TREES
DI
DI
MH
MH
BRUSH
DECK
DECK
DECK
DECK
BRUSH V FH V FH 838.7 837.2
834.5
836.4
836.4
834.5
835.5 834.3
850
845
835
830
830
835
835
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM COM
COM
COM
COM
COM
COM
COM
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
MH
MH
WV
WV WV
WV WV
WV
WV
WV SD SD SD SD SD SD SD SD SD SD SD JUV. COAST OAKS JUV. VALLEY OAKS JUV. COAST OAK MATCH LINE - SEE SHEET C1.33 FOR CONTINUATION MATCH LINE - SEE SHEET C1.32 FOR CONTINUATION
C1.34GRADING PLAN P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.34GP-PH1.dwg, C1.34, Mar 20, 2026 1:49pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR
LIMIT OF WORK
PROPOSED EASEMENT LINE
PROPERTY LINE
FLOW LINE
GRADE BREAK
RIDGE LINE
SAWCUT AND JOIN
LIMITS OF GRADING
GRADING BENCH
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SITE WALL
CONCRETE PAVING
ASPHALT
GRAVEL
PLANTER AREA/LANDSCAPE
PROPOSED BUILDING
EXISTING BUILDING HATCH
PROPOSED DECKING > > > > GBR o o 0 20'
SCALE: 1"=20'
10'
(830.00) EG
JOIN
(824.83) EG
JOIN-VIF
(825.94) EG
JOIN-VIF
(825.98) EG
JOIN-VIF
(828.19) EG
JOIN-VIF
(830.49) EG
JOIN-VIF
(830.05) EG
JOIN-VIF
(829.72) EG
JOIN-VIF
(828.54) EG
JOIN-VIF
(823.46) EG
JOIN-VIF
(820.76) EG
JOIN-VIF
(831.99) EG
JOIN-VIF
1.5' RETAINING
SEAT WALL
(832.55) EG
JOIN-VIF
(848.03) EG
JOIN-VIF
(848.36) EG
JOIN-VIF 819.00 FS
820.06 FS
(822.33) EG 820.06 FS 819.00 FS 818.91 FS
(831.92) EG
JOIN-VIF
840.00 FS
JDR
KS04/22/26
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1003 853.97 1004 835.19
1101 825.30
1105 823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
BRUSH
PARKING STRUCTURE
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MHMH
MH
MHMH
MH
MH
MH
MH
MH MHMH
MH V V V VV V DI DI DI DI BRUSH BRUSH BRUSH
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
SHADOW AREA
TREES
BRUSH
MH
BRUSH
BRUSH
DI
DI
MH
MH
TREES
BRUSH P P BRUSH BRUSH P P BRUSH DECK DECK
DECK
DECK
DECK
BRUSH
BRUSH
POLE POLE
POLE
POLE
POLE PP V MH
MH
MH
FH
FH V FH
SIGN
SD
SD
SD SD
SD
SD
MH
MH
MH
MH
EB
SIG SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG EB EB EB EB EB EB
EB
WV
EB
EB EB
EB EB
WV
WVWV
WV WV
WV
WV
WV
WV
WV
WV WV
WV
WV
WV
WV
WV WV WV
WV
WV
WV
WV WM WM WM WM WM
WM
WV
MH
SD
SD
SD
SD
SD SD SD SD SD SD HV 1 815.44
HV 3 846.93
HV 4 852.50 DALLAS DRIVE ℄ OAKWOOD DRIVE
THOUSAND OAKS BOULEVARD VENTURA FREEWAY 101
UP WEST ROAD MAIN STREET
LAKES DRIVE STOP
STOP STOP
STOP
STOP STOP
STOP STOP STOP STOP STOP STOP
TA 2
A=127,000
% IMP=60%
TA 3
A=245,000 SF
% IMP=50%
TA 1
A=396,700 SF
% IMP=80% 0 50'
SCALE: 1"=50'
25'
C1.40
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.40SWT-PH1.dwg, C1.40 SWT, Apr 21, 2026 2:19pm, cvilanova ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR STORMWATER TREATMENT PLAN
SOIL TYPE 1Cp VALUE 0.15
85TH
PERCENTILE
RAINFALL (IN) 1.2
TRIBUTARY
AREA TA 1 TA 2 TA 3 TOTAL STORMWATER TREATMENT AREA (SF) 396,700 127,000 245,000 768,700 % IMPERVIOUS 806050 C (-) 0.79 0.63 0.55
TREATMENT
PROVIDED FLOW BASED
TREATMENT
TYPE VOLUME FLOW RATE FLOW RATE
TREATMENT BEST MANAGEMENT
PRACTICE (BMP) INFILTRATION TRENCH WITH STORAGE HYDRODYNAMIC SEPARATOR (CDS UNIT)
REQUIRED
TREATMENT 31,400 CF FLOW BASED FLOW BASED HYDRODYNAMIC SEPARATOR (CDS UNIT) FLOW BASED 32,050 CF KS04/22/26
///
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///
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///
1003 853.97 1004 835.19
1101 825.30
1105 823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
BRUSH
PARKING STRUCTURE
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MHMH
MH
MHMH
MH
MH
MH
MH
MH MHMH
MH V V V VV V DI DI DI DI BRUSH BRUSH BRUSH
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
SHADOW AREA
TREES
BRUSH
MH
BRUSH
BRUSH
DI
DI
MH
MH
TREES
BRUSH P P BRUSH BRUSH P P BRUSH DECK DECK
DECK
DECK
DECK
BRUSH
BRUSH
POLE POLE
POLE
POLE
POLE PP V MH
MH
MH
FH
FH V FH
SIGN
SD
SD
SD SD
SD
SD
MH
MH
MH
MH
EB
SIG SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG EB EB EB EB EB EB
EB
WV
EB
EB EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV
WV
WV WV
WV WV
WV
WV
WV WV WV
WV
WV
WV
WV WM WM WM WM WM
WM
WV
MH
SD
SD
SD
SD
SD SD SD SD SD SD JUV. MULTI TOYON
JUV. COAST OAKS JUV. VALLEY OAKS
JUV. COAST OAK JUV. COAST OAK
HV 1 815.44
HV 3 846.93
HV 4 852.50 DALLAS DRIVE ℄ OAKWOOD DRIVE
THOUSAND OAKS BOULEVARD VENTURA FREEWAY 101
SD SD
SD
SD
SD
SD
SD
SD SD SD SD SD
SD SD SD SD SD SD SD SD
SD SD SD
SD SD SD SD
SD SD SD SD SD SD SD
SD
SD
SD
SD
UP WEST ROAD
MAIN STREET
LAKES DRIVE STOP
STOP STOP
STOP
STOP STOP
STOP STOP STOP STOP STOP STOP 0 50'
SCALE: 1"=50'
25'
C1.41
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.41SWM-PH1.dwg, C1.141 SWM, Apr 21, 2026 2:19pm, cvilanova ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR STORMWATER MANAGEMENT PLAN
TRIBUTARY AREA 1
TRIBUTARY AREA 2
TRIBUTARY AREA 3
TA 2
A=127,000 SF
DETENTION
V=3,550CF
TA 1
A=396,700 SF
DETENTION
V=11050CF
TA 3
A=245,000 SF
DETENTION
V=6,850 CFSTORMWATER DETENTION (TOTAL = 21,450 CF) TRIBUTARY AREA TA 1 TA 2 TA 3 TOTAL AREA (SF) 396,700 127,000 245,000 768,700 % OF SITE AREA 52% 17% 32% REQ'D DETENTION VOL (CF) 11,050 3,550 6,850 21,450 PROVIDED DETENTION VOL (CF) 32,050 3,675 6,920 42,645 DETENTION BASIN HYDROGRAPH KS04/22/26
/// ///
///
///
///
///
1105
823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
TREES
TREES
SHADOW AREA
TREES
MH
MH
MH
MH
MH
MH
MH MH MH MH
MH
MH
MH
MH
V
DI
BRUSH
MH
MH
DI
P
P
SHADOW AREA
SHADOW AREA
BRUSH
BRUSH
P
DIRT PILES P
MH
FH
MH
MH MH
FH
807.2
812.9
813.5
811.7
809.3 808.7
815.5 816.5
817.6
E
E
E
COM COM COM COM COM COM
COM
COM COM
E E COM COM
E
EB
SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG
EB
EB
EB
EB
WV
EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV
WV
WV WMWM WM WM WM
WM
WV
MH
SD
SD
SD
SD
SD
HV 1
815.44 DALLAS DRIVE
℄
THOUSAND OAKS BOULEVARD
SD SD
W W W W W W W W W W
W
W W
W
W
W
W
SD
SD
SD
SD
SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD
SD SD SD
W
W
W
W
W
SS
SS
SS SS SS SS SSSS SS SS SS SSSS
SS SS SS
SD SD SD SD
SD
FW
UP WEST ROAD
MAIN STREET
LAKES DRIVE STOP
STOP
STOP
STOP STOP
STOP STOP STOP
SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
JOIN TO EXISTING 8' X 12'
VENTURA COUNT WATER
PROTECTION DISTRICT
REINFORCED CONCRETE
BOX PIPE
(797.52) INV
PROPOSED RELOCATION 715
LF OF 8' X 12' VENTURA
COUNTY WATER
PROTECTION DISTRICT
REINFORCED CONCRETE
BOX
SLOPE = 1.635%
JOIN TO EXISTING 8' X 12'
VENTURA COUNT WATER
PROTECTION DISTRICT
REINFORCED CONCRETE BOX
PIPE
(809.19) INV
6.25'
10" SS
806.44' INV
PROPOSED GRADE
EXISTING GRADE
RELOCATED REINFORCED
CONCRETE BOX
30' EXISTING STORM DRAIN EASEMENT
30" SD 30" SD
10" W
PROPOSED BUILDING E2
PROPOSED BUILDING E3
1:1 INFLUENCE LINE
1:1 INFLUENCE LINE
RELOCATED REINFORCED
CONCRETE BOX
30' EXISTING STORM DRAIN EASEMENT PROPOSED GRADE
EXISTING GRADE
EXISTING CITY HALL
PROPOSED BUILDING E3
PROPOSED UNDERGROUND
PARKING GARAGE
10" W
30" SD
8" SS
1:1 INFLUENCE LINE
1:1 INFLUENCE LINE
RELOCATED REINFORCED
CONCRETE BOX
30' EXISTING STORM DRAIN EASEMENT
EXISTING GRADE
PROPOSED GRADE
0 40'
SCALE: 1"=40'
20'
C1.50
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.50SD-PH1.dwg, C1.50SD, Mar 20, 2026 1:50pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com
NOT FOR
CONSTRUCTION
CP JDR VENTURA COUNTY REINFORCED CONCRETE BOX RELOCATION PLAN
PROPOSED SHORING FOR
REINFORCED CONCRETE BOX
STORM DRAIN PIPE INSTALLATION.
ASSUMED 8" WIDTH.
RELOCATED 12'WX8'D REINFORCED
CONCRETE BOX STORM DRAIN PIPE
PROPOSED RELOCATED 30' WIDE
STORM DRAIN EASEMENT
EXISTING/PROPOSED GRADE
3.33'
9'
EXISTING TREE #65 TO REMAIN
KS04/22/26
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///
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///
1003 853.97 1004 835.19
1101 825.30
1105 823.67
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
TREES
BRUSH
TREES
TREES
BRUSH
PARKING STRUCTURE
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MHMH
MH
MHMH
MH
MH
MH
MH
MH MHMH
MH V V V VV V DI DI DI DI BRUSH BRUSH BRUSH
TREES
TREES
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
ROCKS
ROCKS
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
SHADOW AREA
TREES
BRUSH
MH
BRUSH
BRUSH
DI
DI
MH
MH
TREES
BRUSH P P BRUSH BRUSH P P BRUSH DECK DECK
DECK
DECK
DECK
BRUSH
BRUSH
POLE POLE
POLE
POLE
POLE PP V MH
MH
MH
FH
FH V FH
815.5
816.5
817.6
839.2
838.7
838.5
837.2
834.5
836.4
836.4
834.5
835.5
825.2
834.3
895
890
885
880
875
870
865
860
855
850
845
840
835
820
850 855 860865870 875 880 885
850
840
845
835
830
830
835
835
820
830
825 825
SIGN E E E
COM COM COM COM
COM
COM COM E E E E E E E E COM COM E COM COM COM COM COM COM
COM COME E E E E E E E G G G G W W W W W
W
COM
COM G G SD
SD
SD SD
SD
SD
MH
MH
MH
MH
EB
SIG SIG
SIG
SIG
SIG
SIG
SIG
SIG
SIG EB EB EB EB EB EB
EB
WV
EB
EB EB
EB EB
WV
WVWV WV WV
WV
WV
WV
WV
WV
WV WV
WV WV
WV
WV
WV WV WV
WV
WV
WV
WV WM WM WM WM WM
WM
WV E MH SD SD SD SD SD SD SD SD SD SD JUV. MULTI TOYON
JUV. COAST OAKS JUV. VALLEY OAKS
JUV. COAST OAK JUV. COAST OAK
HV 1 815.44
HV 3 846.93
HV 4 852.50 DALLAS DRIVE ℄ OAKWOOD DRIVE
THOUSAND OAKS BOULEVARD VENTURA FREEWAY 101
UP WEST ROAD
MAIN STREET
LAKES DRIVE STOP
STOP STOP
STOP
STOP STOP
STOP STOP STOP STOP STOP STOP
UP 0
C1.60
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.60FA-PH1.dwg, SITE FIRE ACCESS PLAN, Mar 20, 2026 1:50pm, bbull ENTITLEMENT SET STAMP
rrmdesign.com | (805) 543-1794
AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR SITE FIRE ACCESS PLAN
REMOVEABLE
BOLLARDS WITH
KNOX BOXES REMOVEABLE
BOLLARDS WITH
KNOX BOXES
PROPOSED FIRE
DEPARTMENT
CONNECTION FOR
BUILDING E2
PROPOSED FIRE
DEPARTMENT
CONNECTION FOR
BUILDING B1
BUILDING B1
228' HOSE
PULL ROUTE
BUILDING B1
231' HOSE
PULL ROUTE
183' BUILDING E1
HOSE PULL ROUTE 191' BUILDING E1
HOSE PULL ROUTE
185' BUILDING E1
HOSE PULL ROUTE
153' KAVLI HOSE
PULL ROUTE
244' KAVLI HOSE
PULL ROUTE 235' EXISTING CITY HALL
HOSE PULL ROUTE 208'
AMPHITHEATE
R HOSE PULL
ROUTE
234' BUILDING E3
HOSE PULL ROUTE 103' BUILDING E3
HOSE PULL ROUTE
130' BUILDING E3
HOSE PULL ROUTE
111' BUILDING E3
HOSE PULL ROUTE
SURROUNDED ON
THREE SIDES BY
FIRE ACCESS ROAD
SURROUNDED ON
THREE SIDES BY
FIRE ACCESS ROAD
158' BUILDING E2
HOSE PULL ROUTE
PROPOSED FIRE
DEPARTMENT
CONNECTION FOR
BUILDING E1
PROPOSED FIRE
DEPARTMENT
CONNECTION FOR
BUILDING E3
DISTANCE BETWEEN
HYDRANTS ALONG
ACCESS ROAD (TYP.)
DISTANCE BETWEEN
HYDRANTS ALONG
ACCESS ROAD (TYP.)
MEASUREMENT FROM
FDC TO NEAREST
HYDRANT (TYP.)
MEASUREMENT FROM
FDC TO NEAREST
HYDRANT (TYP.) HOSE PULL ROUTE 295'
250' 234' 284' 255' 269' 243' 203' 222' 283'
JDR
KS04/22/26
PROPOSED FINISHED SURFACE
EXISTING GRADE
PROPOSED ROUGH GRADE FOR
UNDERGROUND GARAGE
PROPOSED
SOUTH FACE
OF PROPOSED
BUILDING E3
NORTH FACE OF
PROPOSED BUILDING E3
PROPOSED FINISHED SURFACE
EXISTING GRADE
PROPOSED ROUGH GRADE FOR
UNDERGROUND GARAGE
NORTH FACE OF
PROPOSED BUILDING E3
SOUTH FACE OF
PROPOSED
BUILDING E3
PROPOSED FINISHED SURFACE
EXISTING GRADE
PROPOSED ROUGH GRADE FOR
UNDERGROUND GARAGE
NORTH FACE OF PROPOSED
BUILDING E3
SOUTH FACE OF PROPOSED
BUILDING E3
PROPOSED
FINISHED
GRADE
EXISTING GRADE
PROPOSED ROUGH GRADE
SOUTH FACE OF PROPOSED
BUILDING E2
NORTH FACE OF PROPOSED
BUILDING E2
PROPOSED FINISH GRADE
EXISTING GRADE
PROPOSED ROUGH GRADE
SOUTH FACE OF
PROPOSED BUILDING E1
NORTH OF PROPOSED
BUILDING E1
PROPOSED FINISHED
SURFACE
P:\2024\2400775 City of Thousand Oaks Downtown CP\5 CAD\Sheets\Phase I\2400775-C-C1.70SC-PH1.dwg, C0.00 GENERAL NOTES, Mar 20, 2026 1:49pm, bbull ENTITLEMENT SET STAMP
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AGENCY 2100 Thousand Oaks Blvd, Thousand Oaks, CA 91362 NO. REVISION DATE
PROJECT MANAGER
DRAWN BY
PROJECT NUMBER
CHECKED BY
SHEET
03/20/26
DP-2025-70015
DATEDOWNTOWN THOUSAND OAKS PROJECT
KY
smithgroup.com | (213) 228-6916
CONSULTANT
PRIME
700 South Flower Street
Suite 2100
Los Angeles, CA 90017
O: 213.418.0201
www.kpff.com NOT FOR CONSTRUCTION
CP JDR
C1.70 BUILDING SECTIONS
KS04/22/26
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DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L1.1 SITE ENLARGEMENT PLAN
SCALE 1” = 20’
AREA 1
0’ 20’ 40’ 60’
1 1
1 11 21
33 32
32 22
22 23
23 24
17 17
25 25
26 26
26 27
27 27
28 29
30 29
24 28
12 13
13 13
13 14
15 16
16 17
17 17
12 18
18 18
19 17
20 20
2 3
3 3
3 4
4 4
4 5
5 6
6 6
6 6 6
7 8
9 10
10 BLDG E3.1
MIXED USE
BLDG E2
MIXED USE
BLDG E1
HOTEL
BLDG E3.2
MIXED USE
BLDG E3.3
MIXED USE
THOUSAND OAKS BLVD.
W. MAIN ST.
E. MAIN ST.
TURNAROUND/
HOTEL DROP-OFF
WEST RD.
EX.
DALLAS DR.
1868 TOB
19 AREA 3
AREA 2
AREA 4
AREA 1
11 15
8 14
7 21
25 30
31 34
31 31
33 31
31 31
2 9
PL
PL
MP
MP
SIDEWALK PAVING
INTEGRAL COLORED CONCRETE
RECTANGULAR TREE GRATE
6’X12’, CAST IRON
CONTINENTAL CROSSWALK
CLAY BRICK PAVERS, HERRINGBONE PATTERN, CONCRETE CURB EDGE
PARALLEL PARKING SPACE
9’X 24’, PERMEABLE CONCRETE PAVERS OR ASPHALT PAVING
45 DEGREE DIAGONAL PARKING
12.7’ X 20.5’, ASPHALT PAVING
PLANTER AREA
ORNAMENTAL, LOW WATER USE
POLE LIGHT, PEDESTRIAN
12’ H, SOLAR
POLE LIGHT, STREET
CONCEPTUAL DIGITAL MARQUEE SIGN
STEEL AND CONCRETE W/ SCREEN
LOCATION & DESIGN TO BE PERMITTED UNDER SEPARATE PERMIT
STREET TREE POT
LOCATED ABOVE UNDERGROUND PARKING, 8’ X 8’, CORTEN STEEL
BOLLARD, PERMANENT
BOLLARD, REMOVABLE
ROUND TREE GRATE
8’ D, CAST IRON
ACCESS TO PODIUM PARKING
BENEATH BUILDING E3.1, E3.2
AND E3.3
FLUSH CURB
CONCRETE, 12” W
STAIRWAY TO OAKWOOD DR
CONCRETE, STEEL HANDRAILS
TRANSFORMER
E. MAIN STREET FIRE ACCESS
24’ W, CLAY BRICK PAVERS
WITH FLUSH CURB
HOTEL PATIO
ACCENT PAVING, CONTROLLED ACCESS
BUILDING E3.3 PATIO
ACCENT PAVING, FURNISHINGS
BIKE RACKS
PUBLIC E-BIKE/ SCOOTER CHARGING
ACCESSIBLE PARKING SPACE
WASTE RECEPTACLES
BREEZEWAY LINEAR FOUNTAIN
CONCRETE AND STEEL
SHRUB PLANTER POT
LIGHTWEIGHT CONCRETE, VARIOUS
COLORS AND SIZES
RAISED PLANTER
18” H, CORTEN STEEL EDGE, WOOD SEAT
TRUNCATED DOMES (DETECTABLE WARNING SYSTEM)
NATURAL COLOR
VINE PILLAR
14’ H, CORTEN STEEL, PLANTING ACCENT
ABOVE UNDERGROUND PARKING
RELOCATED BUS STOP
ACCENT PAVING
CLAY BRICK PAVERS, STONE PAVERS, OR
CONCRETE PAVERS
STRING LIGHTS ACROSS BUILDINGS
FIRST FLOOR ACCESS TO BLDG E2 PARKING
STRUCTURE
LINEAR FOUNTAIN
CONCRETE AND STEEL, LIGHTING
MATCHLINE, SEE AREA 2
MATCHLINE, SEE AREA 3
17 1
1 AWB
34 34
34 34
ii
viii
vii
v
vi
i
iii
iv
i PERSPECTIVE VIEW
DESIGN KEY
A
D
B
C
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SHEET
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03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L1.2SITE PERSPECTIVES
AREA 1
i MAIN ST. TURNAROUND
iii MAIN ST. LOOKING NORTHWEST
ii DALLAS DR. LOOKING TOWARD HOTEL
iv HOTEL DINING PATIO
PERSPECTIVE RENDERINGS
MP
MP
AWB
NOTE: ANY SIGNS AND PHRASES SHOWN ARE CONCEPTUAL, AND TO BE APPROVED UNDER A SEPARATE PERMIT.
ENTITLEMENT SET - SUBMITTAL
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DATE
PROJECT NUMBER
SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L1.3SITE PERSPECTIVES
AREA 1
v MAIN ST. LOOKING SOUTHEAST
vii LOOKING SOUTHEAST AT BUILDING E3.1 AND E3.2 FROM THOUSAND OAKS BLVD. vi LOOKING WEST AT BUILDING E3.2 AND E3.3 FROM THOUSAND OAKS BLVD. viii BUILDING E3.1 AND E3.2 BREEZEWAY
PERSPECTIVE RENDERINGS
MP
MP
AWB
NOTE: ANY SIGNS AND PHRASES SHOWN ARE CONCEPTUAL, AND TO BE APPROVED UNDER A SEPARATE PERMIT.
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03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L1.4SITE SECTIONS
AREA 1
MP
MP
SCALE: 3/16” = 1’-0”
W. MAIN STREET B
SCALE: 3/16” = 1’-0”
WEST ROAD A
SCALE: 3/16” = 1’-0”
DALLAS DRIVE D
SCALE: 3/16” = 1’-0”
HOTEL TURNAROUND/DROP-OFF C
SITE SECTIONS
AWB / EE
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03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L2.1SITE ENLARGEMENT PLAN
AREA 2
SCALE 1” = 20’
0’ 20’ 40’ 60’
BLDG B1
RESTAURANT
BLDG C1
THOUSAND OAKS BLVD.
E. MAIN ST.
THE LAKES DR.
AREA 2
AREA 4
AREA 1
AREA 3
SHRUB PLANTER POT
LIGHTWEIGHT CONCRETE, VARIOUS
COLORS AND SIZES
WASTE RECEPTACLES
SEAT WALL
18” H. MAX MORTARED STONE
CONCRETE PAVING
INTEGRAL COLORED CONCRETE
FLOWER POT RAISED PLANTERS
8’ D, STEEL, VARIOUS COLORS
ACCENT PAVING
CLAY BRICK PAVERS, STONE SET
PAVERS, OR CONCRETE PAVERS
ADIRONDACK CHAIRS
MOVABLE, RECYCLED PLASTIC
E. MAIN STREET FIRE ACCESS
24’ W, CLAY BRICK PAVERS WITH
FLUSH CURB
ROUND TREE GRATE
8’ D, CAST IRON
EXISTING OAK TREE
12 12
15 15
11 11
25 26
26 27
27 32
28 28
29 41
30 34
18 33
45 46
35 36 38
39 40
40 37
44 44
8 13
13 14
14 16
17 42
19 10
10 10
22 2
3 3
4 5
7 6
9 20
20 20
20 23
23 24
1 11
25 26
27 28
29 30
31 31
33 34 45
35 36
38 40
41 42
44 43
37 39
2 3
4 5
7 8
9 10
12 46
47 48
47 13
14 15
16 17
18 19
20 21
21 21
32 22
23 24
MOVABLE BISTRO TABLE
STEEL, VARIOUS COLORS
MULCH AREA
CHILDREN’S SENSORY FEATURE
GAME
AT GRADE DECK
WOOD
TWO-PERSON CHESS TABLE
WOOD AND STEEL
PEDESTRIAN SIGN KIOSK
DIGITAL EVENT SIGN
RECTANGULAR TREE GRATE
6’X12’, CAST IRON
POLE LIGHT, PEDESTRIAN
45 DEGREE DIAGONAL PARKING
12.7’ X 20.5’, ASPHALT PAVING
CHILDREN’S SENSORY FEATURE
MUSICAL EQUIPMENT
TRANSFORMER
ACCESSIBLE RAMP
CONCRETE, STEEL HANDRAILS
SITE WALL
3.5’ H. MAX, MORTARED STONE
ELEVATED EVENT DECK
WOOD AND CONCRETE
SITE WALL WITH GUARDRAIL
5.5’ H. MAX, MORTARED STONE AND STEEL
STAIRWAY
CONCRETE
RAISED PLANTER
18” H. MAX, CORTEN STEEL EDGE, WOOD SEAT
PLANTER AREA
ORNAMENTAL, LOW WATER USE
DECORATIVE TERRACES
CORTEN STEEL
SITE WALL WITH SIGN AND LIGHTING
CORTEN STEEL AND CONCRETE
BIKE RACKS
PUBLIC E-BIKE/ SCOOTER CHARGING
SPLASH PAD
AT GRADE JETS, MOSAIC & SEEDED GLASS PAVING
SCULPTURAL SHADE STRUCTURE
STEEL AND ACRYLIC, LIGHTING
SEATING TERRACES
18” H. MAX, STONE
GENTLY SLOPING LAWN AREA
NATURAL GRASS
SCULPTURAL PLAY PIECE
STEEL & ROPE, PLAY SURFACE
VEHICLE DROP-OFF
NO PARKING - PASSENGER LOADING ONLY
BOLLARD, REMOVABLE
SITE RETAINING WALL
2.5’ H, MAX, CONCRETE
AMPHITHEATER ENTRANCE
ARCHWAY
WOOD AND STEEL
FLUSH CURB
CONCRETE, 12” W
ACCESSIBLE PARKING SPACE
RAISED PLANTER
18” H. MAX, MORTARED STONE
CITY HALL PLAZA TERRACE
SEE BLDG C1 PLANS
GRAND STAIR
SEE BLDG C1 PLANS
BARRIER FENCE ALONG SIDEWALK
LOUVERED PERFORATED PANELS,
SEE SHEET L4.3 FOR FENCE DETAIL.
CONCEPTUAL DIGITAL MARQUEE SIGN
STEEL AND CONCRETE W/ SCREEN
LOCATION & DESIGN TO BE PERMITTED
UNDER SEPARATE PERMIT
MATCHLINE, SEE AREA 1
MATCHLINE, SEE AREA 4
6 4
10 10
10 10
10 DESIGN KEY
AWB
48 1
i
v
viii
xi
xii
vi
ix
x
ii
vii
iii
iv
PERSPECTIVE
VIEW
i
E
G
F
H
43 43
BLDG ABOVE
PL
PL
30 MP
MP
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03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L2.2SITE PERSPECTIVES
AREA 2
i SPLASH PAD LOOKING TOWARDS BUILDING B1 (RESTAURANT)
iii E. MAIN ST. MARKET
ii ELEVATED CARPENTER PARK MARKET VIEW
iv SCULPTURAL PLAY FEATURE
PERSPECTIVE RENDERINGS
MP
MP
AWB
NOTE: ANY SIGNS AND PHRASES SHOWN ARE CONCEPTUAL, AND TO BE APPROVED UNDER A SEPARATE PERMIT.
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DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L2.3SITE PERSPECTIVES
AREA 2
v BUILDING B1 (RESTAURANT) TERRACE LOOKING DOWN TO PARK vii CARPENTER PARK FROM THOUSAND OAKS BLVD.
vi MAIN STREET ENTRANCE FROM THE LAKES DRIVE
viii INTERSECTION OF THE LAKES DRIVE AND THOUSAND OAKS BLVD.
PERSPECTIVE RENDERINGS
MP
MP
AWB
NOTE: ANY SIGNS AND PHRASES SHOWN ARE CONCEPTUAL, AND TO BE APPROVED UNDER A SEPARATE PERMIT.
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03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L2.4SITE PERSPECTIVES
AREA 2
ix VIEW FROM THE BOTTOM OF THE GRAND STAIR
xi CARPENTER PARK CENTRAL PLAZA
x E. MAIN ST. DETAILS
xii CARPENTER PARK AT NIGHT
PERSPECTIVE RENDERINGS
MP
MP
AWB
NOTE: ANY SIGNS AND PHRASES SHOWN ARE CONCEPTUAL, AND TO BE APPROVED UNDER A SEPARATE PERMIT.
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03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L2.5SITE SECTIONS
AREA 2
MP
MP
SCALE: 1/4” = 1’-0”
CARPENTER PARK WEST E
SCALE: 1/4” = 1’-0”
EAST MAIN STREET F
SITE SECTIONS
AWB / EE
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03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L2.6SITE SECTIONS
AREA 2
EE / AWB
MP
MP
SCALE: 1/4” = 1’-0”
CARPENTER PARK STAGE & SPLASH PAD
G
SCALE: 1/4” = 1’-0”
CARPENTER PARK TERRACES
H
AWB / EE
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03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L3.1
SCALE 1” = 20’
0’ 20’ 40’ 60’
SITE ENLARGEMENT PLAN
AREA 3
SCALE 1” = 20’
0’ 20’ 40’ 60’
BLDG E2
MIXED USE
BLDG E1
HOTEL
EX.
SCHERR
FORUM
HWY. 101
BLDG C2 EXISTING
PARKING STRUCTURE
OAKWOOD DR.
WEST RD.
AREA 2
AREA 4
AREA 1
AREA 3
MP
MP
MATCHLINE, SEE AREA 1
MATCHLINE, SEE AREA 4
1 1
11 11
12 13
14 15
16 17
18 19
20 19
14 2
3 3
3 20
4 4
5 5
5 5
15 15
6 6
16 7
7 8
8 9
9 10
10 CONTINENTAL CROSSWALK
CLAY BRICK PAVERS, HERRINGBONE, CONCRETE CURB EDGE
POLE LIGHT, STREET
20’ H, SOLAR
SITE RETAINING WALL WITH STAIRWAY TO PARKING STRUCTURE
CONCRETE
SECOND FLOOR ACCESS TO BLDG E2 PARKING STRUCTURE
SIDEWALK
INTEGRAL COLORED CONCRETE, SANDBLAST FINISH
THIRD FLOOR ACCESS TO BLDG E2 PARKING STRUCTURE
STAIRWAY TO MAIN ST
CONCRETE, CANTILEVERED WITH LIGHTING BENEATH
HOTEL PATIO SPACE
ACCENT PAVING, FOUNTAIN
VEHICLE RAMP DOWN TO LOADING DOCK
LOADING DOCK/SERVICE AREA FOR SCHERR FORUM AND HOTEL
LOADING, TRASH PICK-UP AND VIP PARKING
STAIRWAY TO BUILDING C1 AND MAIN ST.
CONCRETE
CANTILEVERED WALKWAY ALONG FACE OF SCHERR FORUM
BOLLARD, PERMANENT
DECORATIVE CONCRETE
TRUNCATED DOMES
NATURAL COLOR
PLANTER AREA
ORNAMENTAL, LOW WATER USE
ENTRANCE/ EXIT TO EXISTING PARKING STRUCTURE
TRANSFORMER
ROUNDABOUT W/ ACCENT TREE IN THE CENTER
CITY VEHICLE ACCESS ONLY TO EXISTING PARKING STRUCTURE
CONCEPTUAL PARKING STRUCTURE SIGN
STEEL AND CONCRETE W/ SCREEN
LOCATION & DESIGN TO BE PERMITTED UNDER SEPARATE PERMIT 2 1
1 13
12 DESIGN KEY
AWB / EE
17 17
2 15
18 PL
UNDISTURBED AREA
PL
iii
ii
i
iv
i PERSPECTIVE VIEW
K
I
J
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2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L3.2SITE PERSPECTIVES
AREA 3
i ENTRANCE TO EXISTING PARKING STRUCTURE
iii LOOKING EAST ON OAKWOOD DR.
ii ACCESS BETWEEN HOTEL AND BUILDING E2
iv VIEW OF LOADING DOCK ENTRANCE AND KAVLI DROP-OFF
PERSPECTIVE RENDERINGS
MP
MP
AWB
NOTE: ANY SIGNS AND PHRASES SHOWN ARE CONCEPTUAL, AND TO BE APPROVED UNDER A SEPARATE PERMIT.
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2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L3.3SITE SECTIONS
AREA 3
MP
MP
SCALE: 3/16” = 1’-0”
UNDER STAIRWAY BETWEEN BUILDING E2/HOTEL I
SCALE: 3/16” = 1’-0”
STAIRWAY TO PARKING STRUCTURE BETWEEN HOTEL/BUILDING E2 J SCALE: 3/16” = 1’-0”
SCHERR FORUM/HOTEL LOADING DOCK K
SITE SECTIONS
AWB / EE
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2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L4.1
SITE ENLARGEMENT PLAN
AREA 4
SCALE 1” = 20’
0’ 20’ 40’ 60’
EXISTING
KAVLI THEATER
EXISTING KAVLI
LOADING DOCK
THE LAKES DR.
BLDG C1
FUTURE
DEVELOPMENT
EXISTING
SCHERR FORUM
MATCHLINE, SEE AREA 3
MATCHLINE, SEE AREA 2
1 1
1 1
8 8
15 15
16 16
17 17
18 18
19 19
20 20
9 9
9 10
10 11
11 12
12 13
13 14
14 2
2 3
3 4
4 5
5 6
6 7
7 7
EXISTING OAK TREE
ACCENT PAVING
CLAY BRICK PAVERS
ACCESSIBLE DROP-OFF
BOLLARD, PERMANENT
DECORATIVE CONCRETE
POLE LIGHT, STREET
20’ H, SOLAR
TRUNCATED DOMES
NATURAL COLOR
SHADE CANOPY
CITY HALL PLAZA TERRACE
SEE BUILDING C1 PLANS
NATIVE PLANT GARDEN
ENTRANCE TO FOOD HALL/PUBLIC RESTROOMS
SEAT WALL
CONCRETE
SCULPTURE GARDEN PATH
TRASH ENCLOSURE W/ GREASE INTERCEPTOR
6FT SCREENING WALL
TRASH COMPACTORS
21 21
22 22
23 23
24 24
25 25
26 27
26 26
SEATING TERRACES
18” H, STONE
EVENT LAWN
ELEVATED VIEWING DECK
WOOD AND CONCRETE
ACCESSIBLE RAMP TO AMPHITHEATER AREA
CONCRETE, STEEL HANDRAILS
TRASH ACCESS PATH TO KAVLI LOADING DOCK
RESTRICTED ACCESS
CONNECTION TO BUILDING C1, EXISTING
CONCRETE WALKWAY AND RAMP
TRANSFORMER
AMPHITHEATER FENCE
LOUVERED PERFORATED PANELS,
SEE SHEET L4.3 FOR FENCE DETAIL.
BANDSHELL BUILDING
SEE BUILDING B2 PLANS
EXISTING CONCRETE TERRACE TO REMAIN
SITE RETAINING WALL
CONCRETE
STAIRWAY
CONCRETE
POLE LIGHT, PEDESTRIAN
12’ H, SOLAR
HWY. 101
AREA 2
AREA 4
AREA 1
AREA 3
1 DESIGN KEY
15 15
MP
MP
AWB / EE
PL
UNDISTURBED AREA
R E S I D E N T I A L
LANDSCAPING AREA
RESTRICTED DEVELOPMENT AREA
i ii
iv
iii
i PERSPECTIVE VIEW
L
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L4.2SITE PERSPECTIVES
AREA 4
i AMPHITHEATER EVENT
iii WALKING INTO THE AMPHITHEATER
ii AMPHITHEATER EVENT AN NIGHT
iv STAGE AND BANDSHELL BUILDING
PERSPECTIVE RENDERINGS
MP
MP
AWB
NOTE: ANY SIGNS AND PHRASES SHOWN ARE CONCEPTUAL, AND TO BE APPROVED UNDER A SEPARATE PERMIT.
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DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L4.3 SITE SECTIONS AND DETAILS
AREA 4
ENTITLEMENT SET - SUBMITTAL 2
STAMP
AGENCY
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PRIME
NO. REVISION DAT
PROJECT MANAGER
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DATE
PROJECT NUMBER
SHEET
DP-2025-70015
9/25/25 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
AMPHITHEATER FENCE
3/8" = 1'-0"
2'-4"
8"
FENCE LENGTH PER PLANS
4" MAX.
SPACING, TYP.
SECTION
TYPICAL ELEVATION
PERSPECTIVE PANEL ENLARGEMENT
#4 REBAR @ 12"
O.C. BOTH WAYS
CONTINUOUS CONCRETE FOOTING
EMBEDDED FENCE PANEL
1/2" THICK CORTEN
STEEL PLATE FENCE PANELS, TYP.
LASER CUT CUSTOM
PERFORATED PATTERN
SET 2 PANELS AT APEX EQUAL HEIGHT (8'-0")
PLANTER, PER PLAN
FG
SEE PANEL ENLARGEMENT
3" CLR.
℄
℄
1'-0"
1/2" THICK CORTEN
STEEL PLATE
NOTES:
1. FINAL FOOTING DESIGN TO BE DETERMINED AT A LATER DATE AFTER GEO-TECHNICAL INVESTIGATIONS.
2. SEE #15 ON SHEET L4.1 FOR AMPHITHEATER FENCE LOCATIONS FG
1'-0",
TYP.
1'-0",
TYP.
PANEL FOOTING,
BELOW GRADE
1 RRM-2900-THO-35
MP
MP
SCALE: 1/8” = 1’-0”
AMPHITHEATER
L
SCALE: 3/8” = 1’-0”
AMPHITHEATER FENCE DETAIL
-
SITE SECTIONS
AWB / EE
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DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L5.1
AWB / DK MP
MP
SITE CHARACTER REGIONS KEY MAP
BLUE
THOUSAND OAKS BOULEVARD FRONTAGE
GREEN
INTERNAL PLAZAS
GREEN
INTERNAL PLAZAS
YELLOW
INTERNAL STREETS
RED
PUBLIC GATHERING
RED
PUBLIC GATHERING
YELLOW
INTERNAL STREETS
SITE MATERIAL FORM SITE MATERIAL SATURATION
PRIMARY SITE COLOR PALETTE: ALL REGIONS
COOL WARM
PRIMARY SITE MATERIAL PALETTE: ALL REGIONS
STUCCO CONCRETE STONE WOOD WEATHERED STEEL
SITE CHARACTER REGIONS KEY MAP
THE CHARACTER OF THE COLORS, MATERIALS AND AMENITIES THROUGHOUT THE SITE WILL VARY BASED ON LOCATION. SOME REGIONS MAY FEATURE A RICH SATURATION OF MATERIALS AND DESIGN DETAILS, WHILE OTHERS MAY BE MORE SUBDUED AND COST CONSCIOUS.
THE KEY MAP ABOVE SEPARATES THE SITE INTO 4 CHARACTER REGIONS, AS FEATURED ON THE FOLLOWING PAGES:
RED: PUBLIC GATHERING
GREEN: INTERNAL PLAZAS
YELLOW: INTERNAL STREETS
BLUE: THOUSAND OAKS BOULEVARD FRONTAGE
SITE MATERIAL SATURATION IS GREATEST IN CARPENTER PARK
AND FADES IN DENSITY TOWARDS THE PERIMETER OF THE SITE.
THE SITE MATERIALS FEATURE A MORE ANGULAR
AND RIGID FORM ADJACENT TO BUILDINGS AND
BECOME MORE ORGANIC AND CURVILINEAR AS
THEY APPROACH EXISTING OAK TREES.
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DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L5.2
AWB / DK MP
MP
CONCRETE PAVING
COLOR: STANDARD GRAY
FINISH: EXPOSED/SEEDED AGGREGATE
CONCRETE PAVING
COLOR: STANDARD GRAY
FINISH: EXPOSED/SEEDED AGGREGATE
CONCRETE PAVERS
PERMEABLE
COLOR: SANDSTONE
CLAY BRICK PAVERS
COLOR: BROWN/BLACK
PATTERN: HERRINGBONE
SAND SET
ROADWAY PAVING
ASPHALT
STONE PAVING
SANDSTONE SETTS
MORTAR SET
SPLASH PAD PAVING
MOSAIC SMALTI TILES EMBEDDED IN CONCRETE
DECKING AROUND OAKS
THERMORY ASH
INTEGRAL COLORED CONCRETE PAVING
COLOR: DARK GRAY
FINISH: LIGHT BROOM
INTEGRAL COLORED CONCRETE PAVING
COLOR: DARK GRAY
FINISH: LIGHT BROOM
INTEGRAL COLORED CONCRETE PAVING
COLOR: TAN
FINISH: SANDBLAST
INTEGRAL COLORED CONCRETE PAVING
COLOR: TAN
FINISH: SANDBLAST
CLAY BRICK PAVERS
COLOR: MIXED RED
SAND SET
CONCRETE PAVERS
COLOR: LIGHT GRAY
SAND SET
CONCRETE PAVERS
COLOR: LIGHT GRAY
SAND SET
CLAY BRICK PAVERS
COLOR: GRAY/BROWN
SAND SET
SITE HARDSCAPE MATERIALS
SITE HARDSCAPE MATERIALS
BLUE
THOUSAND OAKS
BLVD. FRONTAGE
RED
PUBLIC GATHERING
GREEN
INTERNAL PLAZAS
YELLOW
INTERNAL STREETS
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DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L5.3
AWB / DK MP
MP
GROUP BENCH
MATERIAL: CONCRETE
MFR: LANDSCAPE FORMS
PRODUCT: GATHER
RAISED PLANTER
MATERIAL: CORTEN STEEL & WOOD
FINISH: RAW
MFR: STREETLIFE
PRODUCT: ROUGH&READY OVAL
TREE ISLES
PICNIC TABLE
MATERIAL: POWDER COATED STEEL
COLOR: BRONZE
MFR: LANDSCAPE FORMS
PRODUCT: CHARLIE TABLE
ADIRONDACK CHAIR
MATERIAL: RECYCLED PLASTIC
COLOR: CHILI
MFR: LANDSCAPE FORMS
PRODUCT: AMERICANA
SKATE DETERRENTS
MATERIAL: CAST ALUMINUM
COLOR: BRONZE
MFR: SKATESTOPPERS
PRODUCT: WHITE OAK
ROUND TREE GRATE
MATERIAL: CAST IRON
FINISH: RAW
MFR: URBAN ACCESSORIES
PRODUCT: FLAT RAINBOW
BENCH - BACKLESS
MATERIAL: CONCRETE & STEEL
COLOR: BLACK
MFR: LANDSCAPE FORMS
PRODUCT: LEVIT BENCH
LOUNGE SEATING
MATERIAL: WOOD & POWDER
COATED STEEL
COLOR: BLACK
MFR: STREETLIFE
PRODUCT: ROUGH & READY LOUNGE
VINE PILLAR
MATERIAL: CORTEN STEEL
FINISH: RAW
MFR: STREETLIFE
PRODUCT: HIGH GRASS PILLAR
PLANTER POT
MATERIAL: GFRC CONCRETE
COLOR: VARIOUS
MFR: LANDSCAPE FORMS
PRODUCT: DUNE PLANTER
WASTE RECEPTACLES, SOLAR STRING LIGHTS
MATERIAL: METAL & RECYCLED PLASTIC
COLOR: BLACK & DARK GRAY
MFR: BIGBELLY
PRODUCT: SMARTMAX
WASTE RECEPTACLES, SOLAR
MATERIAL: METAL & RECYCLED PLASTIC
COLOR: BLACK & DARK GRAY
MFR: BIGBELLY
PRODUCT: SMARTMAX
TREE GRATE
MATERIAL: CAST IRON
COLOR: RAW
MFR: IRON AGE DESIGNS
PRODUCT: RAIN
BACKED BENCH
MATERIAL: POWDER-COATED STEEL &
WOOD
COLOR: BLACK
MFR: THOMAS STEELE
PRODUCT: ARCADIA
PEBBLE SEATS
MATERIAL: CONCRETE
COLOR: MULTI-COLORED
MFR: LANDSCAPE FORMS
PRODUCT: PETRA
BIKE RACK
MATERIAL: POWDER-COATED
ALUMINUM
COLOR: OBSIDIAN
MFR: LANDSCAPE FORMS
PRODUCT: LOOP BIKE RACK
FLOWER POT RAISED PLANTERS
MATERIAL: POWDER-COATED STEEL
COLOR: VARIOUS
MFR: STREETLIFE
PRODUCT: GIANT FLOWER POT
STREET TREE POT
MATERIAL: CORTEN STEEL
FINISH: RAW
MFR: STREETLIFE
PRODUCT: SHRUBTUB SQUARE
WASTE RECEPTACLE, SOLAR
MATERIAL: METAL & RECYCLED
PLASTIC
COLOR: BLACK & DARK GRAY
MFR: BIGBELLY
PRODUCT: SMARTMAX
TREE GRATE
MATERIAL: CAST ALUMINUM
COLOR: RAW
MFR: IRONSMITH
PRODUCT: METRO
BACKED BENCH
MATERIAL: POWDER-COATED STEEL
COLOR: SILVER METALLIC
MFR: LANDSCAPE FORMS
PRODUCT: AUSTIN BENCH
BIKE RACK
MATERIAL: POWDER-COATED
ALUMINUM
COLOR: SILVER METALLIC
MFR: LANDSCAPE FORMS
PRODUCT: LOOP BIKE RACK
PLANTER POT
MATERIAL: GFRC CONCRETE
COLOR: WHITE
MFR: LANDSCAPE FORMS
PRODUCT: CUSTOM PLANTER
WASTE RECEPTACLE, SOLAR
MATERIAL: METAL & RECYCLED PLASTIC
COLOR: BLACK & DARK GRAY
MFR: BIGBELLY
PRODUCT: SMARTMAX
SITE FURNISHINGS
SITE FURNISHINGS
BLUE
THOUSAND OAKS
BLVD. FRONTAGE
RED
PUBLIC GATHERING
GREEN
INTERNAL PLAZAS
YELLOW
INTERNAL STREETS
ENTITLEMENT SET - SUBMITTAL
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CONSULTANT
PRIME
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L5.4
AWB / DK MP
MP
STEEL AND ROPE CLIMBER WITH BASKET SWING, COMPLIES WITH ASTM F1487 MFR: BERLINER
MODEL: SHOUT.06
SURFACING: POURED-IN-PLACE RUBBER SURFACING WITH REQUIRED IMPACT ATTENUATION PROVIDED WITHIN THE USE ZONE OF THE PLAY STRUCTURE COMPLYING WITH ASTM F1292. SPLASH PAD DETAILS:
- AREA: 750SF
- SPLASH PAD TO INCLUDE A COMPLETE RECIRCULATION SYSTEM INCLUDING PUMP, UNDERGROUND RESERVOIR TANK, CHEMICAL TREATMENT, ETC.
- ONE OUTDOOR RINSING SHOWER TO BE PROVIDED
- 5FT DRY WALKING SURFACE PROVIDED AROUND THE SPLASH PAD
EXAMPLE FOUNTAIN
EXAMPLE FOUNTAIN
CONCEPTUAL FOUNTAIN DESIGN IN TOWN SQUARE
BELL LYRE
TYPE: MUSICAL
MFR: PERCUSSION PLAY
DANCE CHIMES
TYPE: MUSICAL
MFR: RICHTER SPIELGERATE
MARBLE TABLE
TYPE: GAME
MFR: RICHTER SPIELGERATE
BRONZE SCULPTURES
BRONZE CASTINGS OF LOCAL FLORA AND FAUNA TO BE FEATURED IN NATIVE GARDEN AREAS, ON TREES AND IN PLAZA AREAS THROUGHOUT THE DOWNTOWN.
WHIRLPOOL COLUMN
TYPE: SENSORY
MFR: RICHTER SPIELGERATE
MY TUNES
TYPE: MUSICAL
MFR: PERCUSSION PLAY
MUSICAL & SENSORY FEATURES
SCULPTURAL PLAY STRUCTURE
PLAYABLE FOUNTAIN
Photo: Courtesy of Fletcher Studios
Shout.06
95.190.409
(m)
('-")
12,1 × 12,4 × 3,1
39-8 × 40-5 × 10-2
EN 1176 (m)
ASTM/CSA (m)
ASTM/CSA ('-")
15,1 × 16,8
15,8 × 18,2
51-8 × 59-9
EN 1176 (m)
ASTM/CSA ('-")
2,99
9-10
5–12
San Francisco,
USA
The undulating curvatures of Shout.06 rise
from 2 up to 10 feet with no visible upright
posts. Different types of nets offer various
degrees of challenge with plenty of footing
and handholds for children to safely climb
up and down, horizontally, and vertically.
Banister and nest seat extend the play
value to a maximum of variety.
32 Inclusive
Play
324 Berliner Twist & Shout
BALL LABYRINTH
TYPE: GAME
MFR: RICHTER SPIELGERATE
PLAY EQUIPMENT AND AMENITIES
PLAY EQUIPMENT AND AMENITIES
CONCEPTUAL FOUNTAIN DESIGN IN TOWN SQUARE AT NIGHT
THESE ITEMS WILL BE FOUND THROUGHOUT ALL REGIONS ON THE SITE. THEY ARE DURABLE ENOUGH TO BE LOCATED ALONG THE STREETSCAPE AND IN PLAZAS, DOUBLING AS BOTH PUBLIC ART AND A JOYFUL CURIOSITY FOR USERS OF ALL AGES.
THIS ORGANICALLY SHAPED CLIMBER PROVIDES A PLAY OPPORTUNITY FOR USERS OF ALL AGES IN CARPENTER PARK.
THIS CUSTOM FOUNTAIN DESIGN WILL FEATURE AT-GRADE JETS THAT CAN BE PROGRAMMED TO ACTIVATE ONLY DURING CERTAIN HOURS. JETS WILL INCLUDE DECORATIVE LIGHTING FOR AN IMMERSIVE NIGHT TIME EXPERIENCE. 4 03/23/26
6/1/26
34 03/23/26
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AGENCY
CONSULTANT
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NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
DP-2025-70015
9/25/25 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L5.3
AWB / DK MP
MP
FIXTURE 8: INGRADE TREE
FLOOD LIGHT
MANUFACTURER: BK LIGHTING
MODEL: K2 FLOOD LIGHT
NOTES:
GROUND MOUNTED TREE FLOOD
LIGHT
FIXTURE 7: SECURITY
BOLLARD
MANUFACTURER: FORMS AND
SURFACES
MODEL: HELIO BOLLARD
NOTES:
SECURITY CORE AVAILABLE, 180
DEG AND 360 DEG DISTRIBUTIONS
AS NECESSARY, 40 IN HEIGHT
FIXTURE 9: CATENARY LIGHTS
MANUFACTURER: WE-EF
MODEL: DAS100
NOTES:
MOUNTING HEIGHT AT 15 FT
FIXTURE 10: RECESSED
STEP LIGHT
MANUFACTURER: BEGA
MODEL: RECESSED WALL
LUMINAIRE
NOTES:
STANDARD FIXTURE MOUNTING
HEIGHT AT 1 FT 6 IN
FIXTURE 6: UNDERBENCH
LIGHT
MANUFACTURER: QTL
MODEL: Q-CAP WALA
NOTES:
UNDERBENCH LIGHTING FIXTURE
FOR ACCENTED GLOW
SITE LIGHTING TYPOLOGIES
SITE FURNISHINGS
GREEN
INTERNAL PLAZAS
FIXTURE 12: ONGRADE
FACADE WASH
MANUFACTURER: BEGA
MODEL: 84174
NOTES:
ONGRADE MOUNTED FACADE
WASH FIXTURE FOR BUILDING
ACCENT
FIXTURE 11: CANOPY
ACCENT LIGHT
MANUFACTURER: ECOSENSE
MODEL: TROV L45/L60
NOTES:
BUILDING MOUNTED CANOPY
ACCENT LIGHT
FIXTURE 13: TRELLIS
LIGHTING
MANUFACTURER: KLIK USA
MODEL: LEDPOD XL50 FLAT
NOTES:
FIXTURE INTEGRATED INTO
TRELLIS
FIXTURE 15: EXTERIOR
DOWN LIGHTING
MANUFACTURER: LUCIFER
MODEL: FRAXION 3
NOTES:
EXTERIOR RATED DOWNLIGHT WITH
GLARE CONTROL
FIXTURE 14: STAIR RAIL
LIGHTING
MANUFACTURER: COLE LIGHTING
MODEL: LR6
NOTES:
INTEGRATED STAIR HANDRAIL
LIGHTING
11 9
12 7
13 6
8 14
7 3 6/1/26
4 03/23/26
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AGENCY
CONSULTANT
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NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
DP-2025-70015
9/25/25 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L5.4
AWB / DK MP
MP
FIXTURE 8: INGRADE TREE
FLOOD LIGHT
MANUFACTURER: BK LIGHTING
MODEL: K2 FLOOD LIGHT
NOTES:
GROUND MOUNTED TREE FLOOD
LIGHT
FIXTURE 7: SECURITY
BOLLARD
MANUFACTURER: FORMS AND
SURFACES
MODEL: HELIO BOLLARD
NOTES:
SECURITY CORE AVAILABLE, 180
DEG AND 360 DEG DISTRIBUTIONS
AS NECESSARY, 40 IN HEIGHT
FIXTURE 6: UNDERBENCH
LIGHT
MANUFACTURER: QTL
MODEL: Q-CAP WALA
NOTES:
UNDERBENCH LIGHTING FIXTURE
FOR ACCENTED GLOW
SITE LIGHTING TYPOLOGIES
SITE FURNISHINGS
YELLOW
INTERNAL STREETS
FIXTURE 5: POLE FLOOD
LIGHT
MANUFACTURER: BEGA
MODEL: COMPACT FLOODLIGHT
NOTES:
MOUNTING HEIGHT AT 15 FEET
WITH POLE MOUNTED FLOOD
LIGHTS FOR SPECIMEN TREES
MOUNTING HEIGHT AT 15 FEET
FIXTURE 2: PEDESTRIAN
SCALE AREA LIGHT
MANUFACTURER: LANDSCAPE
FORMS
MODEL: TORRES
NOTES:
MOUNTING HEIGHT AT 15 FEET
FIXTURE 1: STREET POLE
AREA LIGHT
MANUFACTURER: LANDSCAPE
FORMS
MODEL: TORRES
NOTES:
MOUNTING HEIGHT AT 25 FEET
1 2
7 5
6 8
8 3 6/1/26
4 03/23/26
6/1/26
34 03/23/26
PROJECT AREA BOUNDARY
PARCEL LINES
TREE PROTECTION ZONE AND FENCING, SEE NOTE 3
EXISTING PROTECTED TREE TO REMAIN
EXISTING PROTECTED TREE TO BE REMOVED
EXISTING PROTECTED TREE TO BE RELOCATED
HARDSCAPE ENCROACHMENT WITHIN TPZ*
* PROTECTED TREES WITHIN CARPENTER PARK WILL FEATURE
ELEVATED DECKING LOCATED INSIDE THE TREE PROTECTION
ZONE (TPZ). THIS DECKING IS NOT CONSIDERED A
HARDSCAPE ENCROACHMENT SINCE IT WILL BE RAISED
ABOVE GRADE, SUPPORTED BY SINGLE-POST FOOTINGS
SPACED AT REGULAR INTERVALS. THE SPECIFIC FOOTING
DESIGN HAS NOT YET BEEN FINALIZED; HOWEVER, PAN
FOOTINGS MAY BE UTILIZED TO FURTHER MINIMIZE POTENTIAL
IMPACTS. PRIOR TO CONSTRUCTION, ALL PROPOSED POST
AND FOOTING LOCATIONS WILL BE POTHOLE-TESTED TO
ASSESS ROOT PRESENCE AND TREE IMPACTS. IF SIGNIFICANT
ROOTS ARE ENCOUNTERED, POST LOCATIONS WILL BE
ADJUSTED ACCORDINGLY.
X
o
X X X
P R O J E C T A R E A B O U N D A R Y
P R O J E C T A R E A B O U N D A R Y
EXISTING TREES TO REMAIN
(OTHER SPECIES)
EXISTING TREES TO REMAIN
(OTHER SPECIES)
ELEVATED
DECK
HARDSCAPE
AREA
HARDSCAPE
AREA
LAWN
AREA
TREES IN THIS AREA ARE NOT A
PART OF THE PROJECT
HARDSCAPE
AREA
#308 - X
#310 - X
#311 - X
#313 - O
#314 - X
#315 - X
#316 - O
#317 - X
#318 - O
#319 - X
#320 - X
#1744 - X
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DECK
MULCH
AREA
HARDSCAPE
AREA
MULCH
AREA
HARDSCAPE
AREA
X
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#1758
#1759
#1760
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UNTAGGED
JUVENILE OAK
UNTAGGED
JUVENILE OAK
HARDSCAPE ENCROACHMENT IS
SIMILAR TO EXISTING CONDITIONS.
TREE IS IN EXISTING PLANTER
ADJACENT TO ROAD.
HARDSCAPE ENCROACHMENT IS
SIMILAR TO EXISTING CONDITIONS.
TREE IS IN EXISTING PLANTER
SURROUNDED BY ASPHALT.
ENTITLEMENT SET - SUBMITTAL 3
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AGENCY
CONSULTANT
PRIME
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
DP-2025-70015
01/06/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L6.1
TREE PROTECTION
AND REMOVALS PLAN
0 40 80 120 feet
1"=40'
20 1. THIS PLAN SHALL BE REVIEWED IN CONJUNCTION WITH THE DOWNTOWN THOUSAND OAKS PROJECT ARBORIST REPORT, DATED OCTOBER 8TH, 2025 PREPARED BY BANCROFT CONSTRUCTION SERVICES.
2. SEE ARBORIST REPORT FOR TREE DISPOSITION AND TOTALS.
3. “PROTECTED ZONE” SHALL MEAN A SPECIFICALLY DEFINED AREA TOTALLY ENCOMPASSING AN OAK TREE WITHIN WHICH WORK ACTIVITIES ARE STRICTLY CONTROLLED. WHEN DEPICTED ON A
MAP, THE OUTERMOST EDGE OF THE PROTECTED ZONE WILL APPEAR AS AN IRREGULAR SHAPED CIRCLE THAT FOLLOWS THE CONTOUR OF THE DRIPLINE OF THE TREE. USING THE DRIPLINE AS A POINT OF REFERENCE, THE PROTECTED ZONE SHALL COMMENCE AT A POINT FIVE (5'-0") FEET OUTSIDE OF THE DRIPLINE AND EXTEND INWARD TO THE TRUNK OF THE TREE. IN NO CASE SHALL THE PROTECTED ZONE BE LESS THAN FIFTEEN (15'-0") FEET FROM THE TRUNK OF AN OAK TREE.
4. ALL WORK CONDUCTED WITHIN THE PROTECTED ZONE OF THE OAK TREE, UNLESS OTHERWISE LISTED AS EXEMPT BY TITLE 5, CHAPTER 14 OF THE MUNICIPAL CODE OR THESE GUIDELINES, WILL BE PERFORMED IN THE PRESENCE OF THE APPLICANT'S OAK TREE PRESERVATION CONSULTANT.
5. IT IS THE POLICY OF THE CITY OF THOUSAND OAKS NOT TO ALLOW THE REMOVAL OF LIVE TISSUE FOR THE PURPOSE OF IMPROVING OR ALTERING THE APPEARANCE OF AN OAK TREE. THEREFORE,
ORNAMENTAL PRUNING, AESTHETIC PRUNING, THINNING OUT, HEADING UP, OR ANY OTHER SIMILAR PRUNING WHICH INVOLVES THE REMOVAL OF LIVE TISSUE IS NOT PERMITTED.
6. CLEARANCE PRUNING, AS DEFINED IN THE TITLE 5, CHAPTER 14, OF THE MUNICIPAL CODE SHALL BE
LIMITED TO ACHIEVING THE FOLLOWING MINIMUM CLEARANCES, UNLESS OTHERWISE APPROVED BY AN OAK TREE PERMIT:
A. SEVEN FEET, SIX INCHES (7'-6") ABOVE PEDESTRIAN WALKWAYS, APPROVED PARKING AREAS, OR SINGLE FAMILY RESIDENTIAL DRIVEWAYS.
B. SIXTEEN (16'-0") FEET ABOVE STREETS OR NON SINGLE FAMILY RESIDENTIAL DRIVEWAYS.
C. FIVE (5'-0") FEET FROM AN EXISTING BUILDING.
7. GENERALLY, OUR NATIVE OAK TREES ARE A HARDY SPECIES. HOWEVER, THERE ARE A VARIETY OF DISEASES AND PESTS THAT CAN SEVERELY AFFECT TREES THAT ARE IN A STATE OF GENERAL DECLINE.
SINCE THE ENTIRE SUBJECT OF DISEASES, PESTS AND INSECTS IS A HIGHLY TECHNICAL MATTER, NO
DISEASED TISSUE MAY BE REMOVED, UNLESS IT IS DETERMINED TO BE HAZARDOUS OR OTHERWISE APPROVED BY OAK TREE PERMIT.
8. WHERE STRUCTURAL FOOTINGS ARE REQUIRED AND ROOTS WILL BE IMPACTED, THE FOOTING(S) SHALL BE BRIDGED AND THE ROOTS PROTECTED. COVER ALL SUCH ROOTS WITH A LAYER OF PLASTIC CLOTH AND TWO (2) INCHES TO FOUR (4) OF STYROFOAM MATTING, OR OTHER PROTECTIVE MEASURE AS APPROVED BY PERMIT, PRIOR TO POURING THE FOOTING.
9. A MINIMUM SETBACK OF FIFTEEN (15'-0") FEET FROM THE TRUNK OF AN OAK TREE SHALL BE MAINTAINED AT ALL TIMES. THUS, NO ENCROACHMENTS, UNLESS OTHERWISE EXEMPT IN TITLE 5, CHAPTER 14 OF THE MUNICIPAL CODE, SHALL BE PERMITTED TO OCCUR ANY CLOSER THAN FIFTEEN (15'-0") FEET AWAY FROM THE TRUNK OF A TREE.
10. UNLESS OTHERWISE APPROVED, ALL WORK CONDUCTED IN THE GROUND WITHIN THE PROTECTED ZONE WILL BE ACCOMPLISHED USING HAND TOOLS ONLY.
11. ALL TREE CUTTINGS ARE TO REMAIN ON THE GROUND UNTIL AN INSPECTION HAS BEEN CONDUCTED BY THE COMMUNITY DEVELOPMENT DEPARTMENT. THEREFORE, UPON COMPLETION OF THE WORK,
THE PROPERTY OWNER, OAK TREE PRESERVATION CONSULTANT, OR TREE SERVICE, WILL CALL THE COMMUNITY DEVELOPMENT DEPARTMENT AND REQUEST AN INSPECTION OF THE SITE. ALL WORK
SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE ORDINANCES AND PROCEDURES DETAILED IN THIS RESOLUTION.
12. PERMITTED ENCROACHMENTS: THE FOLLOWING IMPROVEMENTS MAY BE PERMITTED TO BE
INSTALLED WITHIN THE PROTECTED ZONE OF AN OAK TREE SUBJECT TO THE APPROVAL OF AN OAK
TREE PERMIT ISSUED BY THE COMMUNITY DEVELOPMENT DEPARTMENT AND THE LIMITATIONS AND GUIDELINES CONTAINED IN THIS SECTION: PATIO COVERS, WOOD DECKS, GARDEN WALLS,
FENCES, GAZEBOS, DRIVEWAYS, WALKWAYS, ABOVE GROUND SPAS AND RELATED EQUIPMENT AND OTHER SIMILAR IMPROVEMENTS. THE GUIDELINES AND LIMITATIONS ARE AS FOLLOWS:
a. AN OAK TREE PERMIT WILL NEED TO BE SUBMITTED AND APPROVED BY THE COMMUNITY
DEVELOPMENT DEPARTMENT
b. WHEN APPROVED, TRENCHING UNDER THE DRIPLINE OF AN OAK TREE SHALL BE PERFORMED WITH
HAND TOOLS ONLY
c. ALL OF THE WORK MUST BE CONDUCTED IN THE PRESENCE OF AN OAK TREE PRESERVATION
CONSULTANT
d. MINOR ROOTS UNDER ONE INCH IN DIAMETER MAY BE CUT BUT MUST BE TREATED WITH A
FUNGICIDE /SEALANT COMPOUND BEFORE THE IMPROVEMENT IS INSTALLED e. MAJOR ROOTS OVER ONE INCH IN DIAMETER MAY NOT BE CUT. DEPENDING UPON THE TYPE OF
IMPROVEMENT BEING PROPOSED, BRIDGING TECHNIQUES OR A NEW SITE MAY NEED TO BE EMPLOYED TO PROTECT THE ROOT AND THE TREE.
TREE PROTECTION NOTES
NOTES:
A. SEE ARBORIST REPORT FOR
ADDITIONAL TREE PROTECTION
REQUIREMENTS.
B. NO PRUNING SHALL BE
PERFORMED EXCEPT BY
CITY-APPROVED ARBORIST.
C. NO HEAVY EQUIPMENT SHALL
OPERATE INSIDE THE TREE
PROTECTION ZONE INCLUDING
DURING FENCE INSTALLATION AND
REMOVAL.
D. NO CONSTRUCTION MATERIALS
SHALL BE STORED WITHIN TREE
PROTECTION ZONE.
2' x 2' SQ. SIGN, INSTALL IN 4
LOCATIONS EQUIDISTANT
AROUND EACH TREE.
TREE PROTECTION FENCE:
6FT TALL TEMPORARY CHAIN
LINK FENCE ON STANDS.
TREE PROTECTION FENCE
1/4" = 1'-0"
WIDTH PER PLAN
USE HAND EQUIPMENT FOR PAVING
REMOVAL WITHIN FENCING
5" THICK LAYER OF MULCH
8" O.C.
WARNING
THIS FENCE SHALL NOT BE
REMOVED OR
RELOCATED WITHOUT
WRITTEN AUTHORIZATION
FROM THE COMMUNITY
DEVELOPMENT
DEPARTMENT.
1 RRM-2900-THO-10
SYMBOL LEGEND
EX. KAVLI
THEATER
MP
DK MP
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DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L6.1
0’ 40’ 80’
SCALE 1” = 40’
BLDG C1
EXISTING
KAVLI THEATER
EXISTING
LOADING DOCK
BLDG B2
BANDSHELL
AMPHITHEATER
EXISTING
SCHERR FORUM
BLDG E3.3
MIXED USE
CARPENTER
PARK
BLDG B1
RESTAURANT
THE LAKES DR.
THOUSAND OAKS BLVD.
BLDG E3.1
MIXED USE
BLDG E2
MIXED USE
OAKWOOD DR.
BLDG C2 EXISTING
PARKING STRUCTURE
BLDG E1
HOTEL
BLDG E3.2
MIXED USE
W. MAIN ST. E. MAIN ST.
WEST RD.
EX.
1868
TOB
MP
MP
AWB
TREE PROTECTION, RELOCATION
AND REMOVALS PLAN
BLDG C1
P R O J E C T A R E A B O U N D A R Y
P R O J E C T A R E A B O U N D A R Y
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2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L6.2 OAK TREE REPLACEMENT PLAN
0 40 80 120 feet
1"=40'
20 1. PER CITY OF THOUSAND OAKS RESOLUTION 2010-014, WHERE PROTECTED SPECIES HAVE BEEN APPROVED FOR REMOVAL, THE FOLLOWING SCHEDULE SHALL APPLY;
1.1. DEAD OR HAZARDOUS OAK TREES - ONE (1) FIFTEEN (15GAL) GALLON SHALL BE PLANTED FOR EACH TREE APPROVED FOR REMOVAL.
1.2. HEALTHY OAK TREES - WHETHER NEW OR EXISTING CONSTRUCTION, THREE (3) OAKS WILL BE PLANTED TO REPLACE EACH TREE APPROVED FOR REMOVAL, AS FOLLOWS:
1.2.1. TWO (2) TWENTY-FOUR (24") INCH BOX SPECIMENS AND,
1.2.2. ONE (1) THIRTY-SIX (36") INCH OR SIXTY (60") INCH BOX SPECIMENS TO BE DETERMINED AS FOLLOWS:
IN CASE OF EXCEPTIONAL SPECIMENS, (TREES WHOSE SIZE EXCEEDS FOURTY-EIGHT (48") INCHES
IN DIAMETER), THE APPLICANT WILL BE REQUIRED TO OBTAIN THE LARGEST NURSERY-GROWN OAK TREE THAT IS AVAILABLE, OR PROVIDE TWO (2) SIXTY (60") INCH BOX TREES FOR EACH HEALTHY TREE APPROVED FOR REMOVAL.
2. THIS PLAN SHALL BE REVIEWED IN CONJUNCTION WITH THE DOWNTOWN THOUSAND OAKS PROJECT ARBORIST REPORT, DATED OCTOBER 8TH, 2025 PREPARED BY BANCROFT CONSTRUCTION SERVICES.
3. SEE ARBORIST REPORT FOR FINAL OAK TREE REPLACEMENT TOTALS.
4. OFFSITE REPLACEMENT PLANTING LOCATIONS TO BE DETERMINED BY THE CITY OF THOUSAND OAKS.
OAK TREE REPLACEMENT NOTES
EXISTING PROTECTED TREE TO REMAIN
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS CA NATIVE QTY TREES
REPLACEMENT OAK TREES 11
QUERCUS AGRIFOLIA COAST LIVE OAK 36" BOX VERY LOW YES
QUERCUS LOBATA VALLEY OAK 36" BOX MODERATE YES
QUERCUS TOMENTELLA ISLAND OAK 36" BOX LOW YES
4 4
3 (TOTAL)
PLANT SCHEDULE (EXPLODED)
MP
DK MP
UNTAGGED
JUVENILE OAK
STORM DRAIN EASEMENT
STORM DRAIN EASEMENT
RELOCATED PROTECTED TREE
SEE L6.1 AND ARBORIST REPORT
FOR TREES TO BE RELOCATED
TREES LABELED AS "TO BE RELOCATED" ON
SHEET 6.1 NEAR THE EXISTING PARKING
STRUCTURE ARE PLANNED TO BE
TRANSPLANTED TO THIS KNOLL AT THE
SOUTH EAST CORNER OF THE PROJECT
PROPERTY.
THE LOCATIONS SHOWN HERE ARE
DIAGRAMMATIC AND FINAL LOCATIONS
SHALL BE DETERMINED IN THE FIELD WITH
THE PROJECT ARBORIST.
MATCHLINE, SEE CONTINUATION BELOW
MATCHLINE, SEE CONTINUATION ABOVE
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03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L6.2
0’ 40’ 80’
SCALE 1” = 40’
BLDG C1
EXISTING
KAVLI THEATER
EXISTING
LOADING DOCK
EXISTING
SCHERR FORUM
BLDG E3.3
MIXED USE BLDG B1
RESTAURANT
THE LAKES DR.
THOUSAND OAKS BLVD.
BLDG E3.1
MIXED USE
BLDG E2
MIXED USE
OAKWOOD DR.
BLDG C2 EXISTING
PARKING STRUCTURE
BLDG E1
HOTEL
BLDG E3.2
MIXED USE
W. MAIN ST.
E. MAIN ST.
WEST RD.
EX.
1868
TOB
BLDG B2
BANDSHELL
CARPENTER
PARK
AMPHITHEATER
MP
MP
AWB
OAK TREE REPLACEMENT
& PROTECTION PLAN
BLDG C1
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2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.1
MP
MP
DK
LANDSCAPE & FUEL MODIFICATION
ZONE NOTES & PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS CA NATIVE CANOPY REMARKS TREES
ACER PALMATUM*** JAPANESE MAPLE 24" BOX LOW NO 20' ***NOT IN FMP LIST (TO-FMP).
ARBUTUS X 'MARINA'* MARINA STRAWBERRY TREE 24" BOX LOW NO 25' 40' H X 40' W CERCIDIUM X `DESERT MUSEUM`*^ DESERT MUSEUM PALO VERDE 24" BOX VERY LOW NO 20' 30' W X 30'' H.
CHIONANTHUS RETUSUS*^ CHINESE FRINGE TREE 24" BOX MODERATE NO 20' 20' H X 20' W GEIJERA PARVIFLORA^ AUSTRALIAN WILLOW 24" BOX LOW NO 25' 30' W X 30' H.
GINKGO BILOBA MAIDENHAIR TREE 24" BOX MODERATE NO 30' 35-80' H X 30-80' W HYMENOSPORUM FLAVUM SWEETSHADE 24" BOX MODERATE NO 18' 20' W X 40' H.
JACARANDA MIMOSIFOLIA JACARANDA 24" BOX LOW NO 25' 30' W X 40' H.
KOELREUTERIA PANICULATA*^ GOLDEN RAIN TREE 24" BOX LOW NO 30' 20-35' W X 40' H LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ' NATCHEZ CRAPE MYRTLE 24" BOX LOW NO 18' 20' W X 20' H.
OLEA EUROPAEA `SWAN HILL`* MULTI-TRUNK SWAN HILL FRUITLESS OLIVE 36" BOX LOW NO 25' 25-30'+ W X 30' H.
PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX MODERATE YES 30' 50-100' H X 50-100' W QUERCUS AGRIFOLIA*^ COAST LIVE OAK 36" BOX VERY LOW YES 35' 70'+ W X 30'-70' H QUERCUS LOBATA*^ VALLEY OAK 36" BOX MODERATE YES 35' 70' W X 70' H QUERCUS TOMENTELLA^ ISLAND OAK 36" BOX LOW YES 30' 25'-40' W X 50' H ULMUS PARVIFOLIA* LACEBARK ELM 24" BOX MODERATE NO 25' 40-60' H X 40-60' W X CHITALPA TASHKENTENSIS* PINK CHITALPA 24" BOX LOW NO 25' 20'-30' W X 20'-30' H.
SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS CA NATIVE SPACING REMARKS SHRUBS
AGAVE DESMETIANA SMOOTH AGAVE 5 GAL LOW NO 48" o.c. 4' W X 3' H.
AGAVE X 'BLUE FLAME' BLUE FLAME AGAVE 5 GAL LOW NO 36" o.c. 3' W X 2.5' H.
AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 2 GAL LOW NO 36" o.c. 3' W X 2' H.
ALOE X `CONEJO FLAME` CONEJO FLAME ALOE 5 GAL LOW NO 48" o.c. 4' W X 4' H.
CISTUS SALVIIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 5 GAL LOW NO 72" o.c. 6' W X 1-2' H CISTUS X 'SUNSET' MAGENTA ROCKROSE 5 GAL LOW NO 96" o.c. 6-8' W X 1-2' H.
CYRTOMIUM FALCATUM HOLLY FERN 2 GAL MODERATE NO 48" o.c. 3-4' W X 2-3' H EPILOBIUM CANUM LATIFOLIUM 'EVERETT'S CHOICE' EVERETT'S CALIFORNIA FUCHSIA 5 GAL VERY LOW YES 60" o.c. 3-5' W X 1-2' H HESPERALOE PARVIFLORA RED YUCCA 2 GAL VERY LOW NO 72" o.c. 4-6' W X 3-4' H LANTANA X 'NEW GOLD' NEW GOLD LANTANA 5 GAL LOW NO 72" o.c. 6' W X 2' H LOMANDRA LONGIFOLIA 'ARCTIC FROST' ARCTIC FROST RUSH 1 GAL LOW NO 36" o.c. 3' W X 3' H PENSTEMON HETEROPHYLLUS FOOTHILL PENSTEMON 5 GAL LOW YES 48" o.c. 2' H X 4' W
GROUND COVERS
CERASTIUM TOMENTOSUM SNOW IN SUMMER 1 GAL MODERATE NO 48" o.c. 2-3' W X 6-8" H DYMONDIA MARGARETAE SILVER CARPET DYMONDIA 4"POT LOW NO 36" o.c. 12-24" W X 3" H ERIGERON GLAUCUS SEASIDE DAISY 2 GAL LOW YES 36" o.c. 2' W X 10-12" H FRAGARIA CHILOENSIS BEACH STRAWBERRY 2 GAL LOW YES 36" o.c. 24' W X 6-12" H LIRIOPE SPICATA CREEPING LILYTURF 4"POT MODERATE NO 36" o.c. 18" W X 12" H MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 1 GAL LOW NO 108" o.c. 9' W X 6" H OENOTHERA STUBBEI BAJA EVENING PRIMROSE 4"POT LOW NO 36" o.c. 2' W X 5" H PHYLA NODIFLORA LIPPIA 4"POT LOW YES 36" o.c. 3' W X 6-15" H TEUCRIUM COSSONII CREEPING GERMANDER 2 GAL LOW NO 36" o.c. 2' W X 4-6" H
NATURAL TURF
TURF SOD TIFTUF HYBRID BERMUDA BLEND SOD
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2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.1
LANDSCAPE & FUEL MODIFICATION
ZONE NOTES & PLANT LIST
3.0 DEFENSIBLE SPACE ZONES.
ZONES 0, 1 AND 2 CURRENTLY MAKE UP THE 100 FEET OF DEFENSIBLE SPACE REQUIRED BY LAW. SEE FIGURE 1. THE REQUIREMENTS FOR EACH ZONE ARE LISTED IN SECTION 3.1 THROUGH 3.7.
3.1 ZONE 0 – NON-COMBUSTIBLE ZONE
3.1.1 PURPOSE AND LOCATION.
ZONE 0 REDUCES THE LIKELIHOOD OF STRUCTURE IGNITION BY REDUCING
THE POTENTIAL FOR DIRECT IGNITION OF THE STRUCTURE FROM FLAME
CONTACT, BY EMBERS THAT ACCUMULATE AT THE BASE OF A WALL,
AND/OR INDIRECT IGNITIONS WHEN EMBERS IGNITE VEGETATION,
VEGETATIVE DEBRIS OR OTHER COMBUSTIBLE MATERIALS LOCATED CLOSE
TO THE STRUCTURE THAT RESULT IN EITHER A RADIANT HEAT AND/OR A DIRECT FLAME CONTACT EXPOSURE TO THE STRUCTURE.
ZONE 0 IS THE HORIZONTAL AREA WITHIN THE FIRST FIVE FEET AROUND THE STRUCTURE, ANY OUTBUILDINGS, AND ATTACHED DECKS, AND STAIRS.
ZONE 0 IS MEASURED FROM THE EDGE OF A STRUCTURE, ATTACHED DECKS,
PATIO COVERS, BALCONIES, AND FLOOR PROJECTIONS ABOVE GRADE,
THE ZONE ALSO INCLUDES THE AREA UNDER ATTACHED DECKS AND STAIR LANDINGS.
3.1.2 NON-COMBUSTIBLE ZONE 0 FOR NEW BUILDINGS AND ADDITIONS TO EXISTING BUILDINGS.
EFFECTIVE MARCH 1, 2025, FUELS, INCLUDING COMBUSTIBLE MATERIALS AND VEGETATION, ARE PROHIBITED IN ZONE 0 FOR ALL NEW BUILDINGS,
ADDITIONS TO EXISTING BUILDINGS, INSTALLATION OF NEW LANDSCAPE, AND REFURBISHMENT OF EXISTING LANDSCAPE AREAS.
THE APPLICATION DATE OF SECTION 3.1.2 SHALL BE THE LATER APPLICATION DATE WHEN ANY OF THE FOLLOWING OCCUR:
a. FIRE DEPARTMENT CLEARANCE FOR A NEW BUILDING OR ADDITION TO AN EXISTING BUILDING.
b. BUILDING PERMIT FOR A NEW BUILDING OR ADDITION TO AN EXISTING BUILDING.
c. LANDSCAPE PLANS SUBMITTED FOR FIRE DEPARTMENT REVIEW. d. LANDSCAPE PLANS APPROVED BY VCFD PRIOR TO MARCH 1, 2025, BUT NOT INSTALLED.
e. REPLACEMENT OF LANDSCAPE WHEN LANDSCAPE PLANS ARE NOT REQUIRED.
3.1.2.1 ADDITIONAL REQUIREMENTS IN ZONE 0:
a. TREES.
NEW AND EXISTING TREE CANOPIES ARE PROHIBITED WITHIN 10 FEET OF
NEW BUILDINGS, INCLUDING THE ADDITION PORTION TO EXISTING BUILDINGS.
EXCEPTION FOR PROTECTED OAK TREES.
EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE A MINIMUM 5-FOOT CLEARANCE ABOVE THE ROOF AND 5 FEET TO THE SIDE
OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
b. LANDSCAPED ROOFS ARE PROHIBITED.
c. VEGETATION ON AND UNDERNEATH DECKS IS PROHIBITED.
d. OTHER COMBUSTIBLE MATERIALS UNDERNEATH ANY DECK, NOT PART OF THE DECK STRUCTURE ITSELF, SHALL BE REMOVED.
e. NO NEW WINDOW PLANTING BOXES SHALL BE ATTACHED TO THE STRUCTURE.
f. ARTIFICIAL OR SYNTHETIC GRASS IS PROHIBITED WITHIN ZONE 0. g. VINES AND CLIMBING PLANTS ARE NOT ALLOWED ON STRUCTURES,
INCLUDING DECKS, PATIO / SHADE STRUCTURES, AND ANY FENCES WITHIN 5 FEET OF A BUILDING.
h. NO FIREWOOD.
i. ALL FENCING AND GATES SHALL BE NON-COMBUSTIBLE.
3.2 ZONE 1
3.2.1 PURPOSE AND LOCATION.
ZONE 1 IS THE INTERMEDIATE ZONE THAT REDUCES THE LIKELIHOOD OF FIRE BURNING DIRECTLY TO THE STRUCTURE. THIS IS ACCOMPLISHED BY
MODIFYING FUELS AND CREATING A DISCONTINUITY BETWEEN PLANTING
GROUPS THAT LIMITS THE PATHWAYS FOR FIRE TO BURN TO THE STRUCTURE
AND REDUCES THE
POTENTIAL FOR NEAR-TO-BUILDING EMBER GENERATION AND RADIANT HEAT EXPOSURES. AN ADDITIONAL PURPOSE OF THIS ZONE IS TO PROVIDE A
DEFENDABLE AREA FOR FIRE PERSONNEL TO STAGE AND TAKE DIRECT ACTION. ZONE 1 IS THE AREA WITHIN 5-30 FEET OF STRUCTURES AND DECKS WITH SLOPES NOT GREATER THAN 20 PERCENT; 5-50 FEET FROM BUILDINGS AND DECKS WHEN SLOPES ARE GREATER THAN 20 PERCENT.
3.2.1.1 ZONE 1 TRANSITIONAL AREA.
ZONE 1 INCLUDES A TRANSITIONAL AREA ADJACENT TO ZONE 0 THAT PROTECTS THE INTEGRITY OF ZONE 0 AND IS THE AREA WITHIN 5 FEET OF ZONE 0, 10 FEET WHEN SLOPES EXCEED 20%.
3.2.2 REQUIREMENTS AND ALLOWABLE ITEMS.
THIS IS A MINIMAL PLANTING ZONE AND VERY LIMITED TREES OF A FIRE-RESISTIVE TYPE WITH ADDITIONAL SPACING PROVIDED.
a. TREES: NEW TREES SHALL BE PLANTED AND MAINTAINED SO THAT THE TREE’S DRIP LINE AT MATURITY IS A MINIMUM OF 10 FEET (3048 MM) FROM ANY COMBUSTIBLE STRUCTURE.
b. FIREWOOD. FIREWOOD SHALL BE RELOCATED OUTSIDE ZONE1.
EXCEPTION: FIREWOOD PILES NOT EXCEEDING 1000 CUBIC FEET AND
COMPLETELY COVERED IN A SECURED, FIRE-RESISTANT ENCLOSURE OR COVERED WITH A SECURED, FIRE-RESISTANT MATERIAL.
c. FOLLOW TABLE 3 - FIRE DEPARTMENT FMZ HEIGHT, AREA, AND SPACING REQUIREMENTS.
3.3 ZONE 2.
3.3.1 PURPOSE AND LOCATION.
ZONE 2 IS THE EXTENDED ZONE AND IS DESIGNED TO REDUCE THE
POTENTIAL BEHAVIOR OF AN ONCOMING FIRE IN SUCH A WAY AS TO
DROP AN APPROACHING FIRE FROM THE CROWN OF TREES TO THE
GROUND, REDUCING THE FLAME HEIGHTS, AND THE POTENTIAL FOR EMBER GENERATION AND RADIANT HEAT EXPOSURE TO STRUCTURES. ADDITIONAL BENEFITS OF ZONE 2 INCLUDE FACILITATING DIRECT DEFENSIVE ACTIONS AND IMPROVING THE FUNCTION OF ZONES 0 AND 1. ZONE 2 IS THE AREA FROM THE OUTER EDGE OF ZONE 1 TO 100 FEET FROM STRUCTURES AND DECKS.
3.3.2 REQUIREMENTS AND ALLOWABLE ITEMS.
ZONE 2 IS A REDUCED FUEL ZONE. FOLLOW TABLE 3 – FIRE DEPARTMENT FMZ HEIGHT, AREA, AND SPACING REQUIREMENTS.
3.3.3 SPACING.
SPACING OF VEGETATION AND TREES AT THE OUTER EDGE OF ZONE 2 SHALL BE BASED UPON THE HEIGHT OF THE VEGETATION WITHIN ZONE 2 OR THE ADJACENT AREA BEYOND THE 100-FOOT ZONE, WHICH EVER PROVIDES FOR THE GREATER SPACING. THIS MAY REQUIRE CLEARANCE OUTSIDE THE 100-FOOT ZONE OR SETTING BACK VEGETATION AND TREES WITHIN ZONE 2 AWAY FROM THE 100-FOOT LINE.
3.3.3 FIREWOOD.
ALL FIREWOOD AND LUMBER PILES SHALL NOT EXCEED 1000 CUBIC FEET AND MUST HAVE A MINIMUM OF 10 FEET OF CLEARANCE, DOWN TO BARE MINERAL SOIL IN ALL DIRECTIONS.
3.4 ZONE 3
3.4.1 PURPOSE AND LOCATION. ZONE 3 IS CONSIDERED A THINNING ZONE AND IS ANY FMZ GREATER THAN 100 FEET FROM STRUCTURES AND DECKS. WHEN PROVIDED, EITHER BY CONDITIONS OF DEVELOPMENT,
VOLUNTARY BY THE PROPERTY OWNER, OR REQUIRED BY THE FIRE
DEPARTMENT, THIS ZONE IS MORE OF A PROGRESSIVE THINNING ZONE TO
LESSEN SPREAD OF FIRE AS IT APPROACHES THE PRIMARY FMZ ADJACENT TO STRUCTURES. THE AMOUNT OF FUEL REDUCTION AND REMOVAL
SHOULD TAKE INTO CONSIDERATION THE TYPE AND DENSITY OF FUELS, ASPECTS, TOPOGRAPHY, WEATHER PATTERNS, AND FIRE HISTORY. TYPICAL FUEL REDUCTION IN ZONE 3 IS 50% THINNING 100-150 FEET AND 30% THINNING 150-200 FEET.
3.5 GENERAL REQUIREMENTS FOR ALL ZONES
3.5.1 NEW PROHIBITED PLANTS.
PLANTS AND TREES LISTED IN FIRE DEPARTMENT GUIDELINE 410 – PROHIBITED PLANT LIST OR IDENTIFIED AS “*TARGET” (UNDESIRABLE) PLANTS AND TREES IN FIRE DEPARTMENT GUIDELINE 417 – PLANT REFERENCE GUIDE SHALL NOT BE NEWLY PLANTED WITHIN ANY ZONE.
IT IS HIGHLY RECOMMENDED THAT NO NEW INVASIVE PLANTS BE INSTALLED,
AND THAT ANY EXISTING INVASIVE PLANTS OR PROHIBITED / TARGET PLANTS BE REMOVED.
3.5.2 GRASSES.
NATURAL OR ANNUAL GRASSES SHALL BE MOWED TO A MAXIMUM HEIGHT OF 3-INCH STUBBLE WITH CLIPPINGS REMOVED.
3.5.3 CHIMNEY & STOVEPIPE CLEARANCE.
THE HORIZONTAL AND VERTICAL CLEARANCE TO ANY CHIMNEY OUTLET OR HEAT-PRODUCING DEVICE SHALL NOT BE LESS THAN 10 FEET. (STATE LAW)
3.5.4 GROUND CLEARANCE OF TREES.
TREES SHALL BE LIMBED UP FROM THE GROUND 6-FEET OR 1/3 THE HEIGHT OF THE TREE, WHICHEVER IS LESS. EXCEPTION: FRUIT TREES WHEN APPROVED, SHALL PROVIDE A MINIMUM 12-INCH CLEARANCE ABOVE GROUND. SEE CHAPTER 5 EXAMPLE.
3.5.5 GROUND COVER UNDER TREE CANOPY.
WHEN APPROVED GROUND COVER AND SHRUBS ARE LOCATED
UNDERNEATH TREES, THE VERTICAL CLEARANCE THREE TIMES THE HEIGHT OF GROUND COVER OR SHRUB UNDER OR ADJACENT TO THE TREE. THE HORIZONTAL CLEARANCE SHALL BE 3 FEET FROM THE TRUNK OF THE TREE.
SEE CHAPTER 5 EXAMPLE.
3.5.5 MAINTENANCE.
ALL PLANTS AND TREES, SHALL BE MAINTAINED FREE OF DEAD AND DYING
WOOD, LEAVES, DRIED PALM FRONDS, AND LIMBS THAT CAN INCREASE ABILITY TO IGNITE AND/OR CARRY FIRE.
3.5.6 TREE LITTER.
TREE LITTER SHALL NOT EXCEED 2-INCHES IN DEPTH UNDERNEATH TREE CANOPIES AND SHALL BE KEPT BACK A MINIMUM OF 12-INCHES FROM ANY TREE TRUNK.
3.5.7 MULCH AND WOOD CHIPS.
COMBUSTIBLE MULCH AND WOOD CHIPS ARE PROHIBITED WITHIN 5 FEET OF ANY STRUCTURE. SEE VCFD STANDARD 517 FOR USE OF COMBUSTIBLE MULCH AND WOOD CHIPS BEYOND 5 FEET. FROM STRUCTURES.
3.5.8 CONTINUOUS TREE CANOPIES.
3.5.8.1 NEW STRUCTURES. CONTINUOUS TREE CANOPIES ARE NOT ALLOWED. TREE SPACING SHALL BE IN ACCORDANCE WITH SECTION 3.1.2.1 AND TABLE 3 OF THIS STANDARD.
3.5.8.2 EXISTING STRUCTURES PRIOR TO APRIL 19, 2019. CONTINUOUS TREE
CANOPIES MAY BE ALLOWED AS DETERMINED BY THE FIRE CODE OFFICIAL
BUT WILL REQUIRE THE COMPLETE REMOVAL OF ANY UNDERSTORY AND SMALLER TREES TO MEET REQUIREMENTS FOR A SHADED FUEL ZONE. ANY REMAINING TREES SHALL BE LIMBED UP 6 -15 FEET FROM THE GROUND OR 1/3 THE TREE HEIGHT, WHICHEVER IS LESS. STEEPER SLOPES OR MORE
SEVERE FIRE DANGER WILL REQUIRE LIMIBING TO THE UPPER END OF THIS RANGE. THE INTENT IS TO NOT ALLOW A CROWN (CANOPY) FIRE TO
SPREAD UNCHECKED TO A STRUCTURE AND TO BRING ANY CROWN FIRE DOWN TO THE GROUND LEVEL PRIOR TO ZONE 1.
3.5.9 ACCESSORY STORAGE BUILDINGS.
NEW ACCESSORY BUILDINGS OF ANY SIZE INSTALL AFTER JANUARY 1, 2023 AND LOCATED WITHIN 50 FEET OF AN APPLICABLE BUILDING ON THE SAME
PARCEL SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS OR OF
IGNITION-RESISTANT MATERIALS AS REQUIRED IN CALIFORNIA BUILDING CODE SECTION 704A.2.
3.5.10 EROSION CONTROL.
EROSION CONTROL MUST BE CONSIDERED WHEN CONDUCTING FUEL
MODIFICATION / CLEARANCE WORK AND WHEN DESIGNING / INSTALLING NEW LANDSCAPE. CONTACT THE LOCAL JURISDICTION, TYPICALLY THE
PUBLIC WORKS AGENCY, TO DETERMINE IF ANY SPECIFIC EROSION CONTROL IS REQUIRED. PLANTS AND TREES SELECTED FOR EROSION
CONTROL ARE STILL REQUIRED TO COMPLY WITH THE VCFC AND THIS STANDARD.
3.5.11 RECORDED NOTICE AND DEED RESTRICTION.
WHENEVER NEW LANDSCAPING IS INSTALLED, A COVENANT AND DEED
RESTRICTION SHALL BE RECORDED UPON THE PARCEL TO ENSURE CONTINUED MAINTENANCE OF THE NON-COMBUSTIBLE ZONE 0, ZONE 1, AND ZONE 2 REQUIREMENTS, AND TO ADVISE ALL FUTURE PROPERTY OWNERS OF THESE REQUIREMENTS.
3.6 GENERAL REQUIREMENTS FOR ENTIRE PARCEL.
3.6.1 VERTICAL CLEARANCE.
PROVIDE A MINIMUM 13-FOOT 6-INCH VERTICAL CLEARANCE ABOVE ALL
ROADS, DRIVEWAYS, TURNOUTS, AND TURNAROUNDS PROVIDING FIRE DEPARTMENT ACCESS TO BUILDINGS.
3.6.2 CLEARANCE OF BRUSH OR VEGETATIVE GROWTH FROM ROADWAYS.
THE FIRE CODE OFFICIAL IS AUTHORIZED TO REQUIRE AREAS WITHIN 10 FEET
ON EACH SIDE OF FIRE APPARATUS ACCESS ROADS AND DRIVEWAYS TO BE CLEARED OF NON-FIRE-RESISTIVE VEGETATION GROWTH.
EXCEPTION: SINGLE SPECIMENS OF TREES, ORNAMENTAL LANDSCAPE OR
CULTIVATED GROUND COVER, SUCH AS GREEN GRASS, IVY, SUCCULENTS,
OR SIMILAR PLANTS USED AS GROUND COVER, PROVIDED THEY DO
NOT FORM A MEANS OF READILY TRANSMITTING FIRE OR RESTRICT FIREFIGHTER OPERATIONS ALONG THE ROAD OR DRIVEWAY.
3.6.3 HYDRANTS.
PROVIDE A MINIMUM 3-FOOT HORIZONTAL CLEARANCE, AND MINIMUM 8-FOOT VERTICAL CLEARANCE, AROUND ALL FIRE HYDRANTS AND FIRE DEPARTMENT WATER SUPPLY OUTLETS. PROVIDE A MINIMUM 3-FOOT-WIDE, 8-FOOT TALL PATHWAY FROM THE FIRE DEPARTMENT ACCESS
ROAD/DRIVEWAY TO ALL FIRE HYDRANTS, AND FIRE DEPARTMENT WATER SUPPLIES, LOCATED MORE THAN 3 FEET FROM THE ACCESS
ROAD/DRIVEWAY.
3.6.4 SPARK ARRESTOR.
PROVIDE AN APPROVED SPARK ARRESTOR OR SCREEN ON ALL CHIMNEY OUTLETS.
EXCEPTION: CHIMNEYS CONSTRUCTED THAT WILL ONLY ALLOW FOR GAS FUELED LOGS.
3.6.5 ELECTRICAL LINE CLEARANCE.
NO NEW VEGETATION SHALL BE PLANTED UNDER OR ADJACENT TO ENERGIZED POWER LINES THAT, AT MATURITY, WILL GROW WITHIN 10 FEET OF THE ENERGIZED CONDUCTORS. THE VERTICAL CLEARANCE FROM
VEGETATION AND TREES UNDERNEATH OVERHEAD ELECTRICAL FACILITIES SHALL IN ACCORDANCE WITH THE VENTURA COUNTY FIRE CODE.
3.6.6 OUTBUILDINGS AND LPG TANKS.
OUTBUILDINGS (GROUP U STORAGE BUILDINGS UNDER 120 SQ FT) AND
LIQUID PROPANE GAS (LPG) STORAGE TANKS SHALL HAVE A MINIMUM 10-FEET OF CLEARANCE TO BARE MINERAL SOIL AND NO FLAMMABLE VEGETATION FOR AN ADDITIONAL 10-FEET AROUND THEIR EXTERIOR. (REFERENCE: CCR TITLE 14)
3.6.7 SPECIAL REQUIREMENTS.
SEE VENTURA COUNTY FIRE CODE FOR SPECIAL CLEARANCE
REQUIREMENTS REGARDING DETACHED ACCESSORY BUILDINGS,
DETACHED PHOTOVOLTAIC SYSTEMS, IGNITION SOURCES, PREFABRICATED
SEA CARGO/METAL STORAGE CONTAINERS, HAZARDOUS MATERIAL
STORAGE, FIRE PROTECTION EQUIPMENT AND UTILITIES.
3.7 MODIFICATIONS.
MODIFICATIONS TO THIS STANDARD MAY BE ALLOWED ON A
CASE-BY-CASE BASIS AFTER REVIEW AND APPROVAL OF A PLANTING AND MAINTENANCE PLAN. REQUESTS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU – COMMUNITY WILDFIRE PREPAREDNESS DIVISION MANAGER.
3.8 FENCING.
SEE VCFC SECTION 4905.4 REGARDING NEW AND EXISTING FENCING REQUIREMENTS.
TABLE 3: FIRE DEPARTMENT FMZ HEIGHT,
AREA, AND SPACING REQUIREMENTS
VCFD STANDARD 515, CHAPTER 3:
REQUIREMENTS FOR NEW LANDSCAPE & FUEL MODIFICATION ZONES
4.1 COMPLIANCE.
WHEN REQUIRED BY THE FIRE DEPARTMENT OR STATE LAW, EXISTING DEFENSIBLE SPACE/FMZS
SHALL REQUIRE RETROFITTING, INCLUDING THINNING AND OR REMOVAL OF PLANTS, TREES, AND VEGETATION, TO REASONABLY MEET THIS STANDARD AND OR STATE LAW. THE EXISTING VEGETATION TO BE MODIFIED WILL BE DETERMINED BY THE FIRE CODE OFFICIAL.
4.1.1 TIMING.
UPON NOTIFICATION BY THE FIRE DEPARTMENT, WORK TO BRING AN EXISTING DEFENSIBLE
SPACE AND FMZ INTO COMPLIANCE WITH THIS STANDARD MAY BE DONE OVER A FOUR-YEAR PERIOD. FIRST YEAR, AN INITIAL 30-FEET FROM STRUCTURE(S), THEN AN ADDITIONAL 25-FEET FOR EACH SUBSEQUENT YEAR, OR A PHASING PLAN APPROVED BY THE FIRE DEPARTMENT.
VCFD HIGHLY RECOMMENDS PROPERTY OWNERS START THE RETROFIT PROCESS AND NOT WAIT FOR FIRE DEPARTMENT NOTIFICATION.
4.1.2 ADVISORY NOTICE:
NEW STATE REGULATIONS FOR ZONE 0, ARE CURRENTLY UNDER DEVELOPMENT BY THE STATE BOARD OF FORESTRY AND FIRE PROTECTION. ANY STATE REGULATION MORE RESTRICTIVE THAN VCFPD ORDINANCE OR THE REQUIREMENTS OF STANDARD 15-DEFENSIBLE SPACE AND
FUEL MODIFICATION ZONES, WILL THIS MAY REQUIRE THINNING AND OR REMOVAL OF PLANTS, TREES, AND VEGETATION, TO MEET STATE LAW.
4.2 LANDSCAPE – POST APRIL 2019 REQUIREMENTS AND ALLOWABLE ITEMS.
NEW LANDSCAPING INSTALLED BETWEEN APRIL 19, 2019, AND MARCH 1, 2025, IS REQUIRED TO COMPLY WITH PREVIOUS EDITIONS OF STANDARD 515, ANY LANDSCAPING NOT IN COMPLIANCE WITH SECTION 3.2 THROUGH 3.6 AND THE ITEMS LISTED BELOW SHALL BE MODIFIED AND OR REMOVED TO MEET THE REQUIREMENTS OF SECTION 3.2 THROUGH 3.6 AND THIS SECTION.
4.2.1 ZONE 0 EMBER RESISTANT ZONE.
THIS SHOULD BE A “LEAN” OR NO PLANTING ZONE. IT IS HIGHLY RECOMMENDED TO BE A NON-COMBUSTIBLE ZONE. THE FOLLOWING REQUIREMENTS APPLY:
a. HERBACEOUS NON-WOODY GROUND COVER NOT EXCEEDING 3-INCHES HIGH. b. NON-WOODY SMALL HERBACEOUS OR SUCCULENT PLANTS NOT EXCEEDING TWO (2) FEET HIGH. PLANTS SHALL BE SPACED A MINIMUM OF 2X THE HEIGHT FROM OTHER PLANTS.
c. PLANTS SHALL HAVE A MINIMUM CLEARANCE OF 2X THE PLANT HEIGHT BELOW AND ADJACENT TO WINDOWS OR OTHER OPENINGS INTO THE STRUCTURE, INCLUDING VENTS. d. ALL GROUND COVER AND PLANTS SHALL BE SET BACK FROM STRUCTURES AND DECKS 1X THE HEIGHT OF THE PLANT OR 12-INCHES, WHICHEVER IS GREATER. e. VINES AND CLIMBING PLANTS ARE NOT ALLOWED ON STRUCTURES, INCLUDING DECKS, PATIO / SHADE STRUCTURES, AND ANY FENCES WITHIN 5 FEET OF A BUILDING. f. NO COMBUSTIBLE LANDSCAPE MULCH OR WOOD CHIPS. USE CLEAR SOIL, ROCKS, GRAVEL, OR CONCRETE.
g. NO COMBUSTIBLE LANDSCAPE BOARDS AND TIMBERS.
h. ONLY NON-COMBUSTIBLE POTS AND PLANTING BOXES AT GROUND LEVEL SHALL BE USED. NO NEW WINDOW PLANTING BOXES SHALL BE ATTACHED TO THE STRUCTURE. i. NO NEW TREES. SEE SECTION 3.2.2A REGARDING TREE CANOPY SETBACK FROM STRUCTURES.
j. ARTIFICIAL OR SYNTHETIC GRASS IS PROHIBITED WITHIN ZONE 0. k. VEGETATION ON DECKS SHALL MEET THE REQUIREMENTS OF ZONE 0 REGARDLESS OF THE DISTANCE TO THE STRUCTURE.
l. LANDSCAPED ROOFS. LANDSCAPE ROOFS SHALL MEET THE REQUIREMENTS OF ZONE 0 SHALL ALSO COMPLY WITH VCFD SECTION 317,
4.3 ZONE 0 RESTRICTIONS.
THE FOLLOWING REQUIREMENTS APPLY WITHIN ZONE 0 FOR ALL EXISTING BUILDINGS WITH LANDSCAPE INSTALLED PRIOR TO MARCH 1, 2025, AND SHALL BE REMOVED:
a. NO COMBUSTIBLE LANDSCAPE MULCH OR WOOD CHIPS.
b. NO FIREWOOD.
c. NO VEGETATION UNDERNEATH DECKS.
d. OTHER COMBUSTIBLE MATERIALS UNDERNEATH ANY DECK, NOT PART OF THE DECK STRUCTURE ITSELF, SHALL BE REMOVED.
e. ROOFS AND GUTTERS ON BUILDINGS SHALL BE MAINTAINED FREE OF ANY LEAVES, NEEDLES, OR OTHER VEGETATIVE COMBUSTIBLE MATERIALS.
f. THE VERTICAL CLEARANCE DISTANCE FOR TREES AND VEGETATION ABOVE ANY ROOF SHALL NOT BE LESS THAN 3-FEET.
g. A MINIMUM 3-FOOT CLEARANCE OF TREES AND VEGETATION SHALL BE PROVIDED TO
THE SIDE AND ABOVE ANY EAVE OR ROOF PROJECTION FROM THE EXTERIOR WALL OF A BUILDING. A MINIMUM 3-FOOT CLEARANCE OF TREES AND VEGETATION SHALL BE PROVIDED BELOW ANY EAVE OR ROOF PROJECTION.
4.4 GENERAL REQUIREMENTS. SEE SECTION 3.5 AND 3.6 FOR GENERAL REQUIREMENTS APPLICABLE TO ALL EXISTING LANDSCAPE AND FUEL MODIFICATION ZONES.
VCFD STANDARD 515, CHAPTER 4:
REQUIREMENTS FOR EXISTING LANDSCAPE
& FUEL MODIFICATION ZONES
PLANT SCHEDULE
EXISTING PROTECTED OAK TREE, TYP., SEE L6.1 TREE PROTECTION AND REMOVALS PLAN FOR DETAILS & L6.2 OAK TREE REPLACEMENT PLAN.
VARIES
EXISTING VEGETATION SIZE REMARKS
FOR ADDITIONAL INFORMATION, REFER TO
CHAPTER 4 - REQUIREMENTS FOR EXISTING
LANDSCAPE AND FUEL MODIFICATION ZONES.
* TARGET (UNDESIRABLE) SPECIES IDENTIFIED BY VENTURA COUNTY FIRE DEPT. GUIDELINE 417 - PLANT REF. GUIDE ^ SPECIES RECOMMENDED TO BE USED IN "THOUSAND OAKS EAST" REGION IN THE 2017
CITY OF THOUSAND OAKS FORESTRY MASTER PLAN
FORESTRY MASTER PLAN CONSISTENCY ANALYSIS
TREE SPECIES DESIGNATED WITH A '^' IN THE PLANT SCHEDULE ARE RECOMMENDATIONS FROM THE CITY OF THOUSAND OAKS 2017 FORESTRY MASTER PLAN FOR THE “EAST THOUSAND OAKS” REGION. SOME OF THESE SPECIES CONFLICT WITH VCFD PLANT REFERENCE GUIDE 417 WHICH DESIGNATES MANY OF THESE SPECIES AS A “TARGET” OR UNDESIRABLE SPECIES.
THESE SPECIES ARE NOT ALLOWED WITHIN 30FT OF STRUCTURES AND ARE RECOMMENDED TO NOT BE INCLUDED IN ANY DEFENSIBLE SPACE ZONE. ALL OF THESE SPECIES ARE COMMON LANDSCAPE TREES GROWN AND PLANTED THROUGHOUT CALIFORNIA. PLEASE NOTE THAT ALL OAK SPECIES AND MANY NATIVE SHRUBS ARE CONSIDERED TARGET SPECIES.
SEE L6.10
EXISTING NON-PROTECTED TREES, TYP., SPECIES VARY. VARIES MP
DK MP
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NO. REVISION DATE
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DATE
PROJECT NUMBER
SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.2
MP
MP
DK
LANDSCAPE & FUEL MODIFICATION
ZONE TREE PLAN
ZONE 0: 0'- 5'
· NO COMBUSTIBLE MATERIALS, INCLUDING BARK MULCH SHALL BE IN ZONE 0 · NEW & EXISTING TREE CANOPIES PROHIBITED WITHIN TEN (10') FEET OF NEW BUILDINGS* * EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE MIN. FIVE (5') FEET OF
CLEARANCE ABOVE THE ROOF AND TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
ZONE 1: 5'-30'
· MINIMAL PLANTS AND LIMITED TREES
· MATURE DRIPLINE SHALL BE TEN (10') FEET AWAY FROM STRUCTURES · GROUNDCOVERS TWELVE (12") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 200 SF.
· SINGLE SHRUB HEIGHT, 4' (H) x 4' (D) MAX. SHRUB GROUPINGS NOT ALLOWED.
ZONE 2: 30'-100'
· GROUNDCOVERS EIGHTEEN (18") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 500 SF.
· SINGLE SHRUB, 6' (H) x 4' (D) MAX, SHRUB GROUPINGS SHALL NOT EXCEED 500 SF, WITHOUT MIN. SPACING TO NEXT GROUPING.
10' CLEARANCE ZONE
· NEW TREES SHALL BE PLANTED AND MAINTAINED TO ENSURE MATURE TREE DRIPLINE HAS TEN (10') FEET OF CLEARANCE FROM COMBUSTIBLE STRUCTURES. 24' WIDE FIRE ACCESS LANE, TO BE CLEAR OF ALL FURNISHINGS · ALL EXISTING TREES ALONG THE FIRE ACCESS LANE SHALL BE TRIMMED TO A HEIGHT OF 13'-6" FROM FINISHED SURFACE.
PROPOSED PLANTER AREA (THIS SHEET ONLY)
· SHRUBS AND GROUNDCOVERS - SEE SHEETS L7.1 FOR PLANT SCHEDULE AND L7.2-L7.6 FOR LOCATIONS ON SITE, RESPECTIVELY.
PROPOSED TURF AREA
· NATURAL TURF SHALL BE SOD
FUEL MODFICATION & DEFENSIBLE SPACE ZONE LEGEND
P R O J E C T A R E A B O U N D A R Y
P R O J E C T A R E A B O U N D A R Y
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PROJECT NUMBER
SHEET
DP-2025-70015
01/06/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.2 PLANTING PLAN
0 40 80 120 feet
1"=40'
20 LANDSCAPE AND FUEL MODIFICATION NOTES
1. ALL LANDSCAPING SHALL COMPLY WITH VENTURA COUNTY FIRE DEPARTMENT (VCFD) STANDARD 515 BASED UPON TYPE AND HEIGHT OF PLANTS, SPACING AND SLOPES.
SEE PLANTING PLAN ON SHEET L7.1 FOR PLANT SCHEDULE.
2. EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE A MINIMUM 5-FOOT CLEARANCE ABOVE THE ROOF, AND 5 FEET TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
3. EXISTING PROTECTED OAK TREES ALONG THE FIRE ACCESS ROAD (E. MAIN STREET) SHALL BE TRIMMED TO A CLEARANCE HEIGHT OF 13'-6" FOR FIRE ACCESS.
4. ALL OTHER EXISTING VEGETATION SHALL BE MODIFIED OR REMOVED TO COMPLY WITH VCFD STANDARD 515.
5. ALL VEGETATION WITHIN THE 100-FOOT DEFENSIBLE SPACE / FUEL MODIFICATION ZONE SHALL BE MAINTAINED YEAR-ROUND IN ACCORDANCE WITH VCFD STANDARD 515 AND STATE LAWS.
6. VCFD FORM 641-FUEL MODIFICATION COVENANT AND AGREEMENT SHALL BE RECORDED PRIOR TO FINAL VCFD ACCEPTANCE INSPECTION.
7. NO MULCH SHALL BE USED IN ZONE 0. A 3" MULCH LAYER SHALL BE USED FOR NEW LANDSCAPE AREAS IN ZONE 1, ZONE 2 AND BEYOND.
8. ALL AREAS WITH PROPOSED PLANTING ARE SHOWN AS COLORED HATCH AREAS ON THIS PLAN. EACH OF THESE AREAS IN ZONE 1 AND ZONE 2 WILL RECEIVE A 3" LAYER OF MULCH APPROVED BY THE VCFD. ANY "PLANTER AREA" WITHIN ZONE 0 WILL RECEIVE ROCK MULCH ONLY.
9. AREAS ON THIS PLAN NOT REPRESENTED BY COLOR HATCHES SHALL BE CONSIDERED HARDSCAPE AREAS OR BUILDINGS UNLESS OTHERWISE NOTED.
PROJECT INFORMATION
ASSESSOR PARCEL NUMBER: 670-0-182-230; 670-0-182-050; 670-0-182-190; 670-0-182-060; 670-0-182-220; 670-0-182-210; 670-0-182-140; 670-0-182-350; 670-0-182-360; 670-0-181-235; 670-0-182-340; 671-0-240-450; 670-0-182-260; 670-0-182-270; 670-0-182-090; 670-0-181-110 SITE ADDRESS: 2100 E THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362 OWNER: CITY OF THOUSAND OAKS
APPLICANT: AKBAR ALIKAHN
DEPUTY CITY MANAGER
[email protected]
LANDSCAPE ARCHITECT: MARISA PELTIER, RLA #6432
DESIGN DIRECTOR, RRM DESIGN GROUP
[email protected]
PROJECT
SITE US HWY 101
CA RTE 23
THOUSAND OAKS BLVD
VICINITY MAP
E. HILLCREST DR
ERBES RD
LOS FELIZ DR
CONEJO RIDGE
OPEN SPACE
CONEJO SCHOOL RD
EX. NON-PROTECTED
TREE SPECIES, TYP.
EX. PROTECTED
TREE SPECIES, TYP.
EX. NON-PROTECTED
TREE SPECIES, TYP.
EX. PROTECTED
TREE SPECIES, TYP.
MP
DK MP
0’ 40’ 80’
SCALE 1” = 40’
BLDG C1
EXISTING
KAVLI THEATER
EXISTING
LOADING DOCK
BLDG B2
BANDSHELL
AMPHITHEATER
EXISTING
SCHERR FORUM
BLDG E3.3
MIXED USE
CARPENTER
PARK
BLDG B1
RESTAURANT
THE LAKES DR.
THOUSAND OAKS BLVD.
BLDG E3.1
MIXED USE
BLDG E2
MIXED USE
OAKWOOD DR.
BLDG C2 EXISTING
PARKING STRUCTURE
BLDG E1
HOTEL
BLDG E3.2
MIXED USE
BLDG C1
W. MAIN ST.
E. MAIN ST.
WEST RD.
DALLAS DR.
EX.
1868
TOB
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SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.3
MP
MP
DK
LANDSCAPE & FUEL MODIFICATION
ZONE PLANTING PLAN
10'-0", TYP.
100'-0", TYP.
30'-0", TYP.
5'-0", TYP.
ZONE 0: 0'- 5'
· NO COMBUSTIBLE MATERIALS, INCLUDING BARK MULCH SHALL BE IN ZONE 0 · NEW & EXISTING TREE CANOPIES PROHIBITED WITHIN TEN (10') FEET OF NEW BUILDINGS* * EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE MIN. FIVE (5') FEET OF
CLEARANCE ABOVE THE ROOF AND TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
ZONE 1: 5'-30'
· MINIMAL PLANTS AND LIMITED TREES
· MATURE DRIPLINE SHALL BE TEN (10') FEET AWAY FROM STRUCTURES · GROUNDCOVERS TWELVE (12") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 200 SF.
· SINGLE SHRUB HEIGHT, 4' (H) x 4' (D) MAX. SHRUB GROUPINGS NOT ALLOWED.
ZONE 2: 30'-100'
· GROUNDCOVERS EIGHTEEN (18") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 500 SF.
· SINGLE SHRUB, 6' (H) x 4' (D) MAX, SHRUB GROUPINGS SHALL NOT EXCEED 500 SF, WITHOUT MIN. SPACING TO NEXT GROUPING.
10' CLEARANCE ZONE
· NEW TREES SHALL BE PLANTED AND MAINTAINED TO ENSURE MATURE TREE DRIPLINE HAS TEN (10') FEET OF CLEARANCE FROM COMBUSTIBLE STRUCTURES. 24' WIDE FIRE ACCESS LANE, TO BE CLEAR OF ALL FURNISHINGS · ALL EXISTING TREES ALONG THE FIRE ACCESS LANE SHALL BE TRIMMED TO A HEIGHT OF 13'-6" FROM FINISHED SURFACE.
FUEL MODFICATION & DEFENSIBLE SPACE ZONE LEGEND
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DATE
PROJECT NUMBER
SHEET
DP-2025-70015
01/06/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.3 PLANTING PLAN
0 20 40 60 feet
1"=20'
10 LANDSCAPE AND FUEL MODIFICATION NOTES
30' FMZ LINE, TYP.
100' FMZ LINE, TYP.
5' FMZ LINE, TYP.
1. ALL LANDSCAPING SHALL COMPLY WITH VENTURA COUNTY FIRE DEPARTMENT (VCFD) STANDARD 515 BASED UPON TYPE AND HEIGHT OF PLANTS, SPACING AND SLOPES.
SEE PLANTING PLAN ON SHEET L7.1 FOR PLANT SCHEDULE.
2. EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE A MINIMUM 5-FOOT CLEARANCE ABOVE THE ROOF, AND 5 FEET TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
3. EXISTING PROTECTED OAK TREES ALONG THE FIRE ACCESS ROAD (E. MAIN STREET) SHALL BE TRIMMED TO A CLEARANCE HEIGHT OF 13'-6" FOR FIRE ACCESS.
4. ALL OTHER EXISTING VEGETATION SHALL BE MODIFIED OR REMOVED TO COMPLY WITH VCFD STANDARD 515.
5. ALL VEGETATION WITHIN THE 100-FOOT DEFENSIBLE SPACE / FUEL MODIFICATION ZONE SHALL BE MAINTAINED YEAR-ROUND IN ACCORDANCE WITH VCFD STANDARD 515 AND STATE LAWS.
6. VCFD FORM 641-FUEL MODIFICATION COVENANT AND AGREEMENT SHALL BE RECORDED PRIOR TO FINAL VCFD ACCEPTANCE INSPECTION.
7. NO MULCH SHALL BE USED IN ZONE 0. A 3" MULCH LAYER SHALL BE USED FOR NEW LANDSCAPE AREAS IN ZONE 1, ZONE 2 AND BEYOND.
8. ALL AREAS WITH PROPOSED PLANTING ARE SHOWN AS COLORED HATCH AREAS ON THIS PLAN. EACH OF THESE AREAS IN ZONE 1 AND ZONE 2 WILL RECEIVE A 3" LAYER OF MULCH APPROVED BY THE VCFD. ANY "PLANTER AREA" WITHIN ZONE 0 WILL RECEIVE ROCK MULCH ONLY.
9. AREAS ON THIS PLAN NOT REPRESENTED BY COLOR HATCHES SHALL BE CONSIDERED HARDSCAPE AREAS OR BUILDINGS UNLESS OTHERWISE NOTED.
MP
DK MP
0’ 20’ 40’
SCALE 1” = 20’
BLDG E3.1
MIXED USE
BLDG E2
MIXED USE
BLDG E1
HOTEL
BLDG E3.2
MIXED USE
THOUSAND OAKS BLVD.
W. MAIN ST.
WEST RD.
EX.
1868 TOB
DALLAS DR.
ENTITLEMENT SET - SUBMITTAL 4
STAMP
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AGENCY
CONSULTANT
PRIME
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.4
MP
MP
DK
LANDSCAPE & FUEL MODIFICATION
ZONE 0: 0'- 5'
ZONE PLANTING PLAN
· NO COMBUSTIBLE MATERIALS, INCLUDING BARK MULCH SHALL BE IN ZONE 0 · NEW & EXISTING TREE CANOPIES PROHIBITED WITHIN TEN (10') FEET OF NEW BUILDINGS* * EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE MIN. FIVE (5') FEET OF
CLEARANCE ABOVE THE ROOF AND TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
ZONE 1: 5'-30' · MINIMAL PLANTS AND LIMITED TREES · MATURE DRIPLINE SHALL BE TEN (10') FEET AWAY FROM STRUCTURES · GROUNDCOVERS TWELVE (12") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 200 SF.
· SINGLE SHRUB HEIGHT, 4' (H) x 4' (D) MAX. SHRUB GROUPINGS NOT ALLOWED.
ZONE 2: 30'-100' · GROUNDCOVERS EIGHTEEN (18") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 500 SF.
· SINGLE SHRUB, 6' (H) x 4' (D) MAX, SHRUB GROUPINGS SHALL NOT EXCEED 500 SF, WITHOUT MIN. SPACING TO NEXT GROUPING.
10' CLEARANCE ZONE · NEW TREES SHALL BE PLANTED AND MAINTAINED TO ENSURE MATURE TREE DRIPLINE HAS TEN (10') FEET OF CLEARANCE FROM COMBUSTIBLE STRUCTURES. 24' WIDE FIRE ACCESS LANE, TO BE CLEAR OF ALL FURNISHINGS · ALL EXISTING TREES ALONG THE FIRE ACCESS LANE SHALL BE TRIMMED TO A HEIGHT OF 13'-6" FROM FINISHED SURFACE.
FUEL MODFICATION & DEFENSIBLE SPACE ZONE LEGEND
10'-0", TYP.
100'-0", TYP.
30'-0", TYP.
5'-0", TYP.
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AGENCY
CONSULTANT
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NO. REVISION DATE
PROJECT MANAGER
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DATE
PROJECT NUMBER
SHEET
DP-2025-70015
01/06/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.4 PLANTING PLAN
0 20 40 60 feet
1"=20'
10 LANDSCAPE & FUEL MODIFICATION NOTES
30' FMZ LINE, TYP.
100' FMZ LINE, TYP.
5' FMZ LINE, TYP.
10' TREE CANOPY
CLEARANCE, TYP.
1. ALL LANDSCAPING SHALL COMPLY WITH VENTURA COUNTY FIRE DEPARTMENT (VCFD) STANDARD 515 BASED UPON TYPE AND HEIGHT OF PLANTS, SPACING AND SLOPES.
SEE PLANTING PLAN ON SHEET L7.1 FOR PLANT SCHEDULE.
2. EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE A MINIMUM 5-FOOT CLEARANCE ABOVE THE ROOF, AND 5 FEET TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
3. EXISTING PROTECTED OAK TREES ALONG THE FIRE ACCESS ROAD (E. MAIN STREET) SHALL BE TRIMMED TO A CLEARANCE HEIGHT OF 13'-6" FOR FIRE ACCESS.
4. ALL OTHER EXISTING VEGETATION SHALL BE MODIFIED OR REMOVED TO COMPLY WITH VCFD STANDARD 515.
5. ALL VEGETATION WITHIN THE 100-FOOT DEFENSIBLE SPACE / FUEL MODIFICATION ZONE SHALL BE MAINTAINED YEAR-ROUND IN ACCORDANCE WITH VCFD STANDARD 515 AND STATE LAWS.
6. VCFD FORM 641-FUEL MODIFICATION COVENANT AND AGREEMENT SHALL BE RECORDED PRIOR TO FINAL VCFD ACCEPTANCE INSPECTION.
7. NO MULCH SHALL BE USED IN ZONE 0. A 3" MULCH LAYER SHALL BE USED FOR NEW LANDSCAPE AREAS IN ZONE 1, ZONE 2 AND BEYOND.
8. ALL AREAS WITH PROPOSED PLANTING ARE SHOWN AS COLORED HATCH AREAS ON THIS PLAN. EACH OF THESE AREAS IN ZONE 1 AND ZONE 2 WILL RECEIVE A 3" LAYER OF MULCH APPROVED BY THE VCFD. ANY "PLANTER AREA" WITHIN ZONE 0 WILL RECEIVE ROCK MULCH ONLY.
9. AREAS ON THIS PLAN NOT REPRESENTED BY COLOR HATCHES SHALL BE CONSIDERED HARDSCAPE AREAS OR BUILDINGS UNLESS OTHERWISE NOTED.
EX. NON-PROTECTED
TREE SPECIES, TYP.
EX. PROTECTED
TREE SPECIES, TYP.
MP
DK MP
0’ 20’ 40’
SCALE 1” = 20’
BLDG B1
RESTAURANT
BLDG C1
THOUSAND OAKS BLVD.
E. MAIN ST.
THE LAKES DR.
BLDG E1
HOTEL
BLDG E3.3
MIXED USE
CARPENTER
PARK
ENTITLEMENT SET - SUBMITTAL
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CONSULTANT
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NO. REVISION DATE
PROJECT MANAGER
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DATE
PROJECT NUMBER
SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.5
MP
MP
DK
LANDSCAPE & FUEL MODIFICATION
ZONE PLANTING PLAN
10'-0", TYP.
100'-0", TYP.
30'-0", TYP.
5'-0", TYP.
ZONE 0: 0'- 5'
· NO COMBUSTIBLE MATERIALS, INCLUDING BARK MULCH SHALL BE IN ZONE 0 · NEW & EXISTING TREE CANOPIES PROHIBITED WITHIN TEN (10') FEET OF NEW BUILDINGS* * EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE MIN. FIVE (5') FEET OF
CLEARANCE ABOVE THE ROOF AND TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
ZONE 1: 5'-30'
· MINIMAL PLANTS AND LIMITED TREES
· MATURE DRIPLINE SHALL BE TEN (10') FEET AWAY FROM STRUCTURES · GROUNDCOVERS TWELVE (12") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 200 SF.
· SINGLE SHRUB HEIGHT, 4' (H) x 4' (D) MAX. SHRUB GROUPINGS NOT ALLOWED.
ZONE 2: 30'-100'
· GROUNDCOVERS EIGHTEEN (18") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 500 SF.
· SINGLE SHRUB, 6' (H) x 4' (D) MAX, SHRUB GROUPINGS SHALL NOT EXCEED 500 SF, WITHOUT MIN. SPACING TO NEXT GROUPING.
10' CLEARANCE ZONE
· NEW TREES SHALL BE PLANTED AND MAINTAINED TO ENSURE MATURE TREE DRIPLINE HAS TEN (10') FEET OF CLEARANCE FROM COMBUSTIBLE STRUCTURES. 24' WIDE FIRE ACCESS LANE, TO BE CLEAR OF ALL FURNISHINGS · ALL EXISTING TREES ALONG THE FIRE ACCESS LANE SHALL BE TRIMMED TO A HEIGHT OF 13'-6" FROM FINISHED SURFACE.
FUEL MODFICATION & DEFENSIBLE SPACE ZONE LEGEND
ENTITLEMENT SET - SUBMITTAL 3
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CONSULTANT
PRIME
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
DP-2025-70015
01/06/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.5 PLANTING PLAN
0 20 40 60 feet
1"=20'
10 LANDSCAPE AND FUEL MODIFICATION NOTES
30' FMZ LINE, TYP.
100' FMZ LINE, TYP.
5' FMZ LINE, TYP.
1. ALL LANDSCAPING SHALL COMPLY WITH VENTURA COUNTY FIRE DEPARTMENT (VCFD) STANDARD 515 BASED UPON TYPE AND HEIGHT OF PLANTS, SPACING AND SLOPES. SEE PLANTING PLAN ON SHEET L7.1 FOR PLANT SCHEDULE.
2. EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE A MINIMUM 5-FOOT CLEARANCE ABOVE THE ROOF, AND 5 FEET TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
3. EXISTING PROTECTED OAK TREES ALONG THE FIRE ACCESS ROAD (E. MAIN STREET) SHALL BE TRIMMED TO A CLEARANCE HEIGHT OF 13'-6" FOR FIRE ACCESS.
4. ALL OTHER EXISTING VEGETATION SHALL BE MODIFIED OR REMOVED TO COMPLY WITH VCFD STANDARD 515.
5. ALL VEGETATION WITHIN THE 100-FOOT DEFENSIBLE SPACE / FUEL MODIFICATION ZONE SHALL BE MAINTAINED YEAR-ROUND IN ACCORDANCE WITH VCFD STANDARD 515 AND STATE LAWS.
6. VCFD FORM 641-FUEL MODIFICATION COVENANT AND AGREEMENT SHALL BE RECORDED PRIOR TO FINAL VCFD ACCEPTANCE INSPECTION.
7. NO MULCH SHALL BE USED IN ZONE 0. A 3" MULCH LAYER SHALL BE USED FOR NEW LANDSCAPE AREAS IN ZONE 1, ZONE 2 AND BEYOND.
8. ALL AREAS WITH PROPOSED PLANTING ARE SHOWN AS COLORED HATCH AREAS ON THIS PLAN. EACH OF THESE AREAS IN ZONE 1 AND ZONE 2 WILL RECEIVE A 3" LAYER OF MULCH APPROVED BY THE VCFD. ANY "PLANTER AREA" WITHIN ZONE 0 WILL RECEIVE ROCK MULCH ONLY.
9. AREAS ON THIS PLAN NOT REPRESENTED BY COLOR HATCHES SHALL BE CONSIDERED HARDSCAPE AREAS OR BUILDINGS UNLESS OTHERWISE NOTED.
MP
DK MP
0’ 20’ 40’
SCALE 1” = 20’
BLDG E2
MIXED USE
BLDG E1
HOTEL
BLDG C2 EXISTING
PARKING STRUCTURE
OAKWOOD DR.
WEST RD.
OAKWOOD DR.
ENTITLEMENT SET - SUBMITTAL
4 STAMP
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CONSULTANT
PRIME
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.6
MP
MP
DK
LANDSCAPE & FUEL MODIFICATION
ZONE PLANTING PLAN
5'-0", TYP.
30'-0", TYP.
100'-0", TYP.
10'-0", TYP.
10' CLEARANCE ZONE
· NEW TREES SHALL BE PLANTED AND MAINTAINED TO ENSURE MATURE TREE DRIPLINE HAS TEN (10') FEET OF CLEARANCE FROM COMBUSTIBLE STRUCTURES. 24' WIDE FIRE ACCESS LANE, TO BE CLEAR OF ALL FURNISHINGS · ALL EXISTING TREES ALONG THE FIRE ACCESS LANE SHALL BE TRIMMED TO A HEIGHT OF 13'-6" FROM FINISHED SURFACE.
ZONE 0: 0'- 5'
· NO COMBUSTIBLE MATERIALS, INCLUDING BARK MULCH SHALL BE IN ZONE 0 · NEW & EXISTING TREE CANOPIES PROHIBITED WITHIN TEN (10') FEET OF NEW BUILDINGS* * EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE MIN. FIVE (5') FEET OF
CLEARANCE ABOVE THE ROOF AND TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
ZONE 1: 5'-30'
· MINIMAL PLANTS AND LIMITED TREES
· MATURE DRIPLINE SHALL BE TEN (10') FEET AWAY FROM STRUCTURES · GROUNDCOVERS TWELVE (12") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 200 SF.
· SINGLE SHRUB HEIGHT, 4' (H) x 4' (D) MAX. SHRUB GROUPINGS NOT ALLOWED.
ZONE 2: 30'-100'
· GROUNDCOVERS EIGHTEEN (18") INCHES MAX HEIGHT, GROUNDCOVER GROUPINGS NOT TO EXCEED 500 SF.
· SINGLE SHRUB, 6' (H) x 4' (D) MAX, SHRUB GROUPINGS SHALL NOT EXCEED 500 SF, WITHOUT MIN. SPACING TO NEXT GROUPING.
FUEL MODFICATION & DEFENSIBLE SPACE ZONE LEGEND
PROPOSED TURF AREA
· NATURAL TURF SHALL BE SOD
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CONSULTANT
PRIME
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
DP-2025-70015
01/06/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.6 PLANTING PLAN
0 20 40 60 feet
1"=20'
10 LANDSCAPE AND FUEL MODIFICATION NOTES
30' FMZ LINE, TYP.
100' FMZ LINE, TYP.
5' FMZ LINE, TYP.
1. ALL LANDSCAPING SHALL COMPLY WITH VENTURA COUNTY FIRE DEPARTMENT (VCFD) STANDARD 515 BASED UPON TYPE AND HEIGHT OF PLANTS, SPACING AND SLOPES.
SEE PLANTING PLAN ON SHEET L7.1 FOR PLANT SCHEDULE.
2. EXISTING PROTECTED OAK TREES SHALL BE TRIMMED TO PROVIDE A MINIMUM 5-FOOT CLEARANCE ABOVE THE ROOF, AND 5 FEET TO THE SIDE OF ANY NEW BUILDING, OR THE ADDITION PORTION TO AN EXISTING BUILDING.
3. EXISTING PROTECTED OAK TREES ALONG THE FIRE ACCESS ROAD (E. MAIN STREET) SHALL BE TRIMMED TO A CLEARANCE HEIGHT OF 13'-6" FOR FIRE ACCESS.
4. ALL OTHER EXISTING VEGETATION SHALL BE MODIFIED OR REMOVED TO COMPLY WITH VCFD STANDARD 515.
5. ALL VEGETATION WITHIN THE 100-FOOT DEFENSIBLE SPACE / FUEL MODIFICATION ZONE SHALL BE MAINTAINED YEAR-ROUND IN ACCORDANCE WITH VCFD STANDARD 515 AND STATE LAWS.
6. VCFD FORM 641-FUEL MODIFICATION COVENANT AND AGREEMENT SHALL BE RECORDED PRIOR TO FINAL VCFD ACCEPTANCE INSPECTION.
7. NO MULCH SHALL BE USED IN ZONE 0. A 3" MULCH LAYER SHALL BE USED FOR NEW LANDSCAPE AREAS IN ZONE 1, ZONE 2 AND BEYOND.
8. ALL AREAS WITH PROPOSED PLANTING ARE SHOWN AS COLORED HATCH AREAS ON THIS PLAN. EACH OF THESE AREAS IN ZONE 1 AND ZONE 2 WILL RECEIVE A 3" LAYER OF MULCH APPROVED BY THE VCFD. ANY "PLANTER AREA" WITHIN ZONE 0 WILL RECEIVE ROCK MULCH ONLY.
9. AREAS ON THIS PLAN NOT REPRESENTED BY COLOR HATCHES SHALL BE CONSIDERED HARDSCAPE AREAS OR BUILDINGS UNLESS OTHERWISE NOTED.
EX. NON-PROTECTED
TREE SPECIES, TYP.
EX. PROTECTED
TREE SPECIES, TYP.
MP
DK MP
EX. NON-PROTECTED
TREE SPECIES, TYP.
0’ 20’ 40’
SCALE 1” = 20’
BLDG C2 EXISTING
PARKING STRUCTURE
EXISTING
SCHERR FORUM
BLDG E1 HOTEL
BLDG C1 NEW
CONSTRUCTION
EXISTING
KAVLI THEATER
AMPHITHEATER
EXISTING KAVLI
LOADING DOCK
BLDG B2
BANDSHELL
THE
LAKES DR.
ENTITLEMENT SET - SUBMITTAL
4 STAMP
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CONSULTANT
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NO. REVISION DATE
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DATE
PROJECT NUMBER
SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
L7.7
MP
MP
DK
LANDSCAPE STATISTICS & MWELO CALCULATIONS
IRRIGATION COMPLIANCE & DESIGN CRITERIA
WATER EFFICIENT LANDSCAPE WORKSHEET
PLANT IMAGES & WATER USE CALCULATIONS
THE PLANT PALETTE IS COMPRISED OF SPECIES KNOWN TO THRIVE IN THE LOCAL CLIMATE AND SOIL CONDITIONS.
THE PROPOSED PLANT MATERIAL (OUTSIDE OF AREAS ALLOCATED FOR RECREATIONAL USE) WILL REQUIRE LOW TO VERY LOW WATER ONCE ESTABLISHED. THIS PLANT PALETTE COUPLED WITH THE IRRIGATION SYSTEM
DESCRIBED BELOW HAS BEEN DESIGNED TO MEET OR EXCEED THE STATE AND LOCAL STANDARDS FOR WATER CONSERVATION BASED ON THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE.
A WEATHER SENSING, ‘SMART CONTROLLER’ WILL BE USED TO MONITOR THE PROVISION OF IRRIGATION WATER AND MANAGE DAILY WATER CONSUMPTION TO THE MINIMUM REQUIREMENTS FOR EACH HYDROZONE. ALL
TREES, SHRUBS, AND GROUNDCOVER AREAS WILL BE IRRIGATED ON SEPARATE HYDROZONES SO THAT ONCE ESTABLISHED, WATER CAN BE REGULATED IN A MORE EFFICIENT MANNER. TREES WILL BE IRRIGATED BY BUBBLERS.
ALL ORNAMENTAL PLANTING WILL RECEIVE DRIP IRRIGATION OR OTHER HIGHLY EFFICIENT IRRIGATION.
LANDSCAPE ARCHITECT | CA LICENSE #6432
REGULAR LANDSCAPE AREA: 29,127 SF
SPECIAL LANDSCAPE AREA: 13,915 SF
TOTAL LANDSCAPE AREA: 43,042 SF
NOTE: SEE TITLE SHEET FOR ADDITIONAL PROJECT STATISTICS & AREA CALCULATIONS.
AREAS WITHIN THE PROJECT SITE THAT ARE TO BE USED FOR RECREATIONAL OR GATHERING PURPOSES AND ANY AREAS THAT WILL BE IRRIGATED WITH RECYCLED WATER ARE CLASSIFIED AS SPECIAL LANDSCAPE AREAS.
SPECIAL LANDSCAPE AREAS HAVE BEEN INCORPORATED INTO THE FOLLOWING CALCULATIONS AND ARE
REFLECTED IN THE MAXIMUM APPLIED WATER ALLOWANCE PER CALIFORNIA CODE OF REGULATIONS AND THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE. SEE SOURCE BELOW.
ESTIMATED TOTAL WATER USE: 749,882 GAL / YR.
MAXIMUM APPLIED WATER ALLOWANCE: 854,440 GAL / YR.
SOURCE:
CALIFORNIA CODE OF REGULATIONS
TITLE 23. WATERS
DIVISION 2. DEPARTMENT OF WATER RESOURCES
CHAPTER 2.7. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE
OAK TREES
VALLEY OAK
COAST LIVE OAK
BLUE FLAME AGAVE
SILVER CARPET DYMONDIA
RED YUCCA NEW GOLD LANTANA CREEPING LILYTURF MARGARITA BOP FOOTHILL PENSTEMON SMOOTH AGAVE
HOLLY FERN MAGENTA ROCKROSE ALOE CONEJO FLAME TRAILING MYOPORUM EVERETT’S CALIFORNIA FUCHSIA ARCTIC FROST MAT RUSH ICEBERG FLORIBUNDA ROSE SNOW IN SUMMER
STREET TREES SITE TREES
SHRUBS & GROUNDCOVERS
Appendix B - Sample Water Efficient Landscape Worksheet
WATER EFFICIENT LANDSCAPE WORKSHEET
This worksheet is filled out by the project applicant and it is a required element of the Landscape Document Package Reference Evapotranspiration (Eto)____________ 51
Hydrozone #
/Planting
Description*
Plant Factor
(PF)
Irrigation
Method
Irrigation
Efficiency (IE)
ETAF (PF/IE) Landscape
Area (Sq, ft)
ETAF x Area Estimated Total
Water Use
(ETWU)
Shrubs 0.3 Drip 0.91 0.33 26807 8837.47 279,441
Low Trees 0.25 Bubbler 0.81 0.31 1520 469.14 14,834
Mod Trees 0.5 Bubbler 0.81 0.62 800 493.83 15,615
Totals 29127 9800.44 309,890
Play lawn 1 13915 439,992
Edibles 1 0 0
Other 1 0 0
Totals 13915 439,992
ETWU Total 749,882
854,440
Hydrozone #/Planting Description Irrigation Method Irrigation Efficiency ETWU (Annual Gallons Required) E.G. overhead spray or drip 0.75 for spray head Eto x 0.62 x (ETAF x Area)
1.) front lawn 0.81 for drip
2.) low water use plantings
3.) medium water use planting
*MAWA (Annual Gallons Allowed) = (Eto) (0.62) [(ETAF x LA)]+((1-ETAF) x SLA)] ETAF Calculations
Regular Landscape Areas
Total ETAF x Area (B)
Total Area (A)
Average ETAF B / A
All Landscape Areas
Total ETAF x Area (B+D)
Total Area (A+C)
Sitewide ETAF (B+D) / (A+C)
Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for nonresidential areas.
Regular Landscape Areas
Special Landscape Areas
Maximum Allowed Water Allowance (MAWA)
where 0.62 is a conversion factor that converts acre-inches per acre per year to gallons per square foot per year. LA is the total landscape area in square feet. SLA is the total special landscape area in square feet, and ETAF is .55 for residential areas and 0.45 for non-residential areas. where 0.62 is a
conversion factor that
converts acre inches per
acre per year to galls
per square foot per
year.
MARISA PELTIER
CRAPE MYRTLE
CHITALPA
AUSTRALIAN WILLOW
PALO VERDE GOLDEN RAIN TREE
CHINESE FLAME TREE WESTERN REDBUD
SWAN HILL OLIVE
PLANT IMAGES AND MWELO
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING INFORMATION AND KEY PERSPECTIVE
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B1.01
01/06/2026
CS,UL CD
BUILDING INFORMATION
NUMBER OF STORIES:
MAX. HEIGHT ALLOWED:(PER 2022 CBC TABLE 504.3)
CONSTRUCTION TYPE:
MAX. HEIGHT PROPOSED:
OCCUPANCY GROUP:
SPRINKLERED:
ROOF RATING:
HIGH FIRE ZONE: No
33'-8"
60'-0"
NFPA 13
II-B
A-22
CLASS A
VERY HIGH FIRE ZONE
AREA NAME
AREA
(GROSS)
01-GROUND FLOOR
DINING 2348 SF
KITCHEN 1141 SF
RESTROOMS 123 SF
STORAGE 203 SF
TRASH 311 SF
4126 SF
02-SECOND FLOOR
ROOF DINING 2599 SF
2599 SF
TOTAL 6725 SF
AREA NAME
AREA
(NET)
01-GROUND FLOOR
DINING 2341 SF
KITCHEN 1124 SF
RESTROOMS 123 SF
STORAGE 163 SF
TRASH 307 SF
4058 SF
02-SECOND FLOOR
ROOF DINING 2563 SF
2563 SF
TOTAL 6621 SF
SHEET INDEX NET BUILDING AREAS GROSS BUILDING AREAS
A.B1.01 BUILDING INFORMATION AND KEY PERSPECTIVE
A.B1.02 BUILDING PERSPECTIVES
A.B1.03 BUILDING PERSPECTIVES
A.B1.10 SITE CONTEXT
A.B1.21 BUILDING FLOOR PLANS
A.B1.22 BUILDING ROOF PLAN
A.B1.31 BUILDING ELEVATIONS
A.B1.41 BUILDING SECTIONS
A.B1.51 COLOR & MATERIALS
B1 - PARK RESTAURANT
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING PERSPECTIVES
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B1.02
01/06/2026
CS,UL CD
LOOKING EAST AT RESTAURANT
ROOF PATIO SKYWELL SEATING ROOF PATIO
FROM THOUSAND OAKS BOULEVARD TOWARDS CITY HALL
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING PERSPECTIVES
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B1.03
01/06/2026
CS,UL CD
EVENING FROM PARK
INTERIOR PERSPECTIVE TOWARDS LAKES DRIVE
LOOKING SOUTH EAST AT RESTAURANT
2 A.B1.41
1 A.B1.41
T
H
O
U
S
A
N
D
O
A
K
S
B
L
V
D
.
THE LAKES DR.
50' - 7"
B1 - PARK
RESTAURANT
1 0
4 '
-
8 "
HERITAGE
OAK TREE
PARKING
91' - 2"
35' - 3 1/2"
34' - 7"
TRANSFORMER
SITE PLAN LEGEND
ACCESSIBLE PATH OF TRAVEL
(SHALL BE 48" MIN. CBC 11B-403.5)
PARCEL LINE
FIRE LANE
PROJECT BOUNDARY
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
SITE CONTEXT
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B1.10
01/06/2026
CS,UL CD
1 SCALE: 1/8" = 1'-0"
SITE PLAN
0' 4' 16'8'
11 AA
22 2
A.B1.41 2
A.B1.41
100' - 0"
ENTRY/HOST
LOUNGE LOUNGE
RESTROOMS
BAR
ELEVATOR
1 A.B1.41
1 A.B1.41
EASEMENT
4 A.B1.31
1 A.B1.31
3 A.B1.31
2 A.B1.31
BOH
BB
51' - 5"
LINE OF SECOND
FLOOR ABOVE
LINE OF SECOND
FLOOR ABOVE
STAIRS/CORRIDOR
KITCHEN/BOH
SKYLIGHT ABOVE
11 AA
22 2
A.B1.41 2
A.B1.41
BAR
OBSERVATION
DECK
MECH. WELL
ROOF
LOUNGE
1 A.B1.41
1 A.B1.41
4 A.B1.31
1 A.B1.31
3 A.B1.31
2 A.B1.31
BB
EASEMENT
100' - 0"
51' - 5"
ELEVATOR
STAIRS/CORRIDOR
14' - 8"
TRASH ENCLOSURE ROOF
7' - 4"
7' - 4"
SKYLIGHT
BUILDING PROGRAM
DINING AREA
KITCHEN
CIRCULATION
SUPPORT SPACE
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING FLOOR PLANS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B1.21
01/06/2026
CS,UL CD
1 SCALE: 1/8" = 1'-0"
LEVEL 1 FLOOR PLAN
2 SCALE: 1/8" = 1'-0"
LEVEL 2 FLOOR PLAN
0' 4' 16'8'
0' 4' 16'8'
11 AA
22 2
A.B1.41 2
A.B1.41
PATIO ROOF
MECH. WELL
1 A.B1.41
1 A.B1.41
4 A.B1.31
1 A.B1.31
3 A.B1.31
2 A.B1.31
BB
STAIR TOWER
ROOF
ELEVATOR
TOWER
ROOF
PLANTER TRASH ENCLOSURE ROOF
ROOFTOP PLANTER
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
(MECHANICAL EQUIPMENT
LOCATION AND SIZING
SUBJECT TO CHANGE)
MECH PLATFORM.
51' - 5"
100' - 0"
66' - 10 1/2"
40' - 0 1/2" 11' - 4 3/4"
45' - 1"
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING ROOF PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B1.22
01/06/2026
CS,UL CD
1 SCALE: 1/8" = 1'-0"
ROOF PLAN
0' 4' 16'8'
01 -GROUND FLOOR
826' - 0"
02-SECOND FLOOR
840' - 8"
2 A.B1.41
03-ROOF
850' - 10"
04-PARAPET
853' - 0"
05-FIREPLACE
859' - 8"
6' - 8" 2' - 2" 10' - 2" 14' - 8"
33' - 8"
9' - 0"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
FROM DATUM LINE
33' - 10"
42' - 8"
01-GROUND FLOOR
826' - 0"
02-SECOND FLOOR
840' - 8"
2 A.B1.41
03-ROOF
850' - 10"
04-PARAPET
853' - 0"
05-FIREPLACE
859' - 8"
14' - 8" 10' - 2" 2' - 2" 6' - 8"
33' - 8"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 9' - 0"
FROM DATUM LINE
33' - 10"
42' - 8"
01-GROUND FLOOR
826' - 0"
02-SECOND FLOOR
840' - 8"
03-ROOF
850' - 10"
1 A.B1.41
04-PARAPET
853' - 0"
05-FIREPLACE
859' - 8"
6' - 8" 2' - 2" 10' - 2" 14' - 8"
33' - 8"
9' - 0"
FROM DATUM LINE
33' - 10"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 42' - 8"
01-GROUND FLOOR
826' - 0"
02-SECOND FLOOR
840' - 8"
03-ROOF
850' - 10"
1 A.B1.41
04-PARAPET
853' - 0"
05-FIREPLACE
859' - 8"
6' - 8" 2' - 2" 10' - 2" 14' - 8"
33' - 8"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 9' - 0"
FROM DATUM LINE
33' - 10"
42' - 8"
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING ELEVATIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B1.31
01/06/2026
CS,UL CD
4 SCALE: 1/8" = 1'-0"
SOUTH
1 SCALE: 1/8" = 1'-0"
NORTH
2 SCALE: 1/8" = 1'-0"
EAST
3 SCALE: 1/8" = 1'-0"
WEST
0' 4' 16'8'
0' 4' 16'8'
0' 4' 16'8' 0' 4' 16'8'
01 -GROUND FLOOR
826' - 0"
02-SECOND FLOOR
840' - 8"
2 A.B1.41
03-ROOF
850' - 10"
04-PARAPET
853' - 0"
05-FIREPLACE
859' - 8"
14' - 8" 10' - 2" 2' - 2" 6' - 8"
33' - 8"
01-GROUND FLOOR
826' - 0"
02-SECOND FLOOR
840' - 8"
03-ROOF
850' - 10"
1 A.B1.41 05
-FIREPLACE
859' - 8"
33' - 8"
8' - 10" 10' - 2" 14' - 8"
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING SECTIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B1.41
01/06/2026
CS,UL CD
1 SCALE: 1/8" = 1'-0"
01-LONG SECTION
2 SCALE: 1/8" = 1'-0"
02-CROSS SECTION
0' 4' 16'8'
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 4
COLOR & MATERIALS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B1.51
03/23/2026
CS,UL CD
03 ELEVATOR TOWER
PUBLIC VISTA AND MARKER
FACING THE INTERIOR OF THE SITE, THE ELEVATOR TOWER
MARKS A VISTA ACCESSIBLE TO THE PUBLIC OVERLOOKING
THE PARK, AMPHITHEATER, AND CITYHALL.
METAL PANEL BASIS OF DESIGN: AURUBIS NORDIC COPPER
01 STAIR TOWER
NUANCED SIGNAGE AND PLACEMARKER
PERFORATED & BACKLIT COPPER STAIR TOWER STANDS
PROMINENT AND GROUNDED DURING DAY. AT NIGHT TOWER
GLOWS AND BECKONS THE EMERGING NIGHT LIFE.
BASIS OF DESIGN: AURUBIS NORDIC COPPER PERFORATED
PANELS, NORDIC STANDARD OR BRONZE FINISH. LASER
PERFOATED IMAGING
03 02 STOREFRONT & GLAZING
DISAPPEARING AND REFINED
LARGE GLASS PANELS WITH MINIMAL FRAMING TRANSITIONS
SEAMLESSLY FROM INTERIOR TO EXTERIOR.
STOREFRONT SYSTEM BASIS OF DESIGN: BRONZE ANODIZED
ALUMINUM
INTIMATE SECOND FLOOR DINING
AREA/BAR IS LIGHTLY SCREENED
FROM THOUSAND OAKS BOULEVARD
AND FRAMES VIEWS TO THE SOUTH
01 02
03 02
01 04
04 04 PUNCHED ROOF AND FLUE
MULTI-LEVEL SKYLIGHTS
MULTI-LEVEL SKYLIGHTS ABOVE FIRST FLOOR AND SECOND
FLOOR DINING. OPENINGS EXTEND FROM BARS TO FIREPLACE
FLUE. CERAMIC TILE AND PATINA METAL PROVIDES VIBRANT
CONTRAST WITH NATURAL TONE LOOK OF WOOD AND
LITHOCRETE. T&G SOFFIT BASIS OF DESIGN: STO WOOD,
HICKORY
PUNCHED LIGHT WELL ,
SCREENED WITH
PERFORATED METAL
1 NOT TO SCALE
MATERIAL AXONOMETRIC 1
2 NOT TO SCALE
MATERIAL AXONOMETRIC 2
OBSERVATION DECK
GROUND LEVEL
OUTDOOR DINING
OUTDOOR ROOF
ACCESS STAIRS W/
VIEWS TOWARDS
CITYHALL
ELEVATOR TOWER
TRANSPARENT
GLASS STAIR
TOWER, SCREENED
WITH PERFORATED
METAL
TWO STORY
STACKED FIRE
PLACE "FLUE"
PERFORATED METAL
MECHANICAL
EQUIPMENT SCREENING
05 CONCRETE MATERIAL
STRIATED CAST IN PLACE CONCRETE
NATURAL SEDIMENTARY COLOR, 12"-24" POURS. TO
RESEMBLE "RAMMED EARTH" EFFECT
BASIS OF DESIGN: TB PENICK & SONS, LITHOCRETE
05 E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING INFORMATION AND KEY PERSPECTIVE
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B2.01
01/06/2026
CS,UL CD
BUILDING INFORMATION
NUMBER OF STORIES:
MAX. HEIGHT ALLOWED:(PER 2022 CBC TABLE 504.3)
CONSTRUCTION TYPE:
MAX. HEIGHT PROPOSED:
OCCUPANCY GROUP:
SPRINKLERED:
ROOF RATING:
HIGH FIRE ZONE: No
33'-8"
60'-0"
NFPA 13
II-B
A-2
1 2 A-1
CLASS A
VERY HIGH FIRE ZONE
21'-7"
AREA NAME
AREA
(GROSS)
01-GROUND FLOOR
BACKSTAGE 160 SF
CHANGING 67 SF
GREEN ROOM 239 SF
RESTROOM 72 SF
STAGE 877 SF
1415 SF
AREA NAME
AREA
(NET)
01-GROUND FLOOR
BACKSTAGE 171 SF
CHANGING 67 SF
GREEN ROOM 239 SF
RESTROOM 72 SF
STAGE 862 SF
1411 SF
GROSS BUILDING AREAS NET BUILDING AREAS
A.B2.01 BUILDING INFORMATION AND KEY PERSPECTIVE
A.B2.02 BUILDING PERSPECTIVES
A.B2.10 SITE CONTEXT
A.B2.11 FIRE ACCESS EXHIBIT
A.B2.21 BUILDING FLOOR PLANS
A.B2.22 BUILDING ROOF PLAN
A.B2.31 BUILDING ELEVATIONS & SECTIONS
A.B2.51 COLOR & MATERIALS
SHEET INDEX
B2 - AMPHITHEATRE BANDSHELL
(NOTE: BLDG B2 FOR REFERENCE ONLY. TO BE PERMITTED UNDER SEPARATE ENTITLEMENT APPLICATION) PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING PERSPECTIVES
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B2.02
01/06/2026
CS,UL CD
PERSPECTIVE LOOKING SOUTH EAST
SOUTH ELEVATION FROM PUBLIC SQUARE
SOUTH ELEVATION FROM PUBLIC SQUARE
PERSPECTIVE LOOKING SOUTH EAST
DN
SITE PLAN LEGEND
ACCESSIBLE PATH OF TRAVEL
(SHALL BE 48" MIN. CBC 11B-403.5)
PARCEL LINE
FIRE LANE
PROJECT BOUNDARY
B2 -
AMPHITHEATRE
BANDSHELL THE LAKES DR.
38' - 4"
26' - 6"
OUTDOOR
SEATING PER
LANDSCAPE
ACCESSIBLE
RAMP
LOADING
RAMP
SCREENING
WALL
RETAINING
WALL
STAIRS
STAIRS
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
SITE CONTEXT
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B2.10
01/06/2026
CS,UL CD
1 SCALE: 1/8" = 1'-0"
0' 4' 16'8'
SITE PLAN
DN
1 A.B2.31
2 A.B2.31 4
A.B2.31
3 A.B2.31
5 A.B2.31 5
A.B2.31
STORAGE
GREEN ROOM
R.R. CHANGING
DN
CCDD
1' - 0" 20' - 0"
11' - 0" 6' - 0"
16' - 0"
8' - 0"
36' - 0"
7' - 8"
0' - 0"
-1' - 6"
-2' - 0"
-2' - 10"
STAGE
25' - 8"
LINE OF ROOF ABOVE
PATIO
-2' - 10"
DN
22' - 8"
8' - 0"
6' - 0"
6' - 0"
6' - 0 1/2"
15' - 11"
48' - 5"
BUILDING PROGRAM
PERFORMANCE
BACKSTAGE
PREPARATION
SUPPORT SPACE
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING FLOOR PLANS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B2.21
01/06/2026
CS,UL CD
1 SCALE: 1/4" = 1'-0"
FLOOR PLAN
0' 4' 16'8'
DN
1 A.B2.31
2 A.B2.31 4
A.B2.31
3 A.B2.31
5 A.B2.31 5
A.B2.31
CCDD
1 1/4" / 1'-0"
1 1/4" / 1'-0"
LINE OF WALL BELOW
PERFORATED METAL
EXTENTS
43' - 0" 17' - 4"
15' - 0"
19' - 0"
3' - 8" OVERHANG
NOTE: ROOF
OVERHANGS ARE
APPROXIMATE,
SUBJECT TO CHANGE
BY +/-1" TO 4".
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING ROOF PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B2.22
01/06/2026
CS,UL CD
1 SCALE: 1/4" = 1'-0"
ROOF PLAN
0' 4' 16'8'
AMP FF
825' - 6"
AMP BOT OF RAMP
822' - 0"
AMP TOC
842' - 1"
AMP TOW
834' - 6"
5 A.B2.31
7' - 7" 9' - 0" 3' - 6"
20' - 1"
5' - 0"
FROM DATUM LINE
26' - 7"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
ROOF PROJECTION
1' - 6" TO OF
AMP MAX HEIGHT
843' - 7"
AMP FF
825' - 6"
AMP BOT OF RAMP
822' - 0"
AMP TOC
842' - 1"
AMP TOW
834' - 6"
20' - 1"
7' - 7" 9' - 0" 5' - 0" 3' - 6"
FROM DATUM LINE
26' - 7"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
ROOF PROJECTION
1' - 6" TOP OF
AMP MAX HEIGHT
843' - 7"
AMP FF
825' - 6"
AMP BOT OF RAMP
822' - 0"
AMP TOC
842' - 1"
AMP TOW
834' - 6"
20' - 1"
7' - 7" 9' - 0" 5' - 0"
FROM DATUM LINE
26' - 7"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
ROOF PROJECTION
1' - 6" TOP OF
AMP MAX HEIGHT
843' - 7"
AMP FF
825' - 6"
AMP BOT OF RAMP
822' - 0"
AMP TOC
842' - 1"
AMP TOW
834' - 6"
5 A.B2.31
7' - 7" 9' - 0" 3' - 6"
20' - 1"
5' - 0"
FROM DATUM LINE
26' - 7"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
ROOF PROJECTION
1' - 6" TOP OF
AMP MAX HEIGHT
843' - 7"
AMP FF
825' - 6"
AMP BOT OF RAMP
822' - 0"
AMP TOC
842' - 1"
20' - 1"
16' - 7" 5' - 0"
FROM DATUM LINE
26' - 7"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
ROOF PROJECTION
1' - 6" TOP OF
AMP MAX HEIGHT
843' - 7" GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 3
BUILDING ELEVATIONS & SECTIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B2.31
02/12/2026
CS,UL CD
2 SCALE: 1/8" = 1'-0"
NORTH
1 SCALE: 1/8" = 1'-0"
EAST
3 SCALE: 1/8" = 1'-0"
WEST
4 SCALE: 1/8" = 1'-0"
SOUTH
5 SCALE: 1/8" = 1'-0"
SECTION
0' 4' 16'8' 0' 4' 16'8'
0' 4' 16'8'
0' 4' 16'8'
03 GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 4
COLOR & MATERIALS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.B2.51
03/23/2026
CS,UL CD
01 WAYFINDING ELEMENT
SINGAGE AND WAYFINDING
TOWER FINISHED WTIH PERFORATED COPPER PANELS WITH
LINEAR BACKLIGHTING HELPS GUESTS FIND THEIR WAY TO
THE AMPHITHEATRE. ACKNOWLEDGEMENT SIGNAGE IS
ILLUMINATED AT THE CREST.
02 PRIVACY SCREENING
SEMI-TRANSPARENT SHIELDING
PERFORATED METAL SHEETING PROVIDE COVER FOR THE
BACKSTAGE WHILE ALLOWING NATURAL LIGHT TO
PERMEATE. ACCESS RAMP FOR LOADING TO
BACK OF HOUSE
02 04
03 04 ACCENT WALL & STAGE
PERFORATED PANEL SYSTEM
MILL-FINISH COPPER ACCENT WALL PROVIDES AN ELEGANT
BACKDROP TRANSITION BETWEEN THE UPPER AND LOWER
STAGE. THE LOWER PLATFORM ALLOWS SPACE FOR
INDIVIDUAL PERFORMERS OR A VISUAL INTERPRETER.
AMPHITHEATER
SIGNAGE AND
WAYFINDING
1 NOT TO SCALE
MATERIAL AXONOMETRIC 1
2 NOT TO SCALE
MATERIAL AXONOMETRIC 2
03 SHADE STRUCTURE
EYE-CAPTURING OVERHANG
FACING CITY HALL, THE LINEAR WOOD-LOOK BAFFLES DIRECT
VISION TOWARDS THE STAGE WHILE PROVIDING A LAYERED,
CANOPY-LIKE BACKDROP.
TERRACED "FLOATING"
CONCRETE STAGE
HALF WALL TO INDICATE
NON-PUBLIC ACCESS
ACCENT BACKDROP
WALL
BACK OF HOUSE (RESTROOMS,
CHANGING, GREEN ROOM)
01 PERFORATED METAL SCREEN
02 04
01 05
05 CONCRETE MATERIAL
STRIATED CAST IN PLACE CONCRETE
NATURAL SEDIMENTARY COLOR, 12"-24" POURS. TO
RESEMBLE "RAMMED EARTH" EFFECT
BASIS OF DESIGN: TB PENICK & SONS, LITHOCRETE
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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BUILDING INFORMATION AND KEY PERSPECTIVES
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.01
03/23/2026
A.C1.01 BUILDING INFORMATION AND KEY PERSPECTIVES
A.C1.10 SITE PLAN
A.C1.11 SITE PLAN
A.C1.12 BUILDING C1 FIRE ACCESS DIAGRAMS
A.C1.21 LEVEL 1 DEMOLITION FLOOR PLAN
A.C1.22 LEVEL 2 DEMOLITION FLOOR PLAN
A.C1.23 LEVEL 3 DEMOLITION FLOOR PLAN
A.C1.24 LEVEL 1 FLOOR PLAN
A.C1.25 LEVEL 2 FLOOR PLAN
A.C1.26 LEVEL 3 FLOOR PLAN
A.C1.27 LEVEL 4 FLOOR PLAN
A.C1.28 LEVEL 5 FLOOR PLAN
A.C1.29 ROOF PLAN
A.C1.31 EXTERIOR BUILDING ELEVATIONS
A.C1.32 EXTERIOR BUILDING ELEVATIONS
A.C1.41 BUILDING SECTIONS
A.C1.51 COLOR AND MATERIALS
BUILDING PROGRAM
SHEET INDEX
NUMBER OF STORIES5
OCCUPANCY GROUP A-3 / B
CONSTRUCTION TYPE I-B
SPRINKLERED NFPA 13
MAX HEIGHT ALLOWED (PER 2024 CBC TABLE 504.3) 180'-0"
HEIGHT PROPOSED 69'-7" (NEW CONSTRUCTION)
(EXISTING HEIGHT 120'-3")
HIGH FIRE ZONE YES
FIRE RESISTANCE (CBC 2024 TABLE 601)
PRIMARY STRUCTURAL FRAME 2 HR
BEARING WALLS
EXTERIOR 2 HR
INTERIOR 2 HR
NON-BEARING WALLS
EXTERIOR PER CBC 2024 TABLE 705.5
INTERIOR 0 HR
FLOOR CONSTRUCTION 2 HR
AND ASSOCIATED SECONDARY MEMBERS
ROOF CONSTRUCTION 1 HR
AND ASSOCIATED SECONDARY MEMBERS
SHAFT ENCLOSURE 2 HR (CBC 2024 713.4)
CORRIDOR 0 HR (CBC 2024 TABLE 1020.2)
EXIT ACCESS TRAVEL DISTANCE A OCC 250 FEET MAX
(CBC 2024 TABLE 1017.2) B OCC 300 FEET MAX
COMMON PATH OF TRAVEL A OCC 75 FEET MAX
(CBC 2024 TABLE 1006.2.1) B OCC 100 FEET MAX
DEAD END CORRIDOR A OCC 20 FEET MAX
(CBC 2024 1020.5) B OCC 50 FEET MAX (EXCEPTION #2)
BUILDING INFORMATION
PROGRAM USE GSF NSF
CITY HALL 74,320 SF 64,630 SF
GENERAL OFFICE 5,210 SF 5,040 SF
LIBRARY OUTPOST 2,680 SF 2,620 SF
POLICE DEPOT (OFFICE) 360 SF 340 SF
RETAIL 2,410 SF 2,370 SF
ARTS INCUBATOR (OFFICE) 4,800 SF 3,690 SF
PUBLIC MARKET 13,500 SF 13,010 SF
LOBBY, CIRCULATION & UTILITY 6,790 SF 4,570 SF
MULTI PURPOSE PERFORMANCE VENUE 4,260 SF 3,970 SF
TOTAL 114,330 SF 100,240 SF
EXTENT OF EXISTING BLDG
DESCRIPTION GSF
EXTENT BEING DEMOLISHED 48,500 SF
EXTENT BEING ALTERED 33,000 SF
AREAS TO REMAIN UNALTERED:
- KAVLI THEATER & SUPPORT SPACES
- SCHERR THEATER & SUPPORTS SPACES
PLANS ARE FOR REFERENCE ONLY
AND WILL BE PERMITTED UNDER
SEPARATE ENTITLEMENT APPLICATION
P R O J E C T A R E A B O U N D A R Y
XXX
XXXXX X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
OP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
UP
THE LAKES BLVD
DALLAS DR
BLDG E1
HOTEL
BLDG E3.3
MIXED USE
BLDG E3.2
MIXED USE
US 101
BLDG B1
PARK RESTAURANT
(E)
COOLING
TOWER(E) BRIDGE
FOOD HALL ENTRY
17' - 2"
18' - 4"
IMAGINARY
LOT LINE
154' - 3" VIF
DROP OFF CANOPY
NIC
NIC
143' - 5"
BLDG C2
(E) PARKING STRUCTURE
FIRE LANE 28' - 0"
MAIN ENTRY
THOUSAND OAKS BLVD
6' - 3"
8' - 9"
VIF 55' - 6"
(E) SCHERR FORUM
(E) KAVLI THEATER
FIRE LANE 24' - 0"
(E) LOADING DOCK
(E) LOADING
DOCK
BLDG B2
AMPHITHEATER BANDSHELL
EXISTING TRANSFORMER
A.
B.
C.
REFER TO THE G0.20 SERIES DRAWINGS FOR ARCHITECTURAL GENERAL NOTES,
DRAWING, REFERENCE AND MATERIAL SYMBOLS AS WELL AS ABBREVIATIONS USED ON THIS DRAWING.
REFER TO AND COORDINATE WITH CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, AND
ELECTRICAL DRAWINGS FOR ADDITIONAL SITE INFORMATION NOT SHOWN ON THIS DRAWING.
REFER TO AS1.1 SERIES FOR ADJACENT SITE INFORMATION.
NOT IN CONTRACT
NEW CONSTRUCTION
ACCESSIBLE PATH OF TRAVEL
(SHALL BE 48" MIN. CBC 11B-403.5)
FIRE LANE
PARCEL LINE
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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SITE PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.11
01/06/2026
1 SCALE: 1/32" = 1'-0"
SITE PLAN
0' 16' 32' 64'
TRUE NORTH
LEGEND
P R O J E C T A R E A B O U N D A R Y
XXX
XXXXX X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
OP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
UP
THE LAKES BLVD
DALLAS DR
BLDG E1
HOTEL
BLDG E3.3
MIXED USE
BLDG E3.2
MIXED USE
US 101
BLDG B1
PARK RESTAURANT
(E)
COOLING
TOWER(E) BRIDGE
17' - 2"
18' - 4"
IMAGINARY
LOT LINE
DROP OFF CANOPY
NIC
BLDG C.1
143' - 5"
BLDG C2
(E) PARKING STRUCTURE
FIRE LANE 28' - 0"
THOUSAND OAKS BLVD
6' - 3"
8' - 9"
VIF 55' - 6"
(E) KAVLI THEATER
FIRE LANE 24' - 0"
(E) LOADING DOCK
(E) LOADING
DOCK
BLDG B2
AMPHITHEATER BANDSHELL
NIC
(E) SCHERR THEATER
EXISTING STAIR TO ROOF
A.
B.
C.
REFER TO THE G0.20 SERIES DRAWINGS FOR ARCHITECTURAL GENERAL NOTES,
DRAWING, REFERENCE AND MATERIAL SYMBOLS AS WELL AS ABBREVIATIONS USED ON THIS DRAWING.
REFER TO AND COORDINATE WITH CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, AND
ELECTRICAL DRAWINGS FOR ADDITIONAL SITE INFORMATION NOT SHOWN ON THIS DRAWING.
REFER TO AS1.1 SERIES FOR ADJACENT SITE INFORMATION.
NOT IN CONTRACT
NEW CONSTRUCTION
ACCESSIBLE PATH OF TRAVEL
(SHALL BE 48" MIN. CBC 11B-403.5)
FIRE LANE
PARCEL LINE
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 3
EL +28' - 0"
LEVEL 4
EL +42' - 0"
107
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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BUILDING C1 FIRE ACCESS DIAGRAMS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.12
01/06/2026
0' 16' 32' 64'
TRUE NORTH
LEGEND
1 SCALE: 1/32" = 1'-0"
SITE PLAN 1
2 SCALE: 1/16" = 1'-0"
SECTION 01
J
GFEDCBA
AA
BB
CC
DD
EE
107
106
105.5
105
104
11 1078
8.59 J.1
SEE 2/-
SEE 1/-
G.2
AD001
AD005
AD006
DCBA
11 10
SEE 2/-
SEE 1/-
AD001
EXISTING WINDOW TO
REMAIN
EXISTING WINDOW TO
BE REMOVED
EXISTING PARTITION TO
REMAIN
EXISTING PARTITION TO
BE REMOVED
EXISTING DOOR TO REMAIN
EXISTING DOOR AND
FRAME TO BE REMOVED
NO OPENING MARK AT EXISTING
DOORS WITH NO WORK - TYP
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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LEVEL 1 DEMOLITION FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.21
01/06/2026
1 SCALE: 1/16" = 1'-0"
LEVEL 1 - DEMOLITION PLAN
2 SCALE: 1/16" = 1'-0"
LEVEL 1 - DEMOLITION PLAN - NORTH EXTENSION
0' 8' 16' 32'
LEGEND
Key Value Keynote Text
AD001 DEMOLISH SLAB, WALL, ELEVATOR, STAIR & RAMP AND
ASSOCIATED STRUCTURE
AD005 DEMOLISH WALLS TO THE FLOOR LINE ABOVE
AD006 DEMOLITION FOR DOOR OPENING
SHEET KEYNOTES
J
GFEDCBA
AA
BB
CC
DD
EE
107
106
105.5
105
104
11 105678
8.59 H
J.1
432
G.2
(E) LIGHT WELL
AD001
AD006
EXISTING WINDOW TO
REMAIN
EXISTING WINDOW TO
BE REMOVED
EXISTING PARTITION TO
REMAIN
EXISTING PARTITION TO
BE REMOVED
EXISTING DOOR TO REMAIN
EXISTING DOOR AND
FRAME TO BE REMOVED
NO OPENING MARK AT EXISTING
DOORS WITH NO WORK - TYP
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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LEVEL 2 DEMOLITION FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.22
01/06/2026
1 SCALE: 1/16" = 1'-0"
LEVEL 2 - DEMOLITION PLAN
0' 8' 16' 32'
LEGEND
Key Value Keynote Text
AD001 DEMOLISH SLAB, WALL, ELEVATOR, STAIR & RAMP AND
ASSOCIATED STRUCTURE
AD006 DEMOLITION FOR DOOR OPENING
SHEET KEYNOTES
J
GFEDCBA
AA
BB
CC
DD
EE
107
106
105.5
105
104
11 105678
8.59 H
4321
G.2
(E) LIGHT WELL
AD002
AD003
AD001
AD007
AD007
AD007
EXISTING WINDOW TO
REMAIN
EXISTING WINDOW TO
BE REMOVED
EXISTING PARTITION TO
REMAIN
EXISTING PARTITION TO
BE REMOVED
EXISTING DOOR TO REMAIN
EXISTING DOOR AND
FRAME TO BE REMOVED
NO OPENING MARK AT EXISTING
DOORS WITH NO WORK - TYP
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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AGENCY
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LEVEL 3 DEMOLITION FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.23
01/06/2026
1 SCALE: 1/16" = 1'-0"
LEVEL 3 - DEMOLITION PLAN
0' 8' 16' 32'
LEGEND
Key Value Keynote Text
AD001 DEMOLISH SLAB, WALL, ELEVATOR, STAIR & RAMP AND
ASSOCIATED STRUCTURE
AD002 DEMOLISH EXISTING SHADING STRUCTURE
AD003 DEMOLISH EXISTING PAVER, AND PREPARE TO RECEIVE NEW AD007 DEMOLISH STAIR / RAMP, GUARDRAIL, AND HANDRAIL
SHEET KEYNOTES
X
X
X
UP
GFEDA
AA
BB
CC
DD
EE
107
106
105.5
105
104
7 1
A.C1.41
4 A.C1.41
3 A.C1.31
A.C1.31 2
A.C1.31
1 A.C1.321
A.C1.32
2 A.C1.32
4 2
A.C1.41
6 A.C1.41
5 A.C1.41
C8
C9
C10
CH CG CF CE CD CB CA
25' - 0" 25' - 0" 30' - 0" 25' - 0" 35' - 0" 25' - 0" 45' - 0" 7' - 8" 30' - 0" 30' - 0" 25' - 0"
5040 SF
GENERAL
OFFICE 2550 SF
MULTIPURPOSE
PERFORMANCE
VENUE 10540 SF
FOOD HALL
2370 SF
RETAIL
860 SF
LOBBY / BOX
OFFICE
3 A.C1.41
1560 SF
SERVICE
(E) AREAWAY
4"
(E) ELEC
340 SF
POLICE
1140 SF
SUPPORT
250 SF
JC / STOR
TLT TLT
TLT / SHWR
(E) MECH
(E) MECH
C7
C6
CK
G.2
CJ
2150 SF
LIBRARY
OUTPOST
470 SF
CONFERENCE
910 SF
GALLERY /
ART DISPLAY
(E) TLT
HANGAR DOOR
LINE OF FLOOR ABOVE
LINE OF FLOOR ABOVE
12' - 0"
9' - 0"
23' - 8"
33' - 4"
33' - 4"
99' - 4"
BLDG E1
HOTEL
REFER TO A.E1 SERIES
280 SF
STOR
NOT
OCCUPIED
ART/GALLERY
CIRCULATION
CITY HALL OFFICE
PERFORMANCE SPACE
PUBLIC SPACES
RENTED SPACE
SUPPORT
C5
(E) TLT
ELEV
STAIR A-1
(E) ELEV 1-D
(E) TEL/ELEC
VENDOR SPACE, TYP
STALL 10
(14' X 18')
STALL 11
(14' X 18')
STALL 12
(14' X 18')
STALL 01
(15' X 35')
STALL 08
(22' X 22')
STALL 07
(15' X 22')
STALL 06
(15' X 22')
STALL 09
(20' X 22')
STALL 05
(8' X 23')
STALL 02
(15' X 35')
STALL 03
(15' X 35')
STALL 04
(15' X 35')
LINE OF FLOOR ABOVE
CANOPY ABOVE
2 A.C1.12
10' - 0"
102' - 8"
210' - 0"
119' - 8"
SECOND LEVEL
+10'-0"
BUILDING SECTION
SECTION NUMBER
NORTH ARROW REFERENCES
TRUE
NORTH
90.00°
NEW GRID
IDENTIFICATION
EXISTING GRID
IDENTIFICATION
LAYOUT GRID LINES
SHEET WHERE DRAWN
DIRECTION OF VIEW
LEVEL LINE
REVISION EXTENT
EXTERIOR ELEVATION
ELEVATION NUMBER AND
DIRECTION
SHEET WHERE DRAWN
AX.X.XX
NAME OF LEVEL
INDICATES HEIGHT
ABOVE PROJECT DATUM
EXTENT OF
CURRENT REVISION
A
B
1 1
A101
SIM
PROJECT
NORTH
NOT IN CONTRACT
EARTH
PROPOSED EXTENT OF FOOD STALLS
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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LEVEL 1 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.24
01/06/2026
1 SCALE: 1/16" = 1'-0"
LEVEL 1 - OVERALL FLOOR PLAN
0' 8' 16' 32'
COLOR LEGEND
GRAPHIC LEGEND
DN
DN
UP
GFEDA
AA
BB
CC
DD
EE
107
106
105.5
105
104
567
H
1 A.C1.41
4 A.C1.41
3 A.C1.31
A.C1.31 2
A.C1.31
1 A.C1.321
A.C1.32
2 A.C1.32
4 2
A.C1.41
6 A.C1.41
5 A.C1.41
432
C8
C9
C10
CH CG CF CE CD CB CA
43' - 1" 25' - 0" 25' - 0" 30' - 0" 25' - 0" 35' - 0" 25' - 0" 45' - 0" 9' - 0"
23' - 8"
33' - 4"
33' - 4"
99' - 4"
38' - 8"
19' - 4"
20' - 0"
30' - 8"
108' - 8"
121' - 6" 23' - 0" 30' - 6" 7' - 0" 23' - 0" 7' - 0" 22' - 4" 7' - 8" 30' - 0" 30' - 0" 25' - 0" 9960 SF
CITY OFFICE
3460 SF
LOBBY
OPEN TO MULTIPURPOSE
PERFORMANCE VENUE BELOW
OPEN TO FOOD HALL
BELOW
OPEN TO FOOD HALL
BELOW
3 A.C1.41
2210 SF
FITNESS
TLT
9360 SF
CITY OFFICE
1550 SF
CITY OFFICE
(E) TELE (E) ELEC
SHAFT
TLT
TLT
ELEV
TLT
(E) ELEC (E) FIRE PUMP (E) BOILER
3690 SF
ART
INCUBATOR
(E) KAVLI THEATER
(E) SCHERR FORUM
(E) CHILLER (E) MECH
C7
C6
CK
G.2
CJ
254' - 7"
12' - 0"
SJ
ART/GALLERY
CIRCULATION
CITY HALL OFFICE
OUTDOOR TERRACE
PUBLIC SPACES
RENTED SPACE
SUPPORT
C5
OUTDOOR TERRACE
STAIR
SVC
560 SF
LOCKER /
SHOWER /
BIKE STOR
LINE OF
BRIDGE / WALKWAY
ABOVE
DN DN
LINE OF
SKYLIGHT
ABOVE (N) STAIR
NOT
OCCUPIED
ELEV
STAIR A-1
(E) TLT
(E) ELEV 1-E
(E) ELEV 1-D
(E) TRANSFORMER AREA
(E) TLT
(E) TLT
(E) MECH
(E) ELEV MACH
BLDG E1
HOTEL
REFER TO A.E1 SERIES
2 A.C1.12
10' - 0"
158' - 6"
1' - 6"
SECOND LEVEL
+10'-0"
BUILDING SECTION
SECTION NUMBER
NORTH ARROW REFERENCES
TRUE
NORTH
90.00°
NEW GRID
IDENTIFICATION
EXISTING GRID
IDENTIFICATION
LAYOUT GRID LINES
SHEET WHERE DRAWN
DIRECTION OF VIEW
LEVEL LINE
REVISION EXTENT
EXTERIOR ELEVATION
ELEVATION NUMBER AND
DIRECTION
SHEET WHERE DRAWN
AX.X.XX
NAME OF LEVEL
INDICATES HEIGHT
ABOVE PROJECT DATUM
EXTENT OF
CURRENT REVISION
A
B
1 1
A101
SIM
PROJECT
NORTH
NOT IN CONTRACT
EARTH
PROPOSED EXTENT OF FOOD STALLS
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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LEVEL 2 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.25
01/06/2026
1 SCALE: 1/16" = 1'-0"
LEVEL 2 - OVERALL FLOOR PLAN
0' 8' 16' 32'
COLOR LEGEND
GRAPHIC LEGEND
DN
GFEDA
AA
BB
CC
DD
EE
107
106
105.5
105
104
57 H
1 A.C1.41
4 A.C1.41
3 A.C1.31
A.C1.31 2
A.C1.31
1 A.C1.321
A.C1.32
2 A.C1.32
4 2
A.C1.41
6 A.C1.41
5 A.C1.41
(E) PARKING STRUCTURE
(E) COOLING
TOWER
ENCLOSURE
4321
C8
C9
C10
C11
46' - 0" 121' - 6" 23' - 0" 30' - 6" 7' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 25' - 0" 20' - 0" 20' - 0"
CH CG CF CE CD CB CA
25' - 0" 25' - 0" 30' - 0" 25' - 0" 35' - 0" 25' - 0" 20' - 0" 25' - 0" 8850 SF
CITY OFFICE
TLT TLT
3100 SF
COUNCIL
CHAMBER
2100 SF
LOBBY
3 A.C1.41
DN
STAIR
ELEV
TLT
TLT
SHAFT
820 SF
COUNTY
CLERK
(E) KAVLI THEATER
(E) SCHERR FORUM
SKYLIGHT
WALKABLE
4"
C7
C6
CK
G.2
CJ
LINE OF FLOOR ABOVE
SJ
CIRCULATION
CITY HALL OFFICE
COUNCIL CHAMBER
OUTDOOR TERRACE
PUBLIC SPACES
SUPPORT
C5
2110 SF
SUPPORT
1230 SF
CITY OFFICE
OUTDOOR TERRACE
STAIR
190 SF
VEST
DN
210 SF
CATERING
COUNTER
254' - 7"
590 SF
CONF
CENTER
CA.5
C10.5
192' - 6"
DN DN
JC
FLAG POLE
LINE OF
CANOPY
ABOVE
DN
(E) RAMP
A.C1.32
3 LINE OF CANOPY ABOVE
DN WATER FEATURE
DN
ACCENT PAVING
PLANTED AREA, TYP
BLDG E1
HOTEL
REFER TO
A.E1
SERIES
LOWER TERRACE
ELEV
STAIR A-1
(E) ELEV 1-E
(E) ELEV 1-D
(E) TLT (E) TLT
2 A.C1.12
106' - 6"
121' - 0"
4' - 0"
43' - 1" 1' - 6"
10' - 0"
23' - 8"
33' - 4"
33' - 4"
6' - 2" 11' - 0"
38' - 8"
19' - 4"
20' - 0"
30' - 8"
1' - 4"
SECOND LEVEL
+10'-0"
BUILDING SECTION
SECTION NUMBER
NORTH ARROW REFERENCES
TRUE
NORTH
90.00°
NEW GRID
IDENTIFICATION
EXISTING GRID
IDENTIFICATION
LAYOUT GRID LINES
SHEET WHERE DRAWN
DIRECTION OF VIEW
LEVEL LINE
REVISION EXTENT
EXTERIOR ELEVATION
ELEVATION NUMBER AND
DIRECTION
SHEET WHERE DRAWN
AX.X.XX
NAME OF LEVEL
INDICATES HEIGHT
ABOVE PROJECT DATUM
EXTENT OF
CURRENT REVISION
A
B
1 1
A101
SIM
PROJECT
NORTH
NOT IN CONTRACT
EARTH
PROPOSED EXTENT OF FOOD STALLS
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
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LEVEL 3 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.26
01/06/2026
1 SCALE: 1/16" = 1'-0"
LEVEL 3 - OVERALL FLOOR PLAN
0' 8' 16' 32'
COLOR LEGEND
GRAPHIC LEGEND
G
FEDA
AA
BB
CC
DD
EE
107
106
105.5
105
104
5 H
1 A.C1.41
4 A.C1.41
3 A.C1.31
A.C1.31 2
A.C1.31
1 A.C1.321
A.C1.32
2 A.C1.32
4 6
A.C1.41
5 A.C1.41
4321
C8
C9
C10
C11
CH CG CF CE CD CB CA
6610 SF
CITY OFFICE
OPEN TO
COUNCIL CHAMBER
BELOW
TLT
TLT
SHAFT
STAIR
ELEV
STAIR
(E) KAVLI THEATER
(E) SCHERR FORUM
C7
C6
CK
CJ
1170 SF
CITY OFFICE
SJ
CIRCULATION
CITY HALL OFFICE
SUPPORT
C5
OPEN
TO
BELOW
DROP OFF CANOPY
CA.5
C10.5
A.C1.32
3 (E) ROOF TO REMAIN
BLDG E1
HOTEL
REFER TO
A.E1
SERIES
2 A.C1.12
205' - 6"
3' - 6"
3' - 6" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 25' - 0" 20' - 0" 20' - 0" 17' - 0" 74' - 10"
1' - 4" 25' - 0" 20' - 0" 25' - 0"
SECOND LEVEL
+10'-0"
BUILDING SECTION
SECTION NUMBER
NORTH ARROW REFERENCES
TRUE
NORTH
90.00°
NEW GRID
IDENTIFICATION
EXISTING GRID
IDENTIFICATION
LAYOUT GRID LINES
SHEET WHERE DRAWN
DIRECTION OF VIEW
LEVEL LINE
REVISION EXTENT
EXTERIOR ELEVATION
ELEVATION NUMBER AND
DIRECTION
SHEET WHERE DRAWN
AX.X.XX
NAME OF LEVEL
INDICATES HEIGHT
ABOVE PROJECT DATUM
EXTENT OF
CURRENT REVISION
A
B
1 1
A101
SIM
PROJECT
NORTH
NOT IN CONTRACT
EARTH
PROPOSED EXTENT OF FOOD STALLS
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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LEVEL 4 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.27
01/06/2026
1 SCALE: 1/16" = 1'-0"
LEVEL 4 - OVERALL FLOOR PLAN
0' 8' 16' 32'
COLOR LEGEND
GRAPHIC LEGEND
G
FEDA
AA
BB
CC
DD
EE
107
106
105.5
105
104
567
1 A.C1.41
4 A.C1.41
3 A.C1.31
A.C1.31 2
A.C1.31
1 4321
C8
C9
C10
C11
CH CG CF CE CD CB CA
4980 SF
CITY OFFICE
TLT
TLT
SHAFT
ELEV
880 SF
TERRACE
1450 SF
BREAK ROOM
(E) KAVLI THEATER
(E) SCHERR FORUM
C7
C6
CK
G.2
CJ
SJ
CIRCULATION
CITY HALL OFFICE
OUTDOOR TERRACE
SUPPORT
C5
1170 SF
CITY OFFICE
BRACE FRAME, TYP
CA.5
30' - 0" 30' - 0" 30' - 0" 30' - 0" 25' - 0" 40' - 0"
205' - 6"
C10.5
2360 SF
CITY OFFICE
LINE OF SHADE ABOVE
STAIR
STAIR
BLDG E1
HOTEL
REFER TO
A.E1
SERIES
17' - 0"
75' - 1"
1' - 5" 25' - 0" 20' - 0" 25' - 0" 3' - 7"
3' - 6"
SECOND LEVEL
+10'-0"
BUILDING SECTION
SECTION NUMBER
NORTH ARROW REFERENCES
TRUE
NORTH
90.00°
NEW GRID
IDENTIFICATION
EXISTING GRID
IDENTIFICATION
LAYOUT GRID LINES
SHEET WHERE DRAWN
DIRECTION OF VIEW
LEVEL LINE
REVISION EXTENT
EXTERIOR ELEVATION
ELEVATION NUMBER AND
DIRECTION
SHEET WHERE DRAWN
AX.X.XX
NAME OF LEVEL
INDICATES HEIGHT
ABOVE PROJECT DATUM
EXTENT OF
CURRENT REVISION
A
B
1 1
A101
SIM
PROJECT
NORTH
NOT IN CONTRACT
EARTH
PROPOSED EXTENT OF FOOD STALLS
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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LEVEL 5 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.28
01/06/2026
1 SCALE: 1/16" = 1'-0"
LEVEL 5 - OVERALL FLOOR PLAN
0' 8' 16' 32'
COLOR LEGEND
GRAPHIC LEGEND
G
FEDA
5 1
A.C1.41
4 A.C1.41
3 A.C1.31
A.C1.31 2
A.C1.31
1 A.C1.32
2 A.C1.32
4 5
A.C1.41
4321
C8
C9
C10
C11
CH CG CF CE CD CB CA
(E) KAVLI THEATER
(E) SCHERR FORUM
C7
C6
CK
CJ
SJ
C5
MECH SCREEN
CA.5
C10.5
OPEN TO
TERRACE
BELOW
STAIR
(E) ROOF TO REMAIN
(E) ROOF TO REMAIN
(E) PARKING STRUCTURE
PROPOSED
MECHANICAL WELL.
MECHANICAL
EQUIPMENT
LOCATION AND
SIZING SUBJECT
TO CHANGE
205' - 6"
88' - 1"
30' - 0" 30' - 0" 30' - 0" 30' - 0" 25' - 0" 20' - 0" 20' - 0" 14' - 6" 25' - 0" 20' - 0" 25' - 0" 3' - 7"
17' - 0" 3' - 6"
PROPOSED SOLAR PANEL
LOCATION(S), TYP.
PV AREA SUBJECT TO CHANGE
PENDING T24 REPORT
AS PART OF BUILDING AND SAFETY
SUBMITTAL
SECOND LEVEL
+10'-0"
BUILDING SECTION
SECTION NUMBER
NORTH ARROW REFERENCES
TRUE
NORTH
90.00°
NEW GRID
IDENTIFICATION
EXISTING GRID
IDENTIFICATION
LAYOUT GRID LINES
SHEET WHERE DRAWN
DIRECTION OF VIEW
LEVEL LINE
REVISION EXTENT
EXTERIOR ELEVATION
ELEVATION NUMBER AND
DIRECTION
SHEET WHERE DRAWN
AX.X.XX
NAME OF LEVEL
INDICATES HEIGHT
ABOVE PROJECT DATUM
EXTENT OF
CURRENT REVISION
A
B
1 1
A101
SIM
PROJECT
NORTH
NOT IN CONTRACT
EARTH
PROPOSED EXTENT OF FOOD STALLS
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ROOF PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.29
01/06/2026
1 SCALE: 1/16" = 1'-0"
OVERALL ROOF PLAN
0' 8' 16' 32'
GRAPHIC LEGEND
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
567
PLAZA/ENTRY LEVEL
EL +30' - 6"
4 A.C1.41
C-LEVEL 4
EL +45' - 6"
C-LEVEL 5
EL +60' - 6"
C-ROOF
EL +75' - 6"
1234 C8 C9 C10 C11
15' - 0" 15' - 0" 15' - 0" 16' - 6" 14' - 0"
79' - 6"
GL-01
(E) BLDG TO REMAIN, NIC
OPEN
C6 C7
SEISMIC JOINT
C5
MTL-01 BRACE FRAME BEHIND ALUM
SUNSCREEN
SYSTEM
PRECAST PANEL
CUSTOM PATTERN
MECHANICAL SCREEN
MTL-02
LINE OF
FLOOR BEHIND
C10.5
MTL-03
(E) ROOF
(E) BOILER
(E) BRIDGE
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
FROM DATUM LINE
92' - 6"
T.O.PARAPET
EL +79' - 6"
4' - 0"
T.O.EXISTING THEATER 130' - 0"
HIGHWAY (EL. 899'.00)
25' - 6 1/2"
105' - 0"
TRASH ENCLOSURE IN FOREGROUND,
DESIGN TO BE FINALIZED UNDER
A SEPARATE PERMIT
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
ADEF
1 A.C1.41
PLAZA/ENTRY LEVEL
EL +30' - 6"
C-LEVEL 4
EL +45' - 6"
C-LEVEL 5
EL +60' - 6"
C-ROOF
EL +75' - 6"
2 A.C1.41
CA CB CD CE CF CG CH
14' - 0" 16' - 6" 15' - 0" 15' - 0" 15' - 0" 4' - 0"
79' - 6"
(E) BLDG TO REMAIN, NIC
3 A.C1.41
CJ
BRACE FRAME BEHIND
HANGAR DOOR
CA.5
GL-02
GL-01
MTL-01
MTL-02
MTL-01
INTEGRATED WOOD MULLION CAP PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
FROM DATUM LINE
92' - 6"
T.O.PARAPET
EL +79' - 6"
T.O. EXISTING SCREEN 124' - 0"
34' - 6"
60' - 0"
EXISTING BLDG: 42' - 0"
EXISTING BLDG: 55' - 0"
3' - 6" 10' - 0"
20' - 0"
765
PLAZA/ENTRY LEVEL
EL +30' - 6"
4 A.C1.41
C-LEVEL 4
EL +45' - 6"
C-LEVEL 5
EL +60' - 6"
C-ROOF
EL +75' - 6"
C11 C10 C9 C8
4' - 0" 15' - 0" 15' - 0" 15' - 0" 11' - 0"
OPEN
C7 C6 C5
BRACE FRAME BEHIND
T.O. MECH SCREEN
SIGNAGE
MTL-01
C10.5
SEISMIC JOINT
SKYLIGHT
PRECAST WALL PANEL
PLANTER
MTL-01 MTL-02
GL-02
GL-01
FOOD HALL
HANGAR DOOR
OPEN POSITION
CITY OFFICE
LOCKER /
SHOWER /
BIKE STOR
INTEGRATED WOOD MULLION CAP
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
FROM DATUM LINE
92' - 6"
T.O.PARAPET
EL +79' - 6"
49' - 0"
GL-01 INSULATED GLAZING UNIT - CLEAR
GL-02 INSULATED GLAZING UNIT - SPANDREL
MTL-01 METAL WALL PANEL
MTL-02 METAL WALL PANEL
MTL-03 FORMED METAL WALL PANEL
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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EXTERIOR BUILDING ELEVATIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.31
01/06/2026
3 SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - B- EAST
2 SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - B - NORTH
1 SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - B - WEST
LEGEND
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 3
EL +28' - 0"
LEVEL 4
EL +42' - 0"
107 106 105.5 105 104
T.O. STAGE
EL +15' - 6"
AUDITORIUM - ROOF - HIGH
EL +73' - 6"
6 A.C1.41
31' - 6" 14' - 0" 14' - 0" 14' - 0"
73' - 6"
(E) AREAWAY
OPEN
(E) BLDG TO REMAIN, NIC
1' - 6"
3' - 3"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
FROM DATUM LINE
63' - 6"
BRIDGE & STAIRS, IN FOREGROUND
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 3
EL +28' - 0"
LEVEL 4
EL +42' - 0"
AA BB CC DD EE
PLAZA/ENTRY LEVEL
EL +30' - 6"
5 A.C1.41
14' - 0" 14' - 0" 14' - 0"
42' - 0"
CK
INTEGRATED WOOD MULLION CAP
GL-01
31' - 6"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
FROM DATUM LINE
63' - 6"
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 3
EL +28' - 0"
LEVEL 4
EL +42' - 0"
104 105 105.5 106 107
PLAZA/ENTRY LEVEL
EL +30' - 6"
6 A.C1.41
14' - 0" 14' - 0" 14' - 0"
42' - 0"
2' - 6"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
FROM DATUM LINE
63' - 6"
GL-01 INSULATED GLAZING UNIT - CLEAR
GL-02 INSULATED GLAZING UNIT - SPANDREL
MTL-01 METAL WALL PANEL
MTL-02 METAL WALL PANEL
MTL-03 FORMED METAL WALL PANEL
PLAZA/ENTRY LEVEL
EL +30' - 6"
SIGNAGE WOOD SLAT FASCIA
MTL-01
8' - 0"
CLR
10' - 0" MIN
(E) BLDG (E) BRIDGE
MTL PIPE TRELLIS
(E) BLDG BEYOND
3' - 0" 5' - 0" 10' - 0"
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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EXTERIOR BUILDING ELEVATIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.32
01/06/2026
4 SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - A - WEST
1 SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - A - NORTH
2 SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - A - EAST
LEGEND
3 SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - DROP-OFF
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT Tectonic Copyright 2007
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
5 6 7
PLAZA/ENTRY LEVEL
EL +30' - 6"
4 A.C1.41
C-LEVEL 4
EL +45' - 6"
C-LEVEL 5
EL +60' - 6"
C-ROOF
EL +75' - 6"
C8 C9 C10 C11
OPEN
CITY OFFICE
COUNCIL CHAMBER
CITY OFFICE
OUTDOOR
TERRACE
COUNTY
CLERK
FOOD HALL
SERVICE TLT
CITY OFFICE
CENTRAL SERVICES HUB
15' - 0" 15' - 0" 15' - 0" 16' - 6" 14' - 0"
75' - 6"
C5 C6 C7
CATERING
COUNTER SUPPORT
(E) KAVLI
THEATER
C10.5
STAIR RAMP
CITY OFFICE
15' - 0"
T.O. MECH SCREEN
4' - 3"
WOOD
SUNSCREEN
T.O.PARAPET
EL +79' - 6"
EXISTING GRADE
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
F E D
1 A.C1.41
PLAZA/ENTRY LEVEL
EL +30' - 6"
C-LEVEL 4
EL +45' - 6"
C-LEVEL 5
EL +60' - 6"
C-ROOF
EL +75' - 6"
2 A.C1.41
CH CG CF CE CD CB CA
15' - 0" 15' - 0" 15' - 0" 16' - 6" 14' - 0"
75' - 6"
3 A.C1.41
CJ
SERVICE
MULTIPURPOSE FOOD HALL
PERFORMANCE VENUE
ROOFTOP MECHANICAL
SUPPORT
ART INCUBATOR
LOBBY
CITY OFFICE
CITY OFFICE
CITY OFFICE
SHAFT
CENTRAL
SERVICES HUB
CONFERENCING
CENTER
CA.5
OUTDOOR
TERRACE
PLANTER WATER FEATURE SKYLIGHT
CANOPY
15' - 0"
T.O. MECH SCREEN
4' - 3"
T.O.PARAPET
EL +79' - 6"
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
4.7 5 6 7
PLAZA/ENTRY LEVEL
EL +30' - 6"
4 A.C1.41
C8 C9 C10
SKYLIGHT
FOOD HALL
TLT TLT CITY OFFICE
16' - 6" 14' - 0"
30' - 6"
C6 C7
SEISMIC JOINT
C5
ART INCUBATOR
(E) KAVLI
THEATER
OPEN
PLANTER
4' - 0"
CANOPY
PRECAST PANEL
CUSTOM PANEL17' - 0"
T.O. CANOPY
T.O. PARAPET
GLASS GUARDRAIL
EXISTING GRADE
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 4
EL +42' - 0"
7 6 5
PLAZA/ENTRY LEVEL
EL +30' - 6"
4 A.C1.41
C10 C9 C8 C7 C6 C5
STOR
CITY OFFICE FITNESS
PERFORMANCE VENUE
TLT /
SHWR
JC /
STOR
NOT
OCCUPIED
NOT
OCCUPIED
PRECAST PANEL
CUSTOM PATTERN
(E) KAVLI
THEATER
11' - 6" 16' - 6" 14' - 0"
42' - 0"
(E) SLAB TO REMIAN
PAVER
SEISMIC JOINT
PLANTER BEYOND
CANOPY
EXISTING GRADE
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 3
EL +28' - 0"
LEVEL 4
EL +42' - 0"
107 106 105.5 105 104
14' - 0" 14' - 0" 14' - 0"
42' - 0"
GENERAL OFFICE
CITY OFFICE
CITY OFFICE
(E) MECH
EXISTING GRADE
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +14' - 0"
LEVEL 3
EL +28' - 0"
LEVEL 4
EL +42' - 0"
EE DD CC BB AA
PLAZA/ENTRY LEVEL
EL +30' - 6"
5 A.C1.41
CK
42' - 0"
14' - 0" 14' - 0" 14' - 0"
(E) AREAWAY
GENERAL OFFICE LIBRARY OUTPOST
CITY OFFICE (E) TLT CITY OFFICE
CITY OFFICE
LOBBY
LOBBY
SJ
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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BUILDING SECTIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.41
01/06/2026
1 SCALE: 1/16" = 1'-0"
BUILDING SECTION - F - NS 4 SCALE: 1/16" = 1'-0"BUIDLING SECTION - F - EW @COURTYARD 2 SCALE: 1/16" = 1'-0"
BUILDING SECTION - F - NS @COURTYARD 5 SCALE: 1/16" = 1'-0"BUIDLING SECTION - E - EW 6 SCALE: 1/16" = 1'-0"
BUILDING SECTION - E - NS 3 SCALE: 1/16" = 1'-0"BUILDING SECTION - F - NS @GRAND STAIR
ALUMINUM SUNSCREEN SYSTEM
W/ STEEL FRAMING
PRECAST PANEL,
CUSTOM PATTERN
ALUMINUM PANEL,
ROOF SCREEN
FORMED METAL PANEL ALUMINUM WALL PANEL
PEDESTAL PAVER SYSTEM
CONC 24"X24"
PEDESTAL PAVER SYSTEM
CONC 6"X24"
CONC PLANTER
PRECAST PANEL,
CUSTOM PATTERN
METAL PIPE CANOPY
W/ WOOD SLAT FASCIA
PRECAST PANEL,
RAMMED EARTH
ALUMINUM PANEL,
ROOF SCREEN
GLAZING SYSTEM W/
INTEGRATED WOOD
MULLION CAPS
GLAZING SYSTEM W/
INTEGRATED WOOD
MULLION CAP
SKYLIGHT
CANOPY
ALUMINUM SUNSCREEN SYSTEM
W/ STEEL FRAMING
ALUMINUM SUNSCREEN SYSTEM
W/ STEEL FRAMING
GLASS GUARDRAIL
WOOD SUNSCREEN SYSTEM
WATER FEATURE
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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COLOR AND MATERIALS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.C1.51
01/06/2026
2 SCALE:
AXON - VIEW FROM NORTH EAST
1 SCALE:
AXON - VIEW FROM NORTH WEST
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT
2. ALTERNATIVE COLORS AND MATERIALS MAY BE CONSIDERED BASED ON
COMPATIBILITY WITH DESIGN INTENT PRESENTED IN VISUALS REPRESENTING DESIGN ALTERNATIVES SUBJECT TO APPROVAL BY PLANNING DIRECTOR.
PRECAST PANEL - CUSTOM PATTERN
CURTAIN WALL SYSTEM ALUMINUM WALL PANEL
WOOD MULLION CAPS PRECAST PANEL - RAMMED EARTH
CONCRETE PAVERS - 24" X 24"
LOCATION: PLAZA FIELD PAVER
BASIS OF DESIGN: CALARC STEPSTONE
SIZE: 24"X24"
COLOR: PORCELAIN
CONCRETE PAVERS - 6" X 24"
LOCATION: PLAZA ACCENT PAVER
BASIS OF DESIGN: NARROW MODULAR STEPSTONE
SIZE: 6"X24"
COLOR: GRANADA WHITE
LOCATION: NORTH FACADE
BASIS OF DESIGN: VS-T100 SERIES
SIZE: 6" DEEP
FINISH: DURABLE HARDWOOD
LOCATION: NORTH FACADE
BASIS OF DESIGN: RAMMED EARTH WORKS
SIZE: VARIES
FINISH: SMOOTH
LOCATION: LEVEL 01 & 02 EAST & WEST WALLS
BASIS OF DESIGN: CLARK PACIFIC
SIZE: 5'X10'
FINISH: STANDARD GRADE W/CUSTOM FORMLINER
LOCATION: WALL PANELS, MECH SCREEN
BASIS OF DESIGN: PURE + FREEFORM
SIZE: VARIES
TEXTURE: RIBBED
COLOR: BRONZE
BASIS OF DESIGN: KAWNEER
COLOR: PERMACOAT BRONZE
ALUMINUM SUNSCREEN SYSTEM
LOCATION: SOUTH FACADE
BASIS OF DESIGN: PURE + FREEFORM
SIZE: VARIES
TEXTURE: PERFORATED
COLOR: BRONZE
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
BUILDING INFORMATION AND KEY PERSPECTIVES
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.01
01/06/2025
BUILDING PROGRAM
SHEET INDEX
NUMBER OF STORIES 7 (INCLUDING OCCUPIED
ROOF DECK)
OCCUPANCY GROUP R-1 / A-2 / A-3 / B
MIXED USE & OCCUPANCY NONSEPARATED
OCCUPANCIES PER CBC 508.3
CONSTRUCTION TYPE I-B
SPRINKLERED NFPA 13
MAX HEIGHT ALLOWED (CBC TABLE 504.3) 180'-0"
PROPOSED HIGHEST OCCUPIED LEVEL 77'-0"
MAX BUILDING AREA ALLOWED (CBC 506.2) UL
AN UNLIMITED BUILDING AREA IS PERMITTED FOR ALL OCCUPANCY GROUPS PER CBC TABLE 506.2. DESIGN DOES NOT INCLUDE INCREASES DUE TO FRONTAGE.
HIGH-RISE YES
HIGH FIRE ZONE YES
FIRE RESISTANCE (CBC 2024 TABLE 601)
PRIMARY STRUCTURAL FRAME 2 HR
BEARING WALLS
EXTERIOR 2 HR
INTERIOR 2 HR
NON-BEARING WALLS
EXTERIOR PER CBC TABLE 705.5
INTERIOR 0 HR
FLOOR CONSTRUCTION
AND ASSOCIATED SECONDARY MEMBERS 2 HR
ROOF CONSTRUCTION
AND ASSOCIATED SECONDARY MEMBERS 1 HR
SHAFT ENCLOSURE 2 HR (CBC 713.4)
CORRIDOR 1 HR (GROUP R-2 OCCUPANCIES)
0 HR (OTHER OCCUPANCIES)
EXIT ACCESS TRAVEL DISTANCE R / A 250 FEET MAX
(CBC TABLE 1017.2) B 300 FEET MAX
COMMON PATH OF TRAVEL R / A 75 FEET MAX
(CBC TABLE 1006.2.1) B 100 FEET MAX
DEAD END CORRIDOR A 20 FEET MAX
(CBC 1020.5) R-1 / B 50 FEET MAX
BUILDING INFORMATION
A.E1.01 BUILDING INFORMATION AND KEY PERSPECTIVES
A.E1.10 SITE PLAN
A.E1.11 BUILDING E1 FIRE ACCESS DIAGRAMS
A.E1.21 LEVEL 1 FLOOR PLAN
A.E1.21D SERVICE DOCK LEVEL FLOOR PLAN
A.E1.22 LEVEL 2 FLOOR PLAN
A.E1.23 LEVEL 3 FLOOR PLAN
A.E1.24 LEVEL 4 FLOOR PLAN
A.E1.25 LEVEL 5 FLOOR PLAN
A.E1.26 LEVEL 6 FLOOR PLAN
A.E1.28 PENTHOUSE FLOOR PLAN
A.E1.29 ROOF PLAN
A.E1.31 EXTERIOR BUILDING ELEVATIONS
A.E1.32 EXTERIOR BUILDING ELEVATIONS
A.E1.41 BUILDING SECTIONS
A.E1.42 BUILDING SECTIONS
A.E1.51 COLOR AND MATERIALS
A.E1.52 Unnamed
PROGRAM USE GSF NSF
ROOMS* 71,847 SF 49,628 SF
LOBBY 5,891 SF 3,258 SF
RESTAURANTS 9,374 SF 8,933 SF
AMENITIES (INCLUDING POOL) 17,620 SF 15,267 SF
MEETING ROOMS 4,855 SF 4,462 SF
ADMIN, SUPPORT, & BOH 13,286 SF 10,683 SF
TOTAL: 122,873 SF 92,231 SF
*ROOM BREAKDOWN:
91 SINGLE ROOMS
45 DOUBLE ROOMS
6 SUITES
142 TOTAL ROOMS
ENTITLEMENT SET - SUBMITTAL 4
03/23/2026
P R O J E C T A R E A B O U N D A R Y
P R O J E C T A R E A B O U N D A R Y
XXX
XXXXX X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
STOP
STOP
STOP
STOP
STOP STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
A.
NOTE:
REFER TO AND COORDINATE WITH CIVIL,
LANDSCAPE, STRUCTURAL, MECHANICAL,
AND ELECTRICAL DRAWINGS FOR
ADDITIONAL SITE INFORMATION NOT SHOWN
ON THIS DRAWING.
NOT IN CONTRACT
NEW CONSTRUCTION
ACCESSIBLE PATH OF TRAVEL
(SHALL BE 48" MIN. CBC 11B-403.5)
FIRE LANE
PARCEL LINE
BLDG E1
BLDG C1
CITY HALL
DALLAS DR
BLDG E3
MIXED USE
US 101
BLDG B1
PAVILION
AMPHITHEATER
(E)
COOLING
TOWER(E) BRIDGE
CANOPY ABOVE
NIC
NIC
BLDG C2
PARKING STRUCTURE
MAIN ENTRY
THOUSAND OAKS BLVD
(E) SCHERR FORUM
(E) KAVLI THEATER
BLDG E2
MIXED USE
FIRE LANE 24' - 0"
FIRE LANE 24' - 0"
EXISTING CUL-DE-SAC
TRANSFORMER
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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SITE PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.10
01/06/2025
0' 16' 32' 64'
LEGEND
1 SCALE: 1/32" = 1'-0"
Site Plan
TRUE NORTH
A R E A B O U N D A R Y
XXX
XXXXX X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
STOP
STOP
STOP
STOP
STOP
STOP
STOP
BLDG E1
NIC
(E) SCHERR FORUM
FIRE LANE 24' - 0"
FIRE LANE 24' - 0"
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
LOW ROOF
EL +74' - 6"
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
LOW ROOF
EL +74' - 6"
ROOF TERRACE
EL +77' - 0"
HIGH ROOF
EL +88' - 6"
T.O. PARAPET
EL +98' - 6"
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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BUILDING E1 FIRE ACCESS DIAGRAMS
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.11
01/06/2025
TRUE NORTH
1 SCALE: 1" = 20'-0"
Site Plan
2 SCALE: 1/16" = 1'-0"
SECTION 2
3 SCALE: 1/16" = 1'-0"
SECTION 01
4 SCALE: 1/16" = 1'-0"
SECTION 3
STOP
STOP
P
TOP
UP
UP
2 A.E1.31
A.E1.32
A.E1.32
A.E1.31
1 2
1 1 2 3 4 5 6 7 8 9
A
B
C
D
E
2165 SF
MEETING ROOM
2297 SF
MEETING ROOM
1387 SF
PREFUNCTION
4490 SF
RESTAURANT
1768 SF
KITCHEN
849 SF
BOH CORRIDOR
1516 SF
ADMIN SUITE
65 SF
LUGGAGE
3258 SF
LOBBY / LOUNGE
413 SF
RECEPTION
415 SF
ELEVATOR LOBBY
1620 SF
MECHANICAL
11' - 6" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 4" 30' - 0" 21' - 9" 26' - 0" 28' - 0" 24' - 7" 28' - 0"
671 SF
RECEIVING
583 SF
UTILITY
206 SF
STAIR 2
206 SF
STAIR 1
218 SF
STAIR 3
ADMIN
CIRCULATION
FUNCTION
SPACES
LOBBY / LOUNGE
RESTAURANT
UTILITY
94 SF
SERVICE ELEV
2 A.E1.41
2 A.E1.41
1 A.E1.41
1 A.E1.41
1 A.E1.42
1 A.E1.42
2 A.E1.42
2 A.E1.42
F
G
446 SF
TLT
451 SF
TLT
249 SF
CONFERENCE
56 SF
TLT
LINE OF FLOOR ABOVE
LINE OF POOL
ABOVE
HA1.2
2 OUTDOOR DINING RAILING
2 A.E1.11
3 A.E1.11
A.E1.21
2 STONE SLAT DTL.
158' - 5"
222' - 2"
2' - 0" TYP.
TYP.
0' - 6"
TYP.
2' - 4"
GRID
EXTERIOR
INTERIOR
3' - 0" TYP.
NATURAL STONE
HONEYCOMB REINFORCED
WALL PANEL SYSTEM
SECONDARY STEEL
FRAMING
GLAZING E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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LEVEL 1 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.21
01/06/2025
1 SCALE: 1/8" = 1'-0"
LEVEL 1 FLOOR PLAN
0' 4' 8' 16'
COLOR LEGEND
2 SCALE: 1" = 1'-0"
STONE SLAT PLAN DTL.
2 A.E1.31
A.E1.32
A.E1.32
A.E1.31 1
2 1
123456789
ABCDE
828 SF
RECEIVING / TRASH
11' - 6" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 4" 30' - 0" 21' - 9" 26' - 0" 28' - 0" 24' - 7"
94 SF
SERVICE ELEV 2
A.E1.41 2
A.E1.41
1 A.E1.41
1 A.E1.41
1 A.E1.42
1 A.E1.42
2 A.E1.42 2
A.E1.42
FG
CIRCULATION
UTILITY
123456
R 44' - 0"
R 29' - 3"
R 44' - 0"
R 29' - 3"
SERVICE MANEUVERING
CLEARANCE
TRASH COLLECTION
TRASH CHUTE ZONE
HA1.2 2
2 A.E1.11
3 A.E1.11
9' - 0"
TYP.
TYP.
18' - 0"
160' - 6"
218' - 4"
TRANSFORMER
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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SERVICE DOCK LEVEL FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.21D
01/06/2025
1 SCALE: 1/8" = 1'-0"
SERVICE DOCK
COLOR LEGEND
0' 4' 8' 16'
STOP
STOP
P
STOP
TOP
DN
2 A.E1.31
A.E1.32
A.E1.32
A.E1.31 1
2 1
123456789
ABCDE
7692 SF
AMENITY
1735 SF
AMENITY
2541 SF
POOL DECK
2597 SF
AMENITY DECK
157 SF
POOL STORAGE
11' - 6" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 4" 30' - 0" 21' - 9" 26' - 0" 28' - 0" 24' - 7" 28' - 0"
213 SF
ELEV LOBBY
206 SF
STAIR 1
206 SF
STAIR 2
239 SF
STAIR 3
94 SF
SERVICE ELEV
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
177 SF
UTILITY
2 A.E1.41 2
A.E1.41
1 A.E1.41
1 A.E1.41
1 A.E1.42
1 A.E1.42
2 A.E1.42 2
A.E1.42
FG
701 SF
POOL
OPEN TO BELOW
AMENITY
CIRCULATION
OUTDOOR AMENITIES
POOL
UTILITY
ENTRY CANOPY
SKYLIGHT
TRASH CHUTE
HA1.2 2
2 A.E1.11
3 A.E1.11
8' - 1" 169' - 0"
218' - 4"
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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LEVEL 2 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.22
01/06/2025
1 SCALE: 1/8" = 1'-0"
LEVEL 2 FLOOR PLAN
COLOR LEGEND
0' 4' 8' 16'
2 A.E1.31
A.E1.32
A.E1.32
A.E1.31 1
2 1
123456789
ABCDE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
318 SF
SINGLE
316 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
311 SF
SINGLE
353 SF
DOUBLE
355 SF
DOUBLE
811 SF
SUITE
342 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
363 SF
DOUBLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
362 SF
DOUBLE
11' - 6" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 4" 30' - 0" 21' - 9" 26' - 0" 28' - 0" 24' - 7" 28' - 0"
214 SF
ELEV LOBBY
206 SF
STAIR 1
206 SF
STAIR 2
232 SF
STAIR 3
1096 SF
CORRIDOR
815 SF
CORRIDOR
99 SF
HK
75 SF
ICE
2 A.E1.41 2
A.E1.41
1 A.E1.41
1 A.E1.41
1 A.E1.42
1 A.E1.42
2 A.E1.42 2
A.E1.42
305 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
FG
239 SF
UTILITY
55 SF
UTILITY
CIRCULATION
GUEST DOUBLE
GUEST SINGLE
GUEST SUITE
UTILITY
POOL BELOW
BUILDING C.1
PEDESTRIAN BRIDGE
GREEN ROOF
BALLASTED ROOF
GREEN ROOF
TRASH CHUTE
HA1.2 2
SHADE CANOPY BELOW
CANOPY BRIDGE ABOVE
2 A.E1.11
3 A.E1.11
185' - 6"
218' - 4"
FINAL LANDSCAPE ROOF DESIGN TO BE CONFIRMED IN NEXT DESIGN PHASE. DISCUSSION WITH AND APPROVAL BY VENTURA COUNTY FIRE
DEPARTMENT IS REQUIRED FOR DESIGN OF LANDSCAPED ROOF
1. E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
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LEVEL 3 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.23
01/06/2025
1 SCALE: 1/8" = 1'-0"
LEVEL 3 FLOOR PLAN
COLOR LEGEND
0' 4' 8' 16'
GENERAL NOTES
2 A.E1.31
A.E1.32
A.E1.32
A.E1.31 1
2 1
123456789
ABCDE
315 SF
SINGLE
315 SF
SINGLE
357 SF
DOUBLE
357 SF
DOUBLE
357 SF
DOUBLE
317 SF
SINGLE
317 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
311 SF
SINGLE
353 SF
DOUBLE
355 SF
DOUBLE
342 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
11' - 6" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 4" 30' - 0" 21' - 9" 26' - 0" 28' - 0" 24' - 7" 28' - 0"
214 SF
ELEV LOBBY
206 SF
STAIR 1
206 SF
STAIR 2
1103 SF
CORRIDOR
99 SF
HK
75 SF
ICE
2 A.E1.41 2
A.E1.41
1 A.E1.41
1 A.E1.41
1 A.E1.42
1 A.E1.42
2 A.E1.42 2
A.E1.42
FG
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
363 SF
DOUBLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
362 SF
DOUBLE
232 SF
STAIR 3
305 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
239 SF
UTILITY
806 SF
SUITE
55 SF
UTILITY
CIRCULATION
GUEST DOUBLE
GUEST SINGLE
GUEST SUITE
UTILITY
815 SF
CORRIDOR
TRASH CHUTE
HA1.2 2
2 A.E1.11
3 A.E1.11
194' - 9"
181' - 10"
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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LEVEL 4 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.24
01/06/2025
1 SCALE: 1/8" = 1'-0"
LEVEL 4 FLOOR PLAN
COLOR LEGEND
0' 4' 8' 16'
2 A.E1.31
A.E1.32
A.E1.32
A.E1.31 1
2 1
123456789
ABCDE
315 SF
SINGLE
315 SF
SINGLE
739 SF
SUITE
357 SF
DOUBLE
317 SF
SINGLE
317 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
311 SF
SINGLE
353 SF
DOUBLE
355 SF
DOUBLE
1103 SF
CORRIDOR
342 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
11' - 6" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 4" 30' - 0" 21' - 9" 26' - 0" 28' - 0" 24' - 7" 28' - 0"
214 SF
ELEV LOBBY
206 SF
STAIR 1
206 SF
STAIR 2
815 SF
CORRIDOR
99 SF
HK
75 SF
ICE
2 A.E1.41 2
A.E1.41
1 A.E1.41
1 A.E1.41
1 A.E1.42
1 A.E1.42
2 A.E1.42 2
A.E1.42
FG
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
363 SF
DOUBLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
362 SF
DOUBLE
232 SF
STAIR 3
305 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
314 SF
SINGLE
318 SF
SINGLE
318 SF
SINGLE
239 SF
UTILITY
806 SF
SUITE
55 SF
UTILITY
CIRCULATION
GUEST DOUBLE
GUEST SINGLE
GUEST SUITE
UTILITY
TRASH CHUTE
HA1.2 2
2 A.E1.11
3 A.E1.11
194' - 9"
181' - 10"
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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LEVEL 5 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.25
01/06/2025
1 SCALE: 1/8" = 1'-0"
LEVEL 5
COLOR LEGEND
0' 4' 8' 16'
UP
2 A.E1.31
A.E1.32
A.E1.32
A.E1.31 1
2 1
123456789
ABCDE
315 SF
SINGLE
315 SF
SINGLE
740 SF
SUITE
357 SF
DOUBLE
317 SF
SINGLE
317 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
315 SF
SINGLE
311 SF
SINGLE
353 SF
DOUBLE
355 SF
DOUBLE
342 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
355 SF
DOUBLE
11' - 6" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 4" 30' - 0" 21' - 9" 26' - 0" 28' - 0" 24' - 7" 28' - 0"
214 SF
ELEV LOBBY
206 SF
STAIR 1
206 SF
STAIR 2
99 SF
HK
75 SF
ICE
2 A.E1.41 2
A.E1.41
1 A.E1.41
1 A.E1.41
1 A.E1.42
1 A.E1.42
2 A.E1.42 2
A.E1.42
FG
316 SF
SINGLE
316 SF
SINGLE
316 SF
SINGLE
364 SF
DOUBLE
316 SF
SINGLE
316 SF
SINGLE
314 SF
SINGLE
364 SF
DOUBLE
238 SF
STAIR 3
316 SF
SINGLE
316 SF
SINGLE
316 SF
SINGLE
316 SF
SINGLE
316 SF
SINGLE
316 SF
SINGLE
239 SF
UTILITY
806 SF
SUITE
57 SF
UTILITY
1103 SF
CORRIDOR
CIRCULATION
GUEST DOUBLE
GUEST SINGLE
GUEST SUITE
UTILITY
825 SF
CORRIDOR
TRASH CHUTE
HA1.2 2
2 A.E1.11
3 A.E1.11
194' - 9"
181' - 10"
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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LEVEL 6 FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.26
01/06/2025
1 SCALE: 1/8" = 1'-0"
LEVEL 6
COLOR LEGEND
0' 4' 8' 16'
DN
2 A.E1.31
A.E1.32
A.E1.32
A.E1.31 1
2 1
123456789
ABCDE
1639 SF
KITCHEN
1731 SF
MECHANICAL
4444 SF
ROOF TERRACE RESTAURANT
321 SF
TLT
323 SF
TLT
11' - 6" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 4" 30' - 0" 21' - 9" 26' - 0" 28' - 0" 24' - 7" 28' - 0"
207 SF
ELEV LOBBY
197 SF
STAIR 1
206 SF
STAIR 2
359 SF
CORRIDOR
2 A.E1.41 2
A.E1.41
1 A.E1.41
1 A.E1.41
1 A.E1.42
1 A.E1.42
2 A.E1.42 2
A.E1.42
99 SF
UTILITY
FG
AMENITY
CIRCULATION
OUTDOOR AMENITIES
UTILITY
GREEN ROOF
77 SF
ICE
HA1.2 2
24'-0" TOP FLOOR SETBACK
OPEN TO SKY ABOVE
PROPOSED MECHANICAL WELL.
MECHANICAL EQUIPMENT
LOCATION AND SIZING SUBJECT
TO CHANGE
194' - 1"
181' - 10"
FINAL LANDSCAPE ROOF DESIGN TO BE CONFIRMED IN NEXT DESIGN PHASE. DISCUSSION WITH AND APPROVAL BY VENTURA COUNTY FIRE
DEPARTMENT IS REQUIRED FOR DESIGN OF LANDSCAPED ROOF
1. E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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PENTHOUSE FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.28
01/06/2025
1 SCALE: 1/8" = 1'-0"
PENTHOUSE
COLOR LEGEND
0' 4' 8' 16'
GENERAL NOTES
2 A.E1.31
A.E1.32
A.E1.32
A.E1.31
1 2
1 1 2 3 4 5 6 7 8 9
A
B
C
D
E
11' - 6" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 11' - 4" 30' - 0" 21' - 9" 26' - 0" 28' - 0" 24' - 7" 28' - 0"
2 A.E1.41
2 A.E1.41
1 A.E1.41
1 A.E1.41
1 A.E1.42
1 A.E1.42
2 A.E1.42
2 A.E1.42
F
G
POOL BELOW
BALLASTED ROOF
SCREENED MECHANICAL ZONE
GREEN ROOF
GREEN ROOF
SHADE CANOPY BELOW
BUILDING C.1
PEDESTRIAN BRIDGE
SKYLIGHT
HA1.2
2 CANOPY OVER BRIDGE
SHIPS LADDER ACCESS TO ELEVATOR TOWER ROOF
STAIR ACCESS TO HIGH ROOF
5' - 3"
218' - 3"
185' - 6" 8' - 1"
22' - 3"
PROPOSED SOLAR PANEL
LOCATION(S), TYP.
PV AREA SUBJECT TO CHANGE
PENDING T24 REPORT
AS PART OF BUILDING AND
SAFETY SUBMITTAL
FINAL LANDSCAPE ROOF DESIGN TO BE CONFIRMED IN NEXT DESIGN PHASE. DISCUSSION WITH AND APPROVAL BY VENTURA COUNTY FIRE
DEPARTMENT IS REQUIRED FOR DESIGN OF LANDSCAPED ROOF
1. E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ROOF PLAN
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.29
01/06/2025
1 SCALE: 1/8" = 1'-0"
ROOF PLAN
0' 4' 8' 16'
GENERAL NOTES
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
987654321
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
T.O. PARAPET
EL +98' - 6"
2 A.E1.41
2 A.E1.42
LOW ROOF
EL +74' - 6"
13' - 6" 6' - 0" 15' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 2' - 6" 11' - 6" 10' - 0" 88' - 6" FROM PROJECT DATUM
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
CBA
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
ED
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
T.O. PARAPET
EL +98' - 6"
1 A.E1.41
1 A.E1.42
LOW ROOF
EL +74' - 6"
GF
88' - 6" FROM PROJECT DATUM
10' - 0" 11' - 6" 2' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 15' - 0" 6' - 0" 13' - 6" 77' - 0"
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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EXTERIOR BUILDING ELEVATIONS
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.31
01/06/2025
1 SCALE: 1/8" = 1'-0"
NORTH ELEVATION
2 SCALE: 1/8" = 1'-0"
EAST ELEVATION
0' 4' 8' 16'
0' 4' 8' 16'
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) EXTENT OF BUILDING C.1
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT
MECH SCREEN
& ELEV. OVERRUN
MECHANICAL SCREEN
MECH SCREEN
& ELEV. OVERRUN
ELEVATOR OVERRUN ELEVATOR OVERRUN
02/12/2026
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
123456789
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
T.O. PARAPET
EL +98' - 6"
2 A.E1.41
2 A.E1.42
LOW ROOF
EL +74' - 6"
88' - 6" FROM PROJECT DATUM
10' - 0" 11' - 6" 2' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 15' - 0" 6' - 0" 13' - 6" BUILDING C.1 PEDESTRIAN
BRIDGE IN FOREGROUND
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
ABC
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
DE
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
T.O. PARAPET
EL +98' - 6"
1 A.E1.41
1 A.E1.42
LOW ROOF
EL +74' - 6"
FG
88' - 6" FROM PROJECT DATUM
11' - 6" 2' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 15' - 0" 6' - 0" 13' - 6" 77' - 0"
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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EXTERIOR BUILDING ELEVATIONS
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.32
01/06/2025
1 SCALE: 1/8" = 1'-0"
SOUTH ELEVATION
2 SCALE: 1/8" = 1'-0"
WEST ELEVATION
0' 4' 8' 16'
0' 4' 8' 16'
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
CBA
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
ED
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
T.O. PARAPET
EL +98' - 6"
1 A.E1.41
1 A.E1.42
LOW ROOF
EL +74' - 6"
GF
ELEV LOBBY ROOF TERRACE RESTAURANT
DOUBLE CORRIDOR ELEV LOBBY CORRIDOR SINGLE
DOUBLE CORRIDOR ELEV LOBBY CORRIDOR SINGLE
DOUBLE CORRIDOR ELEV LOBBY CORRIDOR SINGLE
DOUBLE CORRIDOR ELEV LOBBY CORRIDOR SINGLE
RECEIVING / TRASH
AMENITY ELEV LOBBY AMENITY AMENITY DECK
RECEIVING SERVICE ELEV KITCHEN ELEVATOR LOBBY LOBBY / LOUNGE 817
+/- 827' AT
EXISTING GRADE
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
987654321
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
T.O. PARAPET
EL +98' - 6"
2 A.E1.41
2 A.E1.42
LOW ROOF
EL +74' - 6"
STAIR 2 MECHANICAL ELEV LOBBY KITCHEN TLT CORRIDOR TLT STAIR 1
DOUBLE DOUBLE SUITE ELEV LOBBY DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE
DOUBLE DOUBLE SUITE ELEV LOBBY DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE
DOUBLE DOUBLE SUITE ELEV LOBBY DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE
DOUBLE DOUBLE SUITE ELEV LOBBY DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE
AMENITY AMENITY DECK UTILITY ELEV LOBBY AMENITY
RESTAURANT ELEVATOR LOBBY LUGGAGE ADMIN SUITE CONFERENCE PREFUNCTION E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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BUILDING SECTIONS
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.41
01/06/2025
2 SCALE: 1/8" = 1'-0"
BUILDING SECTION
1 SCALE: 1/8" = 1'-0"
BUILDING SECTION
0' 4' 8' 16'
0' 4' 8' 16'
LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
123456789
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
T.O. PARAPET
EL +98' - 6"
2 A.E1.41
2 A.E1.42
LOW ROOF
EL +74' - 6"
SINGLE CORRIDOR SINGLE
SINGLE CORRIDOR SINGLE
SINGLE CORRIDOR SINGLE
SINGLE CORRIDOR SINGLE
AMENITY POOL DECK
PREFUNCTION MEETING ROOM BOH CORRIDOR KITCHEN UTILITY RESTAURANT LEVEL 1
EL +0' - 0"
LEVEL 2
EL +19' - 6"
LEVEL 3
EL +34' - 6"
LEVEL 4
EL +44' - 6"
ABC
LEVEL 5
EL +54' - 6"
LEVEL 6
EL +64' - 6"
ROOF TERRACE
EL +77' - 0"
DE
SERVICE DOCK
EL +13' - 6"
HIGH ROOF
EL +88' - 6"
T.O. PARAPET
EL +98' - 6"
1 A.E1.41
1 A.E1.42
LOW ROOF
EL +74' - 6"
FG
ROOF TERRACE RESTAURANT KITCHEN
SUITE CORRIDOR DOUBLE
SUITE CORRIDOR DOUBLE
DOUBLE CORRIDOR DOUBLE
SINGLE CORRIDOR DOUBLE
AMENITY
LOBBY / LOUNGE ADMIN SUITE TLT TLT MEETING ROOM MEETING ROOM 4 A.E1.11
+/- 827' AT
EXISTING GRADE
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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BUILDING SECTIONS
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.42
01/06/2025
1 SCALE: 1/8" = 1'-0"
BUILDING SECTION
2 SCALE: 1/8" = 1'-0"
BUILDING SECTION
0' 4' 8' 16'
0' 4' 8' 16'
E3.1 E3.2 E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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6916
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COLOR AND MATERIALS
THOUSAND OAKS DOWNTOWN PROJECT - HOTEL
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
0000-01-RS15
A.E1.51
01/06/2025
1 SCALE:
AXON - VIEW FROM NORTHWEST
2 SCALE:
AXON - VIEW FROM SOUTHEAST
01 03
04 01
02 04
05 06
06 06
06 BLDG C.1 PEDESTRIAN BRIDGE & STAIRS NOT SHOWN FOR CLARITY 04 07
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT
2. ALTERNATIVE COLORS AND MATERIALS MAY BE CONSIDERED BASED ON
COMPATIBILITY WITH DESIGN INTENT PRESENTED IN VISUALS REPRESENTING DESIGN ALTERNATIVES SUBJECT TO APPROVAL BY PLANNING DIRECTOR.
01 CONCRETE MASONRY UNIT
LOCATION: WALLS
BASIS OF DESIGN: ANGELUS BLOCK CO.
SIZE: 4"X16"
PATTERN: STACK BOND
COLOR: GRAY
05 METAL PANEL RAINSCREEN
LOCATION: WALLS
BASIS OF DESIGN: CALIFORNIA SHEET METAL / ALUCOBOND
COLOR: CHAMPAGNE
02 LIMESTONE VENEER
LOCATION: WALLS
BASIS OF DESIGN: TERRACORE PANELS
SIZE: VARIES
FINISH: LIMESTONE
06 ALUMINUM CURTAINWALL / STOREFRONT
BASIS OF DESIGN: KAWNEER
FINISH: DARK BRONZE ANODIZED
04 WOOD SLAT SIDING
LOCATION: WALL PANELS, CANOPY SOFFIT
BASIS OF DESIGN: THERMORY USA
SIZE: 12' LENGTHS
FINISH: BENCHMARK OAK
03 NATURAL STONE VENEER
LOCATION: NORTH FACADE
BASIS OF DESIGN: TERRACORE PANELS
SIZE: VARIES
COLOR: ITALIAN SILVER
07 SPANDREL GLAZING PANEL
LOCATION: WINDOW PANEL
BASIS OF DESIGN: GLASSWERK
SIZE: VARIES
PARKING BREAKDOWN
LEVEL 1 - VEHICULAR PARKING : 66 STALLS
BIKE PARKING : 9 SPACES
LEVEL 2 - VEHICULAR PARKING: 74 STALLS
BIKE PARKING : 38 SPACES
LEVEL 3 - VEHICULAR PARKING : 72 STALLS
BIKE PARKING : 48 SPACES
TOTAL : 212 VEHICULAR STALLS (INCLUDES 51 COMPACT SPACES, 24%) 95 BIKE PARKING SPACES
86 RESIDENTIAL BIKE PARKING SPACES
9 EMPLOYEE BIKE PARKING SPACES
BLDG E2: 161 UNITS / 180 "BEDROOMS"
COMMON OPEN SPACE (COURTYARD & ROOF DECK): 14,226 SF
(NOTE: # OF UNITS FACING COMMON OPEN SPACE: 38)
PRIVATE OPEN SPACE TOTAL SQUARE FOOTAGE: 5,926 SF
• TOTAL # OF UNITS WITH A BALCONY (INCLUDES JULIET BALCONIES): 145 (145/161 = 90%)
1. # OF UNITS (& PERCENTAGE) WITH FULL BALCONY: 42 (42/161 = 26%) A. MIN SIZE: 48 SF
2. # OF UNITS (& PERCENTAGE) WITH JULIET BALCONIES: 103 (103/161 = 64%) A. MIN SIZE: 12 SF
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - BUILDING INFORMATION &
PERSPECTIVES
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.01
03/23/2026
A.E2.01 BLDG E2 - BUILDING INFORMATION & PERSPECTIVES
A.E2.10 BLDG E2 - SITE PLAN
A.E2.11 BUILDING E2 FIRE ACCESS DIAGRAMS
A.E2.21 BLDG E2 - LEVEL 1 - FLOOR PLAN
A.E2.22 BLDG E2 - LEVEL 2 - FLOOR PLAN
A.E2.23 BLDG E2 - LEVEL 3 - FLOOR PLAN
A.E2.24 BLDG E2 - LEVEL 4 - FLOOR PLAN
A.E2.25 BLDG E2 - LEVEL 5 - FLOOR PLAN
A.E2.26 BLDG E2 - LEVEL 6 - FLOOR PLAN
A.E2.27 BLDG E2 - LEVEL 7 - FLOOR PLAN
A.E2.28 BLDG E2 - ROOF PLAN
A.E2.31 BLDG E2 - ELEVATIONS
A.E2.32 BLDG E2 - ELEVATIONS
A.E2.41 BLDG E2 - BUILDING SECTIONS
A.E2.42 BLDG E2 - BUILDING SECTIONS
A.E2.51 BLDG E2 - COLOR & MATERIALS
A.E2.52 TYPICAL UNIT PLANS. BLDG'S E2, E3.1, E3.2, E3.3 SHEET INDEX BUILDING INFORMATION NET AREA - BUILDING E2 GROSS AREA - BUILDING E2
UNIT SUMMARY
PARKING SUMMARY
AREA NAME GROSS AREA
GROUND FLOOR (RETAIL)
CIRCULATION 640 SF
COMMERCIAL 8866 SF
ELEVATOR 482 SF
PARKING 31037 SF
RESIDENTIAL CIRCULATION 690 SF
STAIR 423 SF
UTILITY / SERVICE 1181 SF
43319 SF
LEVEL 2 (PARKING)
CIRCULATION 0 SF
PARKING 31763 SF
RESIDENTIAL CIRCULATION 488 SF
UTILITY / SERVICE 455 SF
32706 SF
LEVEL 3 (PARKING & RES)
PARKING 31433 SF
RESIDENTIAL 7215 SF
RESIDENTIAL BALCONY 216 SF
RESIDENTIAL CIRCULATION 2089 SF
UTILITY / SERVICE 428 SF
41381 SF
LEVEL 4 (RES)
COMMON DECK 9312 SF
RESIDENTIAL 25289 SF
RESIDENTIAL AMENITY 1079 SF
RESIDENTIAL BALCONY 1244 SF
RESIDENTIAL CIRCULATION 4492 SF
UTILITY / SERVICE 554 SF
41969 SF
NUMBER OF STORIES:
MAX. HEIGHT ALLOWED:(PER 2022 CBC TABLE 504.3)
CONSTRUCTION TYPE:
MAX. HEIGHT PROPOSED:
BUILDING INFORMATION:
OCCUPANCY GROUP:
SPRINKLERED:
HIGH FIRE ZONE: Yes
+/- 92'5"
160FT
NFPA 13
IB OVER IA
B / R-2 / S-2
7 AREA NAME GROSS AREA
LEVEL 5 (RES)
RESIDENTIAL 26415 SF
RESIDENTIAL BALCONY 1669 SF
RESIDENTIAL CIRCULATION 4536 SF
UTILITY / SERVICE 554 SF
33174 SF
LEVEL 6 (RES)
RESIDENTIAL 26413 SF
RESIDENTIAL BALCONY 1560 SF
RESIDENTIAL CIRCULATION 4510 SF
UTILITY / SERVICE 554 SF
33036 SF
LEVEL 7 (RES)
COMMON DECK 4914 SF
RESIDENTIAL 20357 SF
RESIDENTIAL BALCONY 1237 SF
RESIDENTIAL CIRCULATION 4540 SF
UTILITY / SERVICE 402 SF
31450 SF
TOTAL GROSS AREA 257034 SF
AREA NAME NET AREA
GROUND FLOOR (PARKING)
CIRCULATION 404 SF
COMMERCIAL 8348 SF
ELEVATOR 255 SF
PARKING 30362 SF
RESIDENTIAL CIRCULATION 612 SF
STAIR 544 SF
UTILITY / SERVICE 1051 SF
41576 SF
LEVEL 2 (PARKING)
CIRCULATION 229 SF
PARKING 31081 SF
RESIDENTIAL CIRCULATION 443 SF
UTILITY / SERVICE 392 SF
32144 SF
LEVEL 3 (PARKING & RES)
PARKING 30685 SF
RESIDENTIAL 6796 SF
RESIDENTIAL AMENITY 473 SF
RESIDENTIAL BALCONY 300 SF
RESIDENTIAL CIRCULATION 1892 SF
UTILITY / SERVICE 764 SF
40910 SF
LEVEL 4 (RES)
COMMON DECK 10045 SF
RESIDENTIAL 23329 SF
RESIDENTIAL AMENITY 1029 SF
RESIDENTIAL BALCONY 1579 SF
RESIDENTIAL CIRCULATION 4108 SF
UTILITY / SERVICE 346 SF
40435 SF
MIXED USE - BUILDING E2
LEVEL 4:
STUDIO: 27
1-BED: 6
2-BED: 5
LEVEL 6:
STUDIO: 29
1-BED: 6
2-BED: 5
BUILDING A UNIT BREAKDOWN
LEVEL 3:
STUDIO: 4
1-BED: 4
2-BED: 2
LEVEL 5:
STUDIO: 29
1-BED: 6
2-BED: 5
LEVEL 7:
STUDIO: 26
1-BED: 5
2-BED: 2
______________________________________________________________ TOTALS:
STUDIO: 115
1-BED: 27
2:-BED: 19
161 TOTAL UNITS
AREA NAME NET AREA
LEVEL 5 (RES)
RESIDENTIAL 24303 SF
RESIDENTIAL BALCONY 1645 SF
RESIDENTIAL CIRCULATION 4108 SF
UTILITY / SERVICE 346 SF
30403 SF
LEVEL 6 (RES)
RESIDENTIAL 24247 SF
RESIDENTIAL BALCONY 1664 SF
RESIDENTIAL CIRCULATION 4108 SF
UTILITY / SERVICE 346 SF
30365 SF
LEVEL 7 (RES)
RESIDENTIAL 18654 SF
RESIDENTIAL AMENITY 1403 SF
RESIDENTIAL BALCONY 1193 SF
RESIDENTIAL CIRCULATION 4129 SF
UTILITY / SERVICE 346 SF
25724 SF
TOTAL NET AREA 241557 SF
2 NW PERSPECTIVE
3 SW PERSPECTIVE
1 NE PERSPECTIVE
4 SE PERSPECTIVE.
OPEN SPACE
UP
P R O J E C T A R E A
S
T
O
P
POTS
S
T
O
P
POTS POTS
STOP
S
T
O
P
S
T
O
P
S
T
O
P
P R O J E C T A R E A
S
T
O
P
POTS
S
T
O
P
POTS POTS
STOP
S
T
O
P
S
T
O
P
S
T
O
P
MAIN ST.
35' - 11"
NEW ST.
BLDG E2
MIXED USE
HOTEL
SEE SHEET A.E1.01
BLDG E3.2 MIXED USE
BLDG E3.1 MIXED USE SEE SHEET A.E3.1.01
SEE SHEET A.E3.1.01
16' - 1"
(E) PARKING STRUCTURE
74' - 1"
OAKWOOD DRIVE
DALLAS ST.
(E) 1868 T.O.
BLVD
NOT A PART
16' - 0"
22' - 2"
38' - 8"
11' - 3" 6' - 11"
6' - 8"
21' - 9"
14' - 1"
TRANSFORMER
37' - 7"
SITE PLAN LEGEND
ACCESSIBLE PATH OF TRAVEL
(SHALL BE 48" MIN. CBC 11B-403.5)
PARCEL LINE
FIRE LANE
PROJECT BOUNDARY
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - SITE PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.10
03/23/2026
1 SCALE: 1/16" = 1'-0"
SITE PLAN
0' 16' 64'32'
P R O J E C T A R E A B O
STOP
POTS
STOP
POTSPOTS
STOP
STOP
STOP
STOP
P R O J E C T A R E A B O
STOP
POTS
STOP
POTSPOTS
STOP
STOP
STOP
STOP
UP
MAIN ST.
35' - 11"
NEW ST.
BLDG E2
MIXED USE
16' - 1"
(E) PARKING STRUCTURE
17' - 4"
2 6'
-
6 "
38' - 8"
74' - 1"
37' - 5"
OAKWOOD
DRIVE
DALLAS ST.
16' - 0"
22' - 2"
38' - 8"
2 A.E2.11
3 A.E2.11
4 A.E2.11
HOTEL
SEE SHEET A.E1.01
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
ROOF
897' - 3 1/2"
T.O.R
907' - 5 1/2"
10' - 2" 11' - 9 1/2" 11' - 6"
82' - 3 1/2"
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
ROOF
897' - 3 1/2"
T.O.R
907' - 5 1/2"
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
ROOF
897' - 3 1/2"
T.O.R
907' - 5 1/2"
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BUILDING E2 FIRE ACCESS DIAGRAMS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.11
03/23/2026
A-301 A.E2.11 SCALE: 1" = 20'-0" 1 SITE PLAN
A-301 A.E2.11 SCALE: 1/16" = 1'-0" 2 Section 3A.E2.11 A.E2.11 SCALE: 1/16" = 1'-0" 3 Section 4A.E2.11 A.E2.11 SCALE: 1/16" = 1'-0" 4 Section 5 A A
E E
1 14
32 33 46
15 17
47 LEVEL 1
PARKING ENTRY
TT
RR R T
1 1
2 2
LEGEND
CIRCULATION
COMMERCIAL
PARKING
UTILITY
COMMERCIAL 1 COMMERCIAL 2
ELECTRICAL
(RESIDENTIAL)
TRASH
(COMMERCIAL)
1 A.E2.41
1 A.E2.41
1 A.E2.42
1 A.E2.42
18 LOBBY
(RESIDENTIAL)
MEP
F
ELEVATOR
3 LOBBY
(COMMERCIAL)
ELEVATOR
1 ELEVATOR
2 STAIR 1
HALL
STAIR 2
BIKE STORAGE
66 281' - 3"
163' - 9"
1 A.E2.31
2 A.E2.31
1 A.E2.32
2 A.E2.32
LEVEL 1 PARKING
COMMERCIAL/RESIDENTIAL
2 A.E2.41
2 A.E2.41
2 A.E2.42
2 A.E2.42
15' - 0 1/32" 15' - 0"
18' - 6"
26' - 0"
25' - 0"
9' - 0"
8' - 6"
TYP.
18' - 0"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
4' - 0" TYP.
9' - 0"
8' - 6"
9' - 0"
4' - 0" TYP.
15' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
TYP.
18' - 0"
9' - 0"
8' - 6"
9' - 0"
TYP.
18' - 0"
9' - 0"
9' - 0"
TYP.
18' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
9' - 0"
5' - 0"
4' - 0" TYP.
TYP.
18' - 0"
TYP.
18' - 0"
TYP.
9' - 0"
TYP.
18' - 0"
TYP.
9' - 0"
18' - 0"
9 BICYCLES - LONG TERM STORAGE
24' - 10 1/4"
F
F
F
F
F
STAIR 4
ELEVATOR
4 STAIR 3
EGRESS CORRIDOR 48' - 4"
14' - 5"
28' - 1"
10' - 6" 12' - 6"
7' - 2"
7' - 4"
PROPOSED FUTURE SERVICE HALL
(APPROX 105' FROM SERVICE EXIT TO
WASTE. 105'<250' MAX)
PROPOSED FUTURE SERVICE HALL
(APPROX 245' FROM SERVICE EXIT TO
WASTE)
34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
27' - 0"
34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
34' - 1" 34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
27' - 0"
27' - 0"
27' - 0"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
COMPACT COMPACT COMPACT
COMPACT COMPACT COMPACT COMPACT COMPACT
COMPACTCOMPACT COMPACTCOMPACT
9' - 0"
COMPACT COMPACT COMPACT COMPACT
9' - 0"
2' - 8" MIN. TYP.
2' - 8" MIN. TYP.
2' - 8" MIN. TYP.
2' - 8" MIN. TYP.
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0
9 "
' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0"
9' - 0" 9' - 0"
TYP.
60.00°
3' - 9"
AWNING OVERHEAD, TYP.
7' - 3"
7' - 3"
5' - 0"
5' - 0"5' - 0"
37' - 8"
73' - 4"
37' - 8"
5' - 0"5' - 0"5' - 0"5' - 0"
5' - 0"
41' - 4"
35' - 9" 84' - 8"
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - LEVEL 1 - FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.21
03/23/2026
1 SCALE: 3/32" = 1'-0"
(E2) LEVEL 1 (RETAIL & PARKING)
0' 16' 64'32'
A A
E E
31 49
52 LEVEL 2
PARKING
ENTRY
14 15
32 57
1 1
2 2
LEGEND
CIRCULATION
COMMERCIAL
PARKING
UTILITY
59 OPEN TO
BELOW
OPEN TO
BELOW
60 74
TRASH (RES.)
1 A.E2.41
1 A.E2.41
1 A.E2.42
1 A.E2.42
50 OPEN TO
BELOW
STAIR 1
BIKE STORAGE
281' - 3"
163' - 9"
1 A.E2.31
2 A.E2.31
1 A.E2.32
2 A.E2.32
STAIR 2
1 LOBBY (RESIDENTIAL)
ELEVATOR
3 ELEVATOR
1 ELEVATOR
2 LEVEL 2 PARKING
COMMERCIAL/RESIDENTIAL
ELECTRICAL
(RESIDENTIAL)
2 A.E2.41
2 A.E2.41
2 A.E2.42
2 A.E2.42
15' - 0"
15' - 0" 15' - 0"
25' - 0"
9' - 0"
9' - 0"
TYP.
18' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
TYP.
18' - 0"
9' - 0"
8' - 6"
9' - 0"
29' - 0"
TYP.
18' - 0
9 "
' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
TYP.
18' - 0"
9' - 0"
9' - 0"
TYP.
18' - 0"
9' - 0"
18' - 0"
TYP.
18' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
5' - 0"
9' - 0"
9' - 0
1 "
8' - 0"
38 BICYCLES
9' - 0"
18' - 0"
9' - 0"
TYP.
18' - 0"
ELEVATOR
4 STAIR 3
STAIR 4
LOBBY
(COMMERCIAL)
TYP.
18' - 0"
9' - 0"
9' - 0"
T. R.
4' - 0" TYP.
4' - 0" TYP.
4' - 0" TYP.
4' - 0" TYP.
7' - 10"
5' - 0"
5' - 0"5' - 0"
5' - 0"
AWNING OVERHEAD, TYP.
115' - 9"
27' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
27' - 0"
20' - 7"
34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
27' - 0"
28' - 7"
34' - 1" 34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
31' - 2"
SHARED RESIDENTIAL
PARKING - TO BE UTILIZED FOR
MOVE-INS
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
COMPACT COMPACT COMPACT
COMPACT COMPACT COMPACT COMPACT COMPACT
COMPACTCOMPACT COMPACTCOMPACT
COMPACT COMPACT COMPACT COMPACT
COMPACT
9' - 0" 9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0
9'
"
- 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0
9 "
' - 0"
9' - 0"
9' - 0"
9' - 0" 9' - 0" 9' - 0" 9' - 0"
9' - 0"
TYP.
60.00°
2' - 8" MIN. TYP.
2' - 8" MIN. TYP.
2' - 8" MIN. TYP.
2' - 8" MIN. TYP.
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - LEVEL 2 - FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.22
03/23/2026
1 SCALE: 3/32" = 1'-0"
LEVEL 2 (PARKING).
0' 16' 64'32'
A A
E E
14 15 31
32 49
58 72
50 57
LEVEL 3
PARKING
ENTRY
1 1
2 2
LEGEND
STUDIO
1 BD
2 BD
AMENITY
CIRCULATION
PARKING
UTILITY
TRASH (RES.)
TRASH (RES.)
F
STAIR 3
1 A.E2.41
1 A.E2.41
1 A.E2.42
1 A.E2.42
STUDIO
302
1 BD
303
1 BD
304
STUDIO
306
STUDIO
307
STUDIO
308
1 BD
309
2 BD
310
2 BD
301
HALL
AMENITY
BIKE STORAGE
281' - 3"
163' - 9"
1 A.E2.31
2 A.E2.31
1 A.E2.32
2 A.E2.32
52 1
STAIR 1
STAIR 2
ELEVATOR
3 ELEVATOR
1 ELEVATOR
2 BULKY ITEM DROP
OFF
ELECTRICAL
(RESIDENTIAL)
2 A.E2.41
2 A.E2.41
2 A.E2.42
2 A.E2.42
BIKE STORAGE
LOBBY
(RESIDENTIAL)
TYP.
18' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
TYP.
18' - 0"
9' - 0"
9' - 0"
TYP.
18' - 0"
9' - 0"
18' - 0"
TYP.
18' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
5' - 0"
9' - 0"
9' - 0"
9' - 0"
TYP.
18' - 0"
9' - 0" 9' - 0"
TYP.
18' - 0"
9' - 0"
TYP.
18' - 0"
9' - 0"
TYP.
18' - 0"
8' - 6"
9' - 0"
8' - 6"
9' - 0"
15' - 0"
15' - 0"
25' - 0"
T.
T.
R.
F F F F F
1 BD
305
MEP / UTILITY
TRASH (RES.)
36 BICYCLES
5' - 6"
20' - 2 201/256"
12 BICYCLES
15' - 0"
4' - 0" TYP. 4' - 0" TYP.
4' - 0" TYP.
3' - 4"
7' - 0"
BULKY ITEM
DROP OFF
106' - 6" 12' - 9" 38' - 4"
28' - 6"
29' - 2"
70' - 10" 45' - 0"
218' FROM UNIT TO WASTE
T. R.
27' - 0"
28' - 7" 20' - 7" 28' - 1"
27' - 0"
34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
34' - 0" 34' - 0" 34' - 0" 34' - 0" 34' - 0"
34' - 0"34' - 0"34' - 0"34' - 0"34' - 1"
31' - 2"
9' - 0"
8' - 6"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
8' - 6"
9' - 0"
9' - 0"
COMPACT COMPACT COMPACT
COMPACT COMPACT COMPACT COMPACT COMPACT
COMPACTCOMPACT COMPACTCOMPACT
COMPACT COMPACT COMPACT COMPACT
COMPACT
COMPACT
COMPACT
4' - 10"
14' - 4"
5' - 0"
11' - 8"
9' - 0"
9' - 0"
9' - 0" 9' - 0" 9' - 0" 9' - 0"
TYP.
60.00°
2' - 8" MIN. TYP.
2' - 8" MIN. TYP.
2' - 8" MIN. TYP.
2' - 8" MIN. TYP.
0' - 11"
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 4/2/2026 2:36:45 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - LEVEL 3 - FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.23
03/23/2026
1 SCALE: 3/32" = 1'-0"
LEVEL 3 (PARKING & RES).
0' 16' 64'32'
A
A
EE
1122
1 A.E2.41
1 A.E2.41
1 A.E2.42
1 A.E2.42
2 BD
401
2 BD
402
STUDIO
403
STUDIO
404
STUDIO
405 1 BD
406
2 BD
407
STUDIO
408
STUDIO
410
STUDIO
411
STUDIO
413
STUDIO
412
STUDIO
414
2 BD
416
TRASH (RES.)
STUDIO
431
AMENITY STUDIO
425
1 BD
421
1 BD
419
STUDIO
435
STUDIO
437
1 BD
439
TRASH (RES.)
STUDIO
430
2 BD
432
STUDIO
433
STUDIO
434
STUDIO
436
STUDIO
440
1 BD
409
1 BD
415
MECHANICAL
LEGEND
STUDIO
1 BD
2 BD
AMENITY
CIRCULATION
UTILITY
OUTDOOR TERRACE
1 A.E2.31
2 A.E2.31
1 A.E2.32
2 A.E2.32
CIRCULATION
STUDIO
423
STAIR 1
STAIR 2
LOBBY
ELEVATOR 3
ELEVATOR 1
ELEVATOR 2
UTILITY
2 A.E2.41 2
A.E2.41
2 A.E2.42 2
A.E2.42
OPEN COURTYARD
STUDIO
638
STAIR 3
STUDIO
417
STUDIO
418
STUDIO
420
STUDIO
422
STUDIO
424
STUDIO
526
STUDIO
428
39' - 4"
64' - 2"
144' - 1"
PRIVATE OUTDOOR SPACE
6' - 0"
6' - 1"
5' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
85' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
85' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
90' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
90' - 6"
5' - 11"
5' - 6"
281' - 3"
163' - 9"
71' - 4" 10' - 5" 56' - 11"
16' - 0"
15' - 4"
PLANTER, TYP.
194' FROM UNIT TO WASTE
41' - 2"
11' - 6 1/2" 16' - 1"
22' - 1"
7' - 9 1/2"
17' - 4 1/2"
35' - 10 1/2"
8' - 10 1/2"
8' - 11"
8' - 11"
T. R.
T.
T.
R.
6' - 5"
6' - 5"
8' - 7"
2' - 8"
2' - 9"
5' - 0"
15' - 3"
5' - 7"
17' - 11"
3' - 0"
6' - 1"
13' - 1"
23' - 1"
5' - 3"5' - 3"
5' - 3"
5 '
-
6 "
5' - 5"
5' - 3"
6' - 3"
6' - 3"
5' - 0"
6'
-
3"
1 SCALE: 3/32" = 1'-0"
LEVEL 4 (RES).
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 4/2/2026 2:36:47 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - LEVEL 4 - FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.24
03/23/2026
0' 16' 64'32'
A
A
EE
1122
LEGEND
STUDIO
1 BD
2 BD
CIRCULATION
UTILITY
1 A.E2.41
1 A.E2.41
1 A.E2.42
1 A.E2.42
1 A.E2.31
2 A.E2.31
1 A.E2.32
2 A.E2.32
2 BD
501
2 BD
502
STUDIO
503
STUDIO
505 1 BD
506
2 BD
507
STUDIO
508
STUDIO
510
STUDIO
511
STUDIO
513
STUDIO
512
STUDIO
514
2 BD
516
TRASH (RES.)
STUDIO
531
STUDIO
525
1 BD
521
1 BD
519
STUDIO
535
STUDIO
537
1 BD
539
TRASH (RES.)
2 BD
532
STUDIO
533
STUDIO
534
STUDIO
536
STUDIO
540
1 BD
509
1 BD
515
MECHANICAL
CORRIDOR
STUDIO
523
STAIR 2
STAIR 3
406 SF
LOBBY
ELEVATOR 3
ELEVATOR 1
ELEVATOR 2
2 BD
501
2 BD
502
STUDIO
504
STUDIO
505 1 BD
506
2 BD
507
STUDIO
508
STUDIO
510
STUDIO
511
STUDIO
513
STUDIO
512
STUDIO
514
2 BD
516
STUDIO
517
STUDIO
525
1 BD
521
1 BD
519
STUDIO
535
STUDIO
537
1 BD
539
STUDIO
526
STUDIO
530
2 BD
532
STUDIO
533
STUDIO
534
STUDIO
536
STUDIO
540
1 BD
509
1 BD
515
STUDIO
523
134 SF
UTILITY
2 A.E2.41 2
A.E2.41
2 A.E2.42 2
A.E2.42
OPEN TO
BELOW
2 A.E2.11
3 A.E2.11
4 A.E2.11
38' - 0"
STUDIO
527
STUDIO
529
STUDIO
518
STUDIO
520
STUDIO
522
STUDIO
524
STUDIO
528
STUDIO
538
STAIR 3
6' - 0"
6' - 1"
5' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
85' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
85' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
90' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
90' - 6"
5' - 6"
5' - 11"
281' - 3"
163' - 9"
10' - 0"
4 '
-
0 "
1' - 11 1/2"
1' - 7 1/2"
71' - 4" 10' - 5" 56' - 11"
194' FROM UNIT TO WASTE
T. R.
T.
T.
R.
5' - 0"5' - 0"
5' - 0"
6' - 3"
6' - 2"
3' - 5"
6' - 3"
6' - 3"
5' - 0"
6'
-
3"
8' - 6"
5 '
-
6 "
5' - 2"
5' - 1"
4' - 10"
1 SCALE: 3/32" = 1'-0"
LEVEL 5 (RES).
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 4/2/2026 2:36:49 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - LEVEL 5 - FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.25
03/23/2026
0' 16' 64'32'
A
A
EE
1122
LEGEND
STUDIO
1 BD
2 BD
CIRCULATION
UTILITY
1 A.E2.41
1 A.E2.41
1 A.E2.42
1 A.E2.42
1 A.E2.31
2 A.E2.31
1 A.E2.32
2 A.E2.32
2 BD
601
2 BD
602
STUDIO
603
STUDIO
604
STUDIO
605 1 BD
606
2 BD
607
STUDIO
608
STUDIO
610
STUDIO
611
STUDIO
613
STUDIO
612
STUDIO
614
2 BD
616
TRASH (RES.)
STUDIO
631
STUDIO
625
1 BD
621
1 BD
619
STUDIO
635
STUDIO
637
1 BD
639
TRASH (RES.)
STUDIO
630
2 BD
632
STUDIO
633
STUDIO
634
STUDIO
636
STUDIO
640
1 BD
609
1 BD
615
MECHANICAL
CORRIDOR
STUDIO
623
STAIR 1
STAIR 2
LOBBY
ELEVATOR 3
ELEVATOR 1
ELEVATOR 2
5' - 6"
UTILITY
2 A.E2.41 2
A.E2.41
2 A.E2.42 2
A.E2.42
OPEN TO
BELOW
2 A.E2.11
3 A.E2.11
4 A.E2.11
STUDIO
627
STUDIO
629
STUDIO
617
STUDIO
618
STUDIO
620
STUDIO
622
STUDIO
624
STUDIO
626
STUDIO
628
STUDIO
638
STAIR 3
6' - 0"
6' - 1"
5' - 11"
5' - 6"
5' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
85' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
85' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
90' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
90' - 6"
281' - 3"
163' - 9"
71' - 4" 10' - 5" 56' - 11"
194' FROM UNIT TO WASTE
T. R.
T.
T.
R.
5' - 0"5' - 0"
5' - 0"
6' - 3"
6' - 3"
3' - 5"
6' - 3"
6' - 3"
6'
-
3"
5' - 0"
2' - 8"
8' - 6"
3' - 0"
5' - 2"
5 '
-
6 "
5' - 3"
4' - 11"
3' - 2"
3' - 0"
1 SCALE: 3/32" = 1'-0"
LEVEL 6 (RES)
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 4/2/2026 2:36:52 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - LEVEL 6 - FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.26
03/23/2026
0' 16' 64'32'
A
A
EE
1122
LEGEND
STUDIO
1 BD
2 BD
AMENITY
CIRCULATION
UTILITY
OUTDOOR TERRACE
1 A.E2.41
1 A.E2.41
1 A.E2.42
1 A.E2.42
1 A.E2.31
2 A.E2.31
1 A.E2.32
2 A.E2.32
AMENITY
ROOFTOP TERRACE
ROOTOP TERRACE
AMENITY
STUDIO
711
STUDIO
713
STUDIO
712
STUDIO
714
2 BD
716
TRASH (RES.)
STUDIO
731
STUDIO
725
1 BD
721
1 BD
719
STUDIO
735
STUDIO
737
1 BD
739
TRASH (RES.)
STUDIO
730
2 BD
732
STUDIO
733
STUDIO
734
STUDIO
736
STUDIO
740
1 BD
715
MECHANICAL
STUDIO
723
STAIR 1
STAIR 2
LOBBY
ELEVATOR 3
ELEVATOR 1
ELEVATOR 2
2 A.E2.41 2
A.E2.41
2 A.E2.42 2
A.E2.42
OPEN TO
BELOW
2 A.E2.11
3 A.E2.11
4 A.E2.11
STUDIO
727
STUDIO
729
7' - 5"
STAIR 3
STUDIO
717
STUDIO
718
STUDIO
720
STUDIO
722
STUDIO
724
STUDIO
726
STUDIO
728
STUDIO
738
6' - 0"
6' - 1"
5' - 6"
5' - 6"
5' - 11"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
85' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
85' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
90' - 6"
MAX LENGTH OF CORRIDOR TO DAYLIGHT ACCESS
90' - 6"
281' - 3"
163' - 9"
71' - 4" 10' - 5" 56' - 11"
102' FROM UNIT TO WASTE
36' - 8 1/2"
34' - 7 1/2"
28' - 9"
64' - 9 1/2" 37' - 4" 71' - 5"
15' - 9 1/2"
34' - 8 1/2"
78' - 7"
13' - 11"
30' - 10"
T. R.
T.
T.
R.
6' - 3"
6' - 3"
3' - 5"
6' - 3"
6' - 3"
6'
-
3"
5' - 0"
8' - 6"
5' - 2"
5 '
-
6 "
STUDIO
643
STUDIO
642
1 BD
644
1 SCALE: 3/32" = 1'-0"
LEVEL 7 (RES).
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 4/2/2026 2:36:57 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - LEVEL 7 - FLOOR PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.27
03/23/2026
0' 16' 64'32'
A
A
EE
1122
1 A.E2.41
1 A.E2.41
1 A.E2.42
1 A.E2.42
1 A.E2.31 1
A.E2.32
2 A.E2.32
2" / 1'-0"
2" / 1'-0"
2" / 1'-0"
2" / 1'-0"
2" / 1'-0"
1 1/2" / 1'-0"
2" / 1'-0"
1/2" / 1'-0"
1/2" / 1'-0"
1" / 1'-0"
ELEVATOR
TOWER
ROOF
STAIR TOWER
ROOF
2" / 1'-0"
STAIR
TOWER
ROOF
STAIR TOWER
ROOF
ROOF TERRACE
BELOW
ROOF TERRACE
BELOW
2 A.E2.41 2
A.E2.41
2 A.E2.42 2
A.E2.42
OPEN TO
BELOW
2 A.E2.11
3 A.E2.11
4 A.E2.11
2" / 1'-0"
1" / 1'-0"
1 1/4" / 1'-0"
1/2" / 1'-0"
3/4" / 1'-0" 3/4" / 1'-0"
2" / 1'-0"
284' - 8"
116' - 2 1/2"
117' - 6 5/8"
PROPOSED
MECHANICAL WELL.
MECHANICAL
EQUIPMENT
LOCATION AND
SIZING SUBJECT TO
CHANGE
4' - 0"
4' - 0" 4' - 0" 4' - 0" 1' - 10" OVERHANG
3' - 0" AWNING
2' - 0" OVERHANG
2' - 0" OVERHANG
2' - 0" OVERHANG
2' - 0" OVERHANG
2' - 0" EAVE
2' - 0" OVERHANG
NOTE: ROOF
OVERHANGS ARE
APPROXIMATE,
SUBJECT TO CHANGE
BY +/-1" TO 4".
163' - 9"
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 3/25/2026 3:37:50 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - ROOF PLAN
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.28
03/23/2026
1 SCALE: 3/32" = 1'-0"
ROOF
0' 16' 64'32'
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
T.O.R
907' - 5 1/2" 12' - 0" 12' - 0" 12' - 0" 11' - 6" 11' - 6" 11' - 6" 21' - 11 1/2" 92' - 5 1/2" 9' - 1"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 95' - 5 1/2" FROM PROJECT DATUM
TOTAL LINEAR FEET OF STOREFRONT BAYS = 184'-2"
PERCENTAGE OF BUILDING FACADE WITH STOREFRONT BAYS = 184'-2" / 262'-1" = 70% > 50%
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
T.O.R
907' - 5 1/2"
12' - 0" 12' - 0" 12' - 0" 11' - 6" 11' - 6" 11' - 6" 21' - 11 1/2" 92' - 5 1/2"
95' - 5 1/2" FROM PROJECT DATUM
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00)
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - ELEVATIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.31
03/23/2026
1 SCALE: 3/32" = 1'-0"
NORTH ELEVATION2 SCALE: 3/32" = 1'-0"
EAST ELEVATION
0' 16' 64'32'
0' 16' 64'32'
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
T.O.R
907' - 5 1/2"
21' - 11 1/2" 11' - 6" 11' - 6" 11' - 6" 12' - 0" 12' - 0" 12' - 0" 92' - 5 1/2"
991SF GLAZING/
3,001SF WALL
= 33% OPENINGS
60SF 26SF 45SF 12SF 62SF 73SF 62SF 12SF 12SF 62SF 12SF 62SF 32SF
24SF
12SF 62SF 12SF 62SF 12SF 62SF 62SF 11SF 11SF 44SF 25SF 60SF
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
T.O.R
907' - 5 1/2"
12' - 0" 12' - 0" 12' - 0" 11' - 6" 11' - 6" 11' - 6" 21' - 11 1/2" 92' - 5 1/2"
68' - 5 1/2"
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - ELEVATIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.32
03/23/2026
1 SCALE: 3/32" = 1'-0"
SOUTH ELEVATION
2 SCALE: 3/32" = 1'-0"
WEST ELEVATION
0' 16' 64'32'
0' 16' 64'32'
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
T.O.R
907' - 5 1/2"
12' - 0" 12' - 0" 12' - 0" 11' - 6" 11' - 6" 11' - 6" 21' - 11 1/2" 92' - 5 1/2"
R TO CIVIL) PROPOSED GRADE (REFER TO CIVIL)PROPOSED GRADE (REFE
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
T.O.R
907' - 5 1/2"
12' - 0" 12' - 0" 12' - 0" 11' - 6" 11' - 6" 11' - 6" 21' - 11 1/2" 92' - 5 1/2"
EXISTING GRADE
+/- 819.5' AT
EXISTING GRADE
+/- 816.0' AT
EXISTING GRADE
PROPOSED GRADE (REFER TO CIVIL)
PROPOSED GRADE (REFER TO CIVIL)
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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BLDG E2 - BUILDING SECTIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.41
03/23/2026
1 SCALE: 3/32" = 1'-0"
SOUTH COURTYARD SECTION
2 SCALE: 3/32" = 1'-0"
EAST SECTION
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
ROOF
897' - 3 1/2"
T.O.R
907' - 5 1/2"
PROPOSED GRADE (REFER TO CIVIL) PROPOSED GRADE (REFER TO CIVIL)
GROUND FLOOR (RETAIL)
815' - 0"
LEVEL 2 (PARKING)
827' - 0"
LEVEL 3 (PARKING & RES)
839' - 0"
LEVEL 4 (RES)
851' - 0"
LEVEL 5 (RES)
862' - 6"
LEVEL 6 (RES)
874' - 0"
LEVEL 7 (RES)
885' - 6"
ROOF
897' - 3 1/2"
T.O.R
907' - 5 1/2"
EXISTING GRADE
+/- 821.0' AT
EXISTING GRADE
+/- 814.2' AT
EXISTING GRADE
PROPOSED GRADE (REFER TO CIVIL)
PROPOSED GRADE
(REFER TO CIVIL)
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - BUILDING SECTIONS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.42
03/23/2026
1 SCALE: 3/32" = 1'-0"
NORTH COURTYARD SECTION
2 SCALE: 3/32" = 1'-0"
WEST SECTION
01 BRICK
BRICK VENEER
BASIS OF DESIGN: PACIFIC CLAY PRIMERO ( TUMBLED) BRICK
TEXTURE: VELOUR/ SMOOTH
COLOR: CUSTOM, TO RESEMBLE IMAGE ABOVE
BRICK BOND: ENGLISH
01.A
01.B
01.A
02.A
02.B
03 03
01.B
05 05
05 TYPICAL COLOR & MATERIAL BASIS OF DESIGN
STO CAST WOOD: HICKORY CHARCOAL METAL
(INTEGRATED COLOR)
SMOOTH PLASTER FINISH:
LA HABRA
COLOR: EL DORADO
AWNINGS: WESTERN STATES METAL ROOFING:
SILVER ZINC MATTE
BRICK VENEER: PACIFIC
CLAY, PRIMERO,
COLOR: CUSTOM TO MATCH
IMAGE
TEXTURE: VELOUR
STANDING SEAM METAL ROOFING:
DURA TECH 5000 ZINC FINISH
BRICK VENEER: PACIFIC
CLAY, PRIMERO,
COLOR: CUSTOM TO
MATCH IMAGE
TEXTURE: VELOUR
SMOOTH PLASTER FINISH:
LA HABRA
COLOR: OAT GRAIN
ALL EXTERIOR UTILITY DOORS: TRASH, MECH.,
ELECT., JAN. ETC
METAL PANEL DOOR, PAINTED SW7069 SHERWIN
WILLIAMS IRON ORE. MATTE FINISH
09 UTILITY DOORS 01.B
11 11
02 PLASTER
PLASTER FINISH, OFF-WHITE AND LIGHT TAUPE
BASIS OF DESIGN: LA HABRA STUCCO, EL DORADO & OAT GRAIN FINISH: SMOOTH
COLOR: INTEGRAL
02.A
02.B
03 SIDING
VERTICAL AND HORIZONTAL WOOD GRAIN SIDING, WARM TONE
FIBER CEMENT NON-COMBUSTIBLE MATERIAL
BASIS OF DESIGN: STO CAST WOOD
COLOR: "HICKORY"
JOINTS: STAGGERED
ALIGNMENT: HORIZONTAL AND VERTICAL PER ELEVATIONS
05 ROOFING
STANDING SEAM METAL, CHARCOAL COLOR
BASIS OF DESIGN: DURA TECH 5000, ZINC GRAY
06 UNIT AWNINGS & WINDOWS
METAL AWNINGS, COLOR TO MATCH PROJECT METAL: ZINC,
BASIS OF DESIGN: WESTERN STATES METAL ROOFING,
FINISH: SILVER ZINC MATTE
WINDOW FRAME: FIBERGLASS W/ALUMINUM COLOR FINISH
GLAZING: TO BE RECESSED 3" MIN. FROM ADJACENT WALL
07 UNIT BALCONIES
METAL BALCONIES, COLOR TO MATCH PROJECT METAL: ZINC,
BASIS OF DESIGN: WESTERN STATES METAL ROOFING, FINISH: SILVER ZINC MATTE 08 COMMERCIAL STOREFRONT & AWNINGS
STOREFRONT FRAME AND METAL AWNING COLOR: ANODIZED ALUMINUM FINISH, BASIS OF DESIGN:
WESTER STATES METAL ROOFING, FINISH: CHARCOAL GRAY ALUMINUM WOOD GRAIN SLAT BASIS OF DESIGN:
ALUMINUM SLATS WITH WOOD GRAIN FINISH, SPACED EVERY 4" O.C. DEPTH OF SLATS FLUSH WITH
SURROUNDING METAL FASCIA
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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BLDG E2 - COLOR & MATERIALS
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.51
03/23/2026
10 GARAGE RAILINGS & AWNINGS
STAIR RAILING: BASIS OF DESIGN, THICK PANEL TEMPERED
GLASS, INTERMEDIATE STEEL SUPPORTS AND STRINGERFINISH IN SILVER ZINC MATTE OPENING RAILING: SILVER ZINC MATTE
METAL AWNINGS: COLOR TO MATCH PROJECT METAL: ZINC,
BASIS OF DESIGN: WESTERN STATES METAL ROOFING,
FINISH: SILVER ZINC MATTE
11 WOOD-LOOK POSTS AND BEAMS
TO BE HEAVY TIMBER MEMBERS WITH COLOR STAIN TO MATCH STO WOOD "OAK" COLOR OR FAUX WOOD WRAP OVER STRUCTURAL STEEL COLUMNS AND BEAMS. FAUX WOOD WRAP TO MATCH STO WOOD "OAK" COLOR. USE OF HEAVY TIMBER TO BE REVIEWED AND APPROVED BY FIRE DEPARTMENT.
28' - 2"
18' - 2"
KITCHEN/
DINING
LIVING ROOM
BEDROOM
W/D
CLOSET
BATHROOM
MIN.
2' - 0"
PRIVATE
STORAGE
28' - 1"
22' - 10"
DINING
LIVING ROOM
BEDROOM
W/D
PRIVATE
STORAGE
BATHROOM
WORKSPACE
MIN. KITCHEN
2' - 0"
28' - 1"
36' - 1"
KITCHEN/
DINING LIVING ROOM
BEDROOM 2
W/D
PRIVATE
STORAGE
BATHROOM 2
BEDROOM 1
BATHROOM 1
ENTRY
2' - 0"
MIN.
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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TYPICAL UNIT PLANS. BLDG'S E2, E3.1, E3.2, E3.3
THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.52
03/23/2026
1 SCALE: 1/4" = 1'-0"
STUDIO
2 SCALE: 1/4" = 1'-0"
1-BEDROOM
3 SCALE: 1/4" = 1'-0"
2-BEDROOM
NOTE: TYPICAL UNIT PLANS OCCUR AT BUILDING: E2, E3.1, E3.2, E3.3 BUILDING E3.1 & E3.2 UNIT BREAKDOWN
LEVEL 2:
STUDIO: 4
1-BED: 5
2-BED: 1
LEVEL 3:
STUDIO: 4
1-BED: 5
2-BED: 1
LEVEL 4:
STUDIO: 2
1-BED: 5
2-BED: 1
TOTALS:
STUDIO: 10
1-BED: 15
2-BED: 3
28 TOTAL UNITS
SUBTERRANEAN PARKING: 77 TOTAL VEHICULAR STALLS
80 RESIDENTIAL BIKE PARKING SPACES
COMMON OPEN SPACE (ROOF DECK): 3,212 SF
PRIVATE OPEN SPACE TOTAL SQUARE FOOTAGE: 4,067 SF
• TOTAL # OF UNITS WITH A BALCONY (INCLUDES JULIET
BALCONIES): 58 (58/79 = 73%)
1. # OF UNITS (& PERCENTAGE) WITH FULL BALCONY:
16 (16/79 = 20%)
A. MIN SIZE: 80 SF
2. # OF UNITS (& PERCENTAGE) WITH JULIET
BALCONIES: 42 (42/79 = 53%)
A. MIN SIZE: 12 SF
PRIVATE STORAGE SPACE: 140 CU/FT PER UNIT
*NOTE: TYPE VA IS MINIMUM CONSTRUCTION TYPE REQUIRED
BASED ON CBC CHAPTER 5. PROJECT PROPOSES AN UPGRADE TO
TYPE IIIB AS A FIRE MITIGATION STRATEGY TO ALLOW FOR LARGER
PLANTERS ON ROOF DECK AND ALLOW FOR TREE CANOPIES WITHIN
FIVE FEET OF BUILDING PERIMETER
BUILDING E3.3 UNIT BREAKDOWN
LEVEL 2:
STUDIO: 6
1-BED: 2
2-BED: 3
LEVEL 3:
STUDIO: 6
1-BED: 2
2-BED: 3
LEVEL 4:
STUDIO: 3
1-BED: 0
2-BED: 3
TOTALS:
STUDIO: 15
1-BED: 4
2-BED: 9
28 TOTAL UNITS
BUILDING E3 OVERALL UNIT BREAKDOWN
TOTALS:
STUDIO: 35
1-BED: 25
2-BED: 19
79 TOTAL UNITS
BUILDING E3.2 UNIT BREAKDOWN
LEVEL 2:
STUDIO: 4
1-BED: 2
2-BED: 3
LEVEL 3:
STUDIO: 4
1-BED: 2
2-BED: 3
LEVEL 4:
STUDIO: 2
1-BED: 2
2-BED: 1
TOTALS:
STUDIO: 10
1-BED: 6
2-BED: 7
23 TOTAL UNITS
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3 BUILDING INFORMATION & PERSPECTIVES
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.01
03/23/2026
AREA NAME GROSS AREA
(E3.1) LEVEL 1 (RETAIL)
CIRCULATION 1153 SF
COMMERCIAL 11287 SF
ELEVATOR 201 SF
STAIR 525 SF
UTILITY / SERVICE 2197 SF
15363 SF
(E3.1) LEVEL 2 (RES)
CIRCULATION 1915 SF
RESIDENTIAL 15726 SF
UTILITY / SERVICE 195 SF
17836 SF
(E3.1) LEVEL 3 (RES)
CIRCULATION 2182 SF
RESIDENTIAL 15348 SF
UTILITY / SERVICE 195 SF
17725 SF
(E3.1) LEVEL 4 (RES)
CIRCULATION 2253 SF
COMMON DECK - FOR RESIDENTIAL USE 1119 SF
RESIDENTIAL 10233 SF
RESIDENTIAL AMENITY 1523 SF
RESIDENTIAL BALCONY 2402 SF
UTILITY / SERVICE 195 SF
17725 SF
TOTAL GROSS AREA 68649 SF
NET AREA - E3.1 & E3.2 GROSS AREA - E3.1 & E3.2
AREA NAME NET AREA
(E3.1) LEVEL 1 (RETAIL)
CIRCULATION 974 SF
COMMERCIAL 10607 SF
ELEVATOR 74 SF
STAIR 514 SF
UTILITY / SERVICE 1964 SF
14133 SF
(E3.1) LEVEL 2 (RES)
CIRCULATION 1789 SF
RESIDENTIAL 14119 SF
UTILITY / SERVICE 104 SF
16012 SF
(E3.1) LEVEL 3 (RES)
CIRCULATION 1789 SF
RESIDENTIAL 14039 SF
UTILITY / SERVICE 104 SF
15932 SF
(E3.1) LEVEL 4 (RES)
CIRCULATION 1789 SF
COMMON DECK - FOR RESIDENTIAL USE 969 SF
RESIDENTIAL 9540 SF
RESIDENTIAL AMENITY 1402 SF
RESIDENTIAL BALCONY 1965 SF
UTILITY / SERVICE 104 SF
15770 SF
TOTAL NET AREA 61847 SF
MIXED USE - BUILDING E3
A.E3.01 BLDG E3 BUILDING INFORMATION & PERSPECTIVES
A.E3.02 BLDG E3 - BUILDING PERSPECTIVES
A.E3.10 BLDG E3.1 & E3.2 - SITE PLAN
A.E3.11 BLDG E3.3 - SITE PLAN
A.E3.12 BLDG E3 FIRE ACCESS EXHIBIT
A.E3.20 BLDG E3 - OVERALL SUBTERRANEAN LEVEL
A.E3.21 BLDG E3.1 & E3.2 - LEVEL 1 - FLOOR PLAN
A.E3.22 BLDG E3.1 & E3.2 - LEVEL 2 - FLOOR PLAN
A.E3.23 BLDG E3.1 & E3.2 - LEVEL 3 - FLOOR PLAN
A.E3.24 BLDG E3.1 & E3.2 - LEVEL 4 - FLOOR PLAN
A.E3.25 BLDG E3.1 & E3.2 - ROOF PLAN
A.E3.26 BLDG E3.3 - LEVEL 1 & 2 - FLOOR PLAN
A.E3.27 BLDG E3.3 - LEVEL 3 & 4 - FLOOR PLAN
A.E3.28 BLDG E3.3 - ROOF PLAN
A.E3.31 BLDG E3.1 - ELEVATIONS
A.E3.32 BLDG E3.1 - ELEVATIONS
A.E3.33 BLDG E3.1 - ALLY ELEVATIONS
A.E3.34 BLDG E3.3 - ELEVATIONS
A.E3.35 BLDG E3.3 - ELEVATIONS
A.E3.41 BLDG E3.1 - SECTIONS
A.E3.42 BLDG E3.3 - SECTIONS
A.E3.51 BLDG E3.1 - COLOR & MATERIALS
A.E3.52 BLDG E3.3 - COLOR & MATERIALS
BLDG. INFO. - E3
NUMBER OF STORIES:
MAX. HEIGHT ALLOWED:(PER 2022 CBC TABLE 504.3)
CONSTRUCTION TYPE:
MAX. HEIGHT PROPOSED:
BUILDING INFORMATION:
OCCUPANCY GROUP:
SPRINKLERED:
HIGH FIRE ZONE: Yes
+/- 62FT
70FT
NFPA 13
*IIIB OVER IA
B / R-2 / S-2
4 PARKING - E3 UNIT COUNT - E3.1
OPEN SPACE - E3
PRIVATE STORAGE - E3
AREA NAME GROSS AREA
PARKING + UTILITIES 48678 SF
COMMERCIAL 18833 SF
RESIDENTIAL 62909 SF
RESIDENTIAL AMENITY 2540 SF
CIRCULATION 11143 SF
STAIR 1093 SF
ELEVATOR 323 SF
UTILITY / SERVICE 4292 SF
RESIDENTIAL BALCONY 4067 SF
COMMON DECK - FOR RESIDENTIAL USE 3212 SF
TOTAL GROSS AREA 157093 SF
GROSS AREA - E3 - TOTAL
E3 AREA BREAKDOWN
E3 PROJECT DATA
SHEET INDEX - E3
AREA NAME GROSS AREA
(E3.3) LEVEL 1 (RETAIL)
CIRCULATION 1041 SF
COMMERCIAL 7546 SF
ELEVATOR 122 SF
STAIR 568 SF
UTILITY / SERVICE 1313 SF
10590 SF
(E3.3) LEVEL 2 (RES)
CIRCULATION 943 SF
RESIDENTIAL 8329 SF
RESIDENTIAL BALCONY 390 SF
UTILITY / SERVICE 66 SF
9729 SF
(E3.3) LEVEL 3
CIRCULATION 943 SF
RESIDENTIAL 8325 SF
RESIDENTIAL BALCONY 390 SF
UTILITY / SERVICE 66 SF
9725 SF
(E3.3) LEVEL 4
CIRCULATION 713 SF
COMMON DECK - FOR RESIDENTIAL USE 2093 SF
RESIDENTIAL 4948 SF
RESIDENTIAL AMENITY 1018 SF
RESIDENTIAL BALCONY 884 SF
UTILITY / SERVICE 66 SF
9722 SF
TOTAL GROSS AREA 39765 SF
AREA NAME NET AREA
(E3.3) LEVEL 1 (RETAIL)
CIRCULATION 207 SF
COMMERCIAL 6821 SF
ELEVATOR 103 SF
STAIR 490 SF
UTILITY / SERVICE 1169 SF
8790 SF
(E3.3) LEVEL 2 (RES)
CIRCULATION 853 SF
RESIDENTIAL 7858 SF
RESIDENTIAL BALCONY 266 SF
UTILITY / SERVICE 36 SF
9013 SF
(E3.3) LEVEL 3
CIRCULATION 853 SF
RESIDENTIAL 7858 SF
RESIDENTIAL BALCONY 266 SF
UTILITY / SERVICE 36 SF
9013 SF
(E3.3) LEVEL 4
CIRCULATION 645 SF
COMMON DECK - FOR RESIDENTIAL USE 1933 SF
RESIDENTIAL 4588 SF
RESIDENTIAL AMENITY 941 SF
RESIDENTIAL BALCONY 725 SF
UTILITY / SERVICE 36 SF
8868 SF
TOTAL NET AREA 35685 SF
NET AREA - E3.3 GROSS AREA - E3.3
UNIT COUNT - E3.3
AREA NAME GROSS AREA
PARKING + UTILITIES 48678 SF
AREA NAME NET AREA
PARKING + UTILITIES 47154 SF
NET AREA - SUB. PARKING GROSS AREA - SUB. PARKING
UNIT COUNT - E3 - TOTAL
1 E3 - COVER REVISION
UNIT COUNT - E3.2
1 SOUTH PERSPECTIVE - E3.1 + E3.2
5 SE CORNER PERSPECTIVE - E3.1 + E3.2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3 - BUILDING PERSPECTIVES
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.02
03/23/2026
2 SOUTH PERSPECTIVE - E3.3
3 NE PERSPECTIVE - E3.3
6 SE PERSPECTIVE - E3.3
MIXED USE - BUILDING E3 4 NE CORNER PERSPECTIVE - E3.1 + E3.2 STOP
STOP
MIXED-USE
BUILDING E3.1
MAIN ST. PARKING
GARAGE
ENTRANCE
DALLAS
DRIVE
THOUSAND OAKS BLVD.
CONNECTION
BRIDGE
ABOVE
MIXED-USE
BUILDING E3.2
22' - 11"
FIRE ACCESS
16' - 6"
6' - 7"
18' - 9"
LEVEL 4 BLDG OUTLINE
LEVEL 4 BLDG OUTLINE
LEVEL 4 BLDG OUTLINE
LEVEL 4 BLDG OUTLINE
7' - 0"
11' - 0"
6' - 8"
9' - 8 1/2"
6' - 9 1/2"
9' - 10"
9' - 3 1/2"
6' - 6"
5' - 9 1/2"
TRANSFORMER
SITE PLAN LEGEND
ACCESSIBLE PATH OF TRAVEL
(SHALL BE 48" MIN. CBC 11B-403.5)
PARCEL LINE
FIRE LANE
PROJECT BOUNDARY
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.1 & E3.2 - SITE PLAN
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.10
03/23/2026
1 SCALE: 1" = 10'-0"
SITE PLAN
0' 4' 16'8'
STOP STOPSTOP STOP
SITE PLAN LEGEND
ACCESSIBLE PATH OF TRAVEL
(SHALL BE 48" MIN. CBC 11B-403.5)
PARCEL LINE
FIRE LANE
PROJECT BOUNDARY
DALLAS
DRIVE
MIXED-USE
BUILDING E3.3
FIRE ACCESS
44' - 9 1/2" 7' - 4"
25' - 9"
17' - 8 1/2"
10' - 2 1/2"
6' - 11 1/2"
7' - 6"
6' - 9"
5' - 6 1/2"
9' - 1 1/2"
BUS STOP
27' - 4 1/2"
34' - 1"
39' - 8 1/2"
21' - 5 1/2"
52' - 1 1/2"
TRANSFORMER
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.3 - SITE PLAN
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.11
03/23/2026
1 SCALE: 1" = 10'-0"
SITE PLAN
0' 4' 16'8'
STOP
STOP
STOP STOP
MIXED-USE
BUILDING E3.1
MAIN ST.
PARKING
GARAGE
ENTRANCE
DALLAS DRIVE
THOUSAND OAKS BLVD.
CONNECTION BRIDGE
ABOVE
MIXED-USE
BUILDING E3.2
MIXED-USE
BUILDING E3.3
FIRE ACCESS
22' - 3 1/2"
FIRE ACCESS
FIRE ACCESS
24' - 0"
28' - 0"
c
A.E3.12
a
A.E3.12
b
A.E3.12
33' - 1" 40' - 2"
41' - 0 1/2" 40' - 2"
(E3.3) LEVEL 2 (RES)
837' - 0"
(E3.3) LEVEL 3
848' - 0"
(E3.3) LEVEL 4
859' - 0"
(E3.3) LEVEL 1 (RETAIL)
819' - 0"
(E3.3) PARKING LEVEL
800' - 0"
CL OF TRAFFIC
+/- 40' - 2" +/- 41' - 0 1/2" +/- 24' - 9" +/- 56' - 3 1/2" 45.00° 63' - 11" 4' - 1 1/2"
(E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) PARKING LEVEL
804' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
(E3.1) ROOF
878' - 0"
CL OF TRAFFIC
+/- 40' - 2" +/- 33' - 1" +/- 35' - 9" +/- 56' - 10" 48.55° 61' - 4" (E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) PARKING LEVEL
804' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
(E3.1) ROOF
878' - 0"
CL OF TRAFFIC
+/- 40' - 2" +/- 33' - 1" +/- 35' - 8" 45.73 +/- 52' - 5 1/2" ° 59' - 9 1/2" PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3 FIRE ACCESS EXHIBIT
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.12
03/23/2026
1 SCALE: 1" = 20'-0"
SITE PLAN - BUILDING E3
c SCALE: 1" = 20'-0"
FIRE ACCESS - E3.3
a SCALE: 1" = 20'-0"
FIRE ACCESS - E3.1
b SCALE: 1" = 20'-0"
FIRE ACCESS - E3.2
Aw
Aw
2w
16' - 0"
16' - 0" 16' - 0"
1w
Be
Be
2e
ELECT.
PRIVATE STORAGE
(APPROX 20SF, 140CF
PER UNIT
15.0% 7.5%
EL. EQ.
ELEVATOR
BATTERY
BATTERY
MAINT.
1e
BIKE RACKS
BIKE RACKS
25' - 0"
25' - 0"
1 30
31 77
52 74
LEGEND
CIRCULATION
PARKING
UTILITY
STAIR
ELEV
ELEV
EQUIP.
UTILITY
BUILDING E3.1 ABOVE
BUILDING E3.2 ABOVE c
A.E3.12
a
A.E3.12
b
A.E3.12
16' - 0"
EL.
EQUIP. UTILITY
TR
F. F.
T.
T.T. R.
R.
F. F.F.
STAIR
ELEV.
RES. TRASH
RES. TRASH
RES. TRASH
R.
EV CHARGING CHARGING FOR
BIKE RACKS ALONG WALL
7' - 0"
3' - 4"
BULKY ITEM
DROP OFF
4' - 6" TYP.
4' - 6" TYP.
3' - 4" TYP.
5' - 10 1/2" TYP.
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
2' MIN.
TYP.
34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6" 34' - 6"
29' - 2"
34' - 6" 69' - 0" 34' - 6" 34' - 6" 34' - 6"
29' - 2"
93' - 9"
113' - 3"
PARKING
ENTRY &
EXIT
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9'
-
0"
9' - 0" 9' - 0" 9' - 0"
477' - 2"
16' - 2" 90' - 10 3/4"
SHARED RESIDENTIAL PARKING -
TO BE UTILIZED FOR MOVE-INS
2'
-
8"
MIN
. TYP
.
2'
-
8" MIN.
TYP.
2'
-
8" MIN.
TYP.
18' - 0" TYP.
18' - 0" TYP.
18' - 0" TYP.
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3 - OVERALL SUBTERRANEAN LEVEL
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.20
03/23/2026
1 SCALE: 1/16" = 1'-0"
BLDG E3.1, E3.2, & E3.3 -
SUBTERRANEAN PARKING LEVEL
0' 4' 16'8'
STOP
Aw
Aw
2w 2w
Bw
Bw
1w 1w
RAMP
15.0%
15.0%
COMMERCIAL
2 A.E3.31
1 A.E3.31
1 A.E3.41
1 A.E3.41
1 A.E3.32
2 A.E3.41
2 A.E3.41
2 ELEV A.E3.32
MEP / UTILITY
LOBBY
STAIR 2
+/- 255' - 11"
+/- 90' - 10 3/4"
AWNING ABOVE, TYP.
PROPERTY LINE
A.E3.33
MEP / UTILITY
COMMERCIAL TRASH
COMMERCIAL
COMMERCIAL
LEGEND
CIRCULATION
COMMERCIAL
PARKING
UTILITY
MAIL
MAIL
8.3% 3.3%
a
A.E3.12
b
A.E3.12
MEP / UTILITY
LOBBY
UTILITY
MEP / UTILITY
COMMERCIAL TRASH
TRASH CHUTE
STAIR 1
ELEV.
TRASH CHUTE
T.
T.
T.
R.
R.
F.
F.
R.
F.
F.
F.
F.
F.
F.
8' - 1"
4' - 3"
3' - 6"
4' - 1 1/2"
4' - 2 1/2"
3' - 7"
4' - 4 1/2"
4' - 3"
4' - 0"
3' - 7 1/2"
4' - 6"
4' - 6 1/2"
3' - 6"
4' - 0"
7' - 9"
3' - 6"
4' - 3"
4' - 3"
3' - 6 1/2"
4' - 6"
4' - 1 1/2"
3' - 7"
6' - 0"
3' - 6"
4' - 6"4' - 6"
4' - 4"
4' - 0"
3' - 6"
5' - 4"
PROPOSED FUTURE SERVICE HALL
(APPOX 103' FROM SERVICE EXIT TO
WASTE. 103'<250' MAX)
71' - 9"
26' - 6"
6' - 10"
PROPOSED FUTURE SERVICE HALL
(APPOX 84' FROM SERVICE EXIT TO
WASTE. 84'<250' MAX)
46' - 11"
12' - 1"
25' - 9 1/2" 45' - 10"
PROPOSED FUTURE SERVICE HALL
(APPOX 46' FROM SERVICE EXIT TO
WASTE. 46'<250' MAX)
BLDG E3.1 BLDG E3.2
3' - 6"
3' - 0"
8' - 8"
17' - 3"
2' - 6"
17' - 2"
2 SCALE: 1/8" = 1'-0"
LEVEL 1 FLOOR PLAN
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
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ENTITLEMENT SET - SUBMITTAL 4
DOWNTOWN THOUSAND OAKS PROJECT
BLDG E3.1 & E3.2 - LEVEL 1 - FLOOR PLAN
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.21
03/23/2026
0' 4' 16'8'
STOP
Aw
Aw
2w 2w
Bw
Bw
1w 1w
2 A.E3.31
1 A.E3.31
1 A.E3.32
2 A.E3.41
2 A.E3.41
2 A.E3.32
1-BED 1-BED 1-BED
STUDIO
STUDIO 2-BED
STUDIO
1-BED
STUDIO
1-BED
CORRIDOR
2-BED STUDIO STUDIO
1-BED STUDIO 1-BED
TRASH RM.
ELEVATOR
2-BED
STUDIO
STAIR 2
+/- 255' - 11"
90' - 10 3/4"
A.E3.33
2-BED
LEGEND
STUDIO
1 BD
2 BD
CIRCULATION
UTILITY
a
A.E3.12
b
A.E3.12
TRASH RM.
ELEVATOR
STAIR 1
29' - 6"
69' - 7 1/2" 26' - 6 1/2"
84' FROM UNIT TO WASTE 89' - 8"
47' FROM UNIT TO WASTE
T R
T
R
2' - 8"
2' - 8"
7' - 10"
7' - 10"
1' - 2"
14' - 6 1/2"
1' - 11"
10' - 2"
1 SCALE: 1/8" = 1'-0"
LEVEL 2 FLOOR PLAN
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
DOWNTOWN THOUSAND OAKS PROJECT
BLDG E3.1 & E3.2 - LEVEL 2 - FLOOR PLAN
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.22
03/23/2026
0' 4' 16'8'
STOP
Aw
Aw
2w 2w
Bw
Bw
1w 1w
2 A.E3.31
1 A.E3.31
1 A.E3.41
1 A.E3.41
1 A.E3.32
2 A.E3.41
2 A.E3.41
2 A.E3.32
1-BED
1-BED
STUDIO
STUDIO
STUDIO
1-BED 1-BED
2-BED
1-BED STUDIO
1-BED
STUDIO
2-BED
2-BEDSTUDIO2-BED
CORRIDOR
STUDIO
STAIR 1
STAIR 2
TRASH ELEVATOR
1-BED
STUDIO
255' - 11"
+/- 89' - 3"
A.E3.33
LEGEND
STUDIO
1 BD
2 BD
CIRCULATION
UTILITY
a
A.E3.12
b
A.E3.12
ELEVATOR
TRASH
29' - 6"
26' - 6 1/2"
89' - 8"
69' - 7 1/2"
84' FROM UNIT TO WASTE 47' FROM UNIT TO WASTE
T R
T
R
1' - 8"14' - 6 1/2"
1' - 8"
7' - 10"
2' - 8"
7' - 10"
10' - 2"
10' - 2"
1' - 11"
7' - 10"
2' - 9"
1 SCALE: 1/8" = 1'-0"
LEVEL 3 FLOOR PLAN
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
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ENTITLEMENT SET - SUBMITTAL 4
DOWNTOWN THOUSAND OAKS PROJECT
BLDG E3.1 & E3.2 - LEVEL 3 - FLOOR PLAN
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.23
03/23/2026
0' 4' 16'8'
STOP
Aw
Aw
2w 2w
Bw
Bw
1w 1w 2
A.E3.31
1 A.E3.31
1 A.E3.41
1 A.E3.41
1 A.E3.32
2 A.E3.41 2
A.E3.41
2 A.E3.32
2-BED STUDIO 1-BED
1-BED
1-BED
1-BED
STUDIO
1-BED
1-BED
2-BED
CORRIDOR
COMMUNITY ROOM
CORRIDOR
COMMUNITY ROOM
ELEVATORTRASH
STAIR 2
1-BED
STUDIO
ELEVATOR
STAIR 1
STUDIO
90' - 10 3/4"
255' - 11"
A.E3.33
LEGEND
STUDIO
1 BD
2 BD
AMENITY
CIRCULATION
UTILITY
OUTDOOR
TERRACE
ROOF OUTLINE ABOVE
a
A.E3.12
b
A.E3.12
COMMON OUTDOOR
SPACE
PRIVATE OUTDOOR
SPACE
PRIVATE OUTDOOR
SPACE
ROOF HATCH
TRASH
ROOF OUTLINE ABOVE
OUTDOOR CORRIDOR
ROOF
HATCH
29' - 6"
43' - 0"
90' - 4"
53' - 0 1/2"21' - 4"
8' - 6"
74' FROM UNIT TO WASTE 47' FROM UNIT TO WASTE
PRIVATE OUTDOOR
SPACE
PRIVATE OUTDOOR
SPACE
PRIVATE OUTDOOR
SPACE
PRIVATE OUTDOOR
SPACE
13' - 9 3/4"
21' - 2 1/2"
23' - 9 1/4"
5' - 7 1/2"
28' - 8 1/2"
5' - 10 1/2"
36' - 8 3/4"
5' - 2 1/2"
29' - 0 1/4" 29' - 10 1/4"
8' - 1 1/2"
20' - 0"
4' - 6"
13' - 2 3/4"
3' - 2"
8' - 7"
5' - 4 3/4"
8' - 4"
27' - 4 1/2"
37' - 7 1/2"
5' - 1 1/2"
28' - 2"
T
R
TR
1 SCALE: 1/8" = 1'-0"
LEVEL 4 FLOOR PLAN
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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ENTITLEMENT SET - SUBMITTAL 4
DOWNTOWN THOUSAND OAKS PROJECT
BLDG E3.1 & E3.2 - LEVEL 4 - FLOOR PLAN
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.24
03/23/2026
0' 4' 16'8'
Aw
Aw
2w 2w
Bw
Bw
1w 1w 2
A.E3.31
1 A.E3.31
1 A.E3.41
1 A.E3.41
1 A.E3.32
2 A.E3.41 2
A.E3.41
2 A.E3.32
A.E3.33
3/4" / 1'-0" 3/4" / 1'-0"
2 1/2" / 1'-0"
3/4" / 1'-0"
3/4" / 1'-0"
3/4" / 1'-0"
3/4" / 1'-0"
3/4" / 1'-0"
2 1/2" / 1'-0"
3/4" / 1'-0"
2 1/2" / 1'-0"
3/4" / 1'-0" 3/4" / 1'-0"
2 1/2" / 1'-0"
a
A.E3.12
b
A.E3.12
PROPOSED
MECHANICAL WELL.
MECHANICAL
EQUIPMENT
LOCATION AND
SIZING SUBJECT TO
CHANGE
MECH PLATFORM.
TYP.
PROPOSED
MECHANICAL WELL.
MECHANICAL
EQUIPMENT
LOCATION AND
SIZING SUBJECT TO
CHANGE
113' - 10"
88' - 2 1/2"
81' - 11"
103' - 1 1/2"
1' - 1 1/2" EAVE, TYP.
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
3' - 3" OVERHANG
1' - 3" OVERHANG
1' - 4" OVERHANG
2' - 9 1/2" OVERHANG
5' - 0 1/2" OVERHANG
NOTE: ROOF
OVERHANGS ARE
APPROXIMATE,
SUBJECT TO CHANGE
BY +/-1" TO 4".
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.1 & E3.2 - ROOF PLAN
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.25
03/23/2026
0' 4' 16'8'
1 SCALE: 1/8" = 1'-0"
ROOF PLAN
Ae
Ae
Be
Be
2e 2e
1e 1e 2
A.E3.42 2
A.E3.42
ELEVATOR
LOBBY
COMMERCIAL TRASH
STAIR 2
1 A.E3.34 2
A.E3.34
1 A.E3.42
1 A.E3.42
1 A.E3.35
2 A.E3.35
LEGEND
CIRCULATION
COMMERCIAL
UTILITY
STAIR 1
MEP / UTILITY
MEP / UTILITY
COMMERCIAL
COMMERCIAL
MAIL
80' - 7"
148' - 3"
c
A.E3.12
AWNING ABOVE, TYP.
T.
T.
R. R.
F.
F.
F.
F.
F.
11' - 6"
3' - 6"
17'
-
0 1/2"
4' - 6 1/2"
6' - 10"
1' - 6"
5' - 4"
CIRCULATION
BAR SEATING
12' - 4"
5' - 9"
2' - 5"
4' - 0"
6' - 3"
38' - 8"
5' - 8"
5' - 9"
18' - 1"
6' - 6"
5' - 5"
5' - 0"
4' - 7"
Ae
Ae
Be
Be
2e 2e
1e 1e 2
A.E3.42 2
A.E3.42
1-BED
STUDIO 2-BED
STUDIO
STUDIO
STUDIO
STAIR 2
ELEVATOR
1 A.E3.34 2
A.E3.34
1 A.E3.42
1 A.E3.42
1 A.E3.35
2 A.E3.35
LEGEND
STUDIO
1 BD
2 BD
CIRCULATION
UTILITY
1-BED
STUDIO
2-BED
STUDIO
2-BED STAIR 1
80' - 7"
148' - 3"
c
A.E3.12
TRASH
5' - 0"
6' - 6 1/2"
2' - 4 1/2"
84' - 2 1/2"
11' - 4 1/2"
TR
1 SCALE: 1/8" = 1'-0"
LEVEL 1 FLOOR PLAN (COM.)
2 SCALE: 1/8" = 1'-0"
LEVEL 2 (RESIDENTIAL)
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.3 - LEVEL 1 & 2 - FLOOR PLAN
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.26
03/23/2026
0' 4' 16'8'
0' 4' 16'8'
Ae
Ae
Be
Be
2e 2e
1e 1e 2
A.E3.42 2
A.E3.42
1 A.E3.34 2
A.E3.34
1 A.E3.42
1 A.E3.42
1 A.E3.35
2 A.E3.35
LEGEND
STUDIO
1 BD
2 BD
CIRCULATION
UTILITY
1-BED
STUDIO 2-BED
STUDIO
STUDIO
STUDIO
STAIR 2
ELEVATOR 1-BED
STUDIO2-BED
STUDIO
2-BED
STAIR 1
TRASH
80' - 7"
148' - 3"
c
A.E3.12
ROOF HATCH
84' - 2 1/2"
11' - 4 1/2"
19' - 0 1/2"
TR
4' - 8"
3' - 8"
4' - 6"
4'
-
8"
4' - 2"
4' - 0"
Ae
Ae
Be
Be
2e 2e
1e 1e 2
A.E3.42 2
A.E3.42
1 A.E3.34 2
A.E3.34
1 A.E3.42
1 A.E3.42
1 A.E3.35
2 A.E3.35
LEGEND
STUDIO
2 BD
AMENITY
CIRCULATION
UTILITY
OUTDOOR
TERRACE
STUDIO
COMMUNITY RM
COMMON OUTDOOR
TERRACE
STUDIO
2-BED
STAIR 2
ELEVATOR
STUDIO 2-BED
2-BED
Room
TRASH
80' - 7"
148' - 3"
ROOF OUTLINE ABOVE
c
A.E3.12
PRIVATE OUTDOOR
SPACE
PRIVATE OUTDOOR
SPACE
73' - 4"
11' - 4 1/2"
10' - 4 1/2"
8' - 10 1/2"
16' - 8 1/2"
21' - 5 1/2"
6' - 2"
36' - 11"
6' - 5"
5' - 9"
34' - 1"
26' - 5"
TR
3' - 8"
4' - 8"
6' - 0"
1 SCALE: 1/8" = 1'-0"
LEVEL 3 FLOOR PLAN
2 SCALE: 1/8" = 1'-0"
LEVEL 4 FLOOR PLAN
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/Mixed Use Bldg B1_2025.rvt 3/25/2026 5:21:36 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.3 - LEVEL 3 & 4 - FLOOR PLAN
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.27
03/23/2026
0' 4' 16'8'
0' 4' 16'8'
Ae
Ae
Be
Be
2e 2e
1e 1e 2
A.E3.42 2
A.E3.42
1 A.E3.34 2
A.E3.34
1 A.E3.42
1 A.E3.42
1 A.E3.35
2 A.E3.35
8.3%
8.3%
8.3%
8.3%
c
A.E3.12
PROPOSED
MECHANICAL
WELL.
MECHANICAL
EQUIPMENT
LOCATION
AND SIZING
SUBJECT TO
CHANGE
MECH
PLATFORM.
TYP.
133' - 3"
75' - 9 1/2"
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
7' - 6" EAVE
4' - 0" OVERHANG
5' - 0" OVERHANG
1' - 9 1/2" EAVE
1' - 8" OVERHANG
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
PROPOSED SOLAR PANEL
LOCATION(S), TYP. PV
AREA SUBJECT TO
CHANGE PENDING T24
REPORT AS PART OF
BUILDING AND SAFETY
SUBMITTAL
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.3 - ROOF PLAN
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.28
03/23/2026
0' 4' 16'8'
1 SCALE: 1/8" = 1'-0"
ROOF PLAN
(E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
2 A.E3.41
(E3.1) ROOF
878' - 0"
17' - 0" 11' - 0" 11' - 0" 23' - 0"
62' - 0"
a
A.E3.12
b
A.E3.12
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 61' - 0" FROM PROJECT DATUM
TOTAL LINEAR FEET OF STOREFRONT BAYS = 111'-0"
PERCENTAGE OF BUILDING FACADE WITH STOREFRONT BAYS = 111'-0" / 217'-6" = 51% > 50% 413SF GLAZING/
1,180SF WALL
= 35% OPENINGS
24SF 64SF 64SF 64SF 62SF 24SF 47SF 64SF
(E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
(E3.1) ROOF
878' - 0"
23' - 0" 11' - 0" 11' - 0" 17' - 0"
62' - 0"
a
A.E3.12
b
A.E3.12
8' - 5"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 61' - 0" FROM PROJECT DATUM
TOTAL LINEAR FEET OF STOREFRONT BAYS = 119'-3.5"
PERCENTAGE OF BUILDING FACADE WITH STOREFRONT BAYS = 119'-3.5" / 205'-5.5" = 58% > 50%
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.1 - ELEVATIONS
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.31
03/23/2026
1 SCALE: 1/8" = 1'-0"
E3.1 - T.O. BLDV - NORTH
2 SCALE: 1/8" = 1'-0"
E3.1 - MAIN ST. - SOUTH
0' 4' 16'8'
0' 4' 16'8'
(E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
1 A.E3.41
(E3.1) ROOF
878' - 0"
23' - 0"11' - 0"11' - 0"17' - 0"
62' - 0"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 61' - 0" FROM PROJECT DATUM
(E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
1 A.E3.41
(E3.1) ROOF
878' - 0"
23' - 0" 11' - 0" 11' - 0" 17' - 0"
62' - 0"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 61' - 0" FROM PROJECT DATUM
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/Mixed Use Bldg B1_2025.rvt 3/25/2026 5:21:42 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.1 - ELEVATIONS
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.32
03/23/2026
0' 4' 16'8'
0' 4' 16'8'
1 SCALE: 1/8" = 1'-0"
E3.1 - WEST ELEVATION
2 SCALE: 1/8" = 1'-0"
E3.1 - EAST ELEVATION
(E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
1 A.E3.41
(E3.1) ROOF
878' - 0"
23' - 0" 11' - 0" 11' - 0" 17' - 0"
SECTION CUT
THROUGH BRIDGE
(E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
1 A.E3.41
(E3.1) ROOF
878' - 0"
23' - 0" 11' - 0" 11' - 0" 17' - 0"
SECTION CUT
THROUGH BRIDGE
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
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ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.1 - ALLEY ELEVATIONS
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.33
03/23/2026
A.E3.21 A.E3.33 1 E3.1 ALLEY ELEVATION
A.E3.21 A.E3.33 2 E3.2 ALLEY ELEVATION
(E3.3) LEVEL 2 (RES)
837' - 0"
(E3.3) LEVEL 3
848' - 0"
(E3.3) LEVEL 4
859' - 0"
2 A.E3.42
(E3.3) LEVEL 1 (RETAIL)
819' - 0"
18' - 0" 11' - 0" 11' - 0" 21' - 9"
(E3.3) ROOF
880' - 9"
61' - 9"
c
A.E3.12
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 63' - 9" FROM PROJECT DATUM
TOTAL LINEAR FEET OF STOREFRONT BAYS = 107' - 5"
PERCENTAGE OF BUILDING FACADE WITH STOREFRONT BAYS = 107' - 5" / 148' - 3" = 72% > 50% 535SF GLAZING/
1,630SF WALL
= 33% OPENINGS
70SF16SF70SF64SF16SF16SF64SF74SF74SF16SF55SF
(E3.3) LEVEL 2 (RES)
837' - 0"
(E3.3) LEVEL 3
848' - 0"
(E3.3) LEVEL 4
859' - 0"
2 A.E3.42
(E3.3) LEVEL 1 (RETAIL)
819' - 0"
21' - 9" 11' - 0" 11' - 0" 18' - 0"
(E3.3) ROOF
880' - 9"
61' - 9"
c
A.E3.12
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 63' - 9" FROM PROJECT DATUM
TOTAL LINEAR FEET OF STOREFRONT BAYS = 78' - 5"
PERCENTAGE OF BUILDING FACADE WITH STOREFRONT BAYS = 78' - 5" / 106' - 9" = 73% > 50%
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/Mixed Use Bldg B1_2025.rvt 3/25/2026 5:21:46 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.3 - ELEVATIONS
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.34
03/23/2026
1 SCALE: 1/8" = 1'-0"
T.O. BLDV - NORTH
2 SCALE: 1/8" = 1'-0"
MAIN ST. - SOUTH
0' 4' 16'8'
0' 4' 16'8'
(E3.3) LEVEL 2 (RES)
837' - 0"
(E3.3) LEVEL 3
848' - 0"
(E3.3) LEVEL 4
859' - 0"
(E3.3) LEVEL 1 (RETAIL)
819' - 0"
1 A.E3.42
(E3.3) ROOF
880' - 9"
21' - 9" 11' - 0" 11' - 0" 18' - 0"
61' - 9"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 63' - 9" FROM PROJECT DATUM
(E3.3) LEVEL 2 (RES)
837' - 0"
(E3.3) LEVEL 3
848' - 0"
(E3.3) LEVEL 4
859' - 0"
(E3.3) LEVEL 1 (RETAIL)
819' - 0"
1 A.E3.42
(E3.3) ROOF
880' - 9"
21' - 9" 11' - 0" 11' - 0" 18' - 0"
61' - 9"
PROJECT DATUM: INTERSECTION OF DALLAS DRIVE AND THOUSAND OAKS BLVD (817'.00) 63' - 9" FROM PROJECT DATUM
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/Mixed Use Bldg B1_2025.rvt 3/25/2026 5:21:48 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.3 - ELEVATIONS
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.35
03/23/2026
0' 4' 16'8'
0' 4' 16'8'
1 SCALE: 1/8" = 1'-0"
WEST ELEVATION
2 SCALE: 1/8" = 1'-0"
EAST ELEVATION
(E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) PARKING LEVEL
804' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
(E3.3) PARKING LEVEL
800' - 0"
(E3.1) ROOF
878' - 0"
4' - 0" 12' - 0" 17' - 0" 11' - 0" 11' - 0" 23' - 0"
62' - 0"
2-BED
2-BED
2-BED STUDIO
STUDIO
STUDIO STUDIO
STUDIO
STUDIO 2-BED
2-BED
COMMUNITY ROOM
COMMERCIALCOMMERCIAL
1-BED
1-BED
1-BED
1-BED
1-BED
1-BED 1-BED
1-BED
STUDIO
STUDIO
2-BED
STUDIO
(E3.1) LEVEL 1 (RETAIL)
816' - 0"
(E3.1) LEVEL 2 (RES)
833' - 0"
(E3.1) PARKING LEVEL
804' - 0"
(E3.1) LEVEL 3 (RES)
844' - 0"
(E3.1) LEVEL 4 (RES)
855' - 0"
(E3.3) PARKING LEVEL
800' - 0"
(E3.1) ROOF
878' - 0"
23' - 0" 11' - 0" 11' - 0" 17' - 0" 12' - 0" 4' - 0"
62' - 0"
1-BED
1-BED
1-BED
LOBBY
ELEVATOR
CORRIDOR
CORRIDOR
CORRIDOR STUDIO
STUDIO
STUDIO
MEP / UTILITY
TRASH ELEV
EQUIP.
+/- 816.0' AT
EXISTING GRADE
PROPOSED GRADE
(REFER TO CIVIL)
+/- 815.0' AT
EXISTING GRADE
PROPOSED GRADE
(REFER TO CIVIL)
EXISTING GRADE
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/Mixed Use Bldg B1_2025.rvt 3/25/2026 5:21:54 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.1 - SECTIONS
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.41
03/23/2026
1 SCALE: 1/8" = 1'-0"
E3.1 & E3.2 - SECTION 1
2 SCALE: 1/8" = 1'-0"
E3.2 - SECTION 2
0' 4' 16'8'
0' 4' 16'8'
(E3.1) PARKING LEVEL
804' - 0"
(E3.3) LEVEL 2 (RES)
837' - 0"
(E3.3) LEVEL 3
848' - 0"
(E3.3) LEVEL 4
859' - 0"
(E3.3) LEVEL 1 (RETAIL)
819' - 0"
(E3.3) PARKING LEVEL
800' - 0"
(E3.3) ROOF
880' - 9"
61' - 9"
21' - 9" 11' - 0" 11' - 0" 18' - 0" 15' - 0" 4' - 0"
2-BED
2-BED
2-BED
CORRIDOR
CORRIDOR
CORRIDORSTAIR 1 1-BED
1-BED
2-BED
STUDIO
STUDIO 1-BED
1-BED
COMMON OUTDOOR
COMMUNITY RM TERRACE
COMMERCIALCOMMERCIALMEP / UTILITY
TRASH RES. TRASH
PROPOSED GRADE (REFER TO CIVIL) PROPOSED GRADE (REFER TO CIVIL) (E3.1) PARKING LEVEL
804' - 0"
(E3.3) LEVEL 2 (RES)
837' - 0"
(E3.3) LEVEL 3
848' - 0"
(E3.3) LEVEL 4
859' - 0"
(E3.3) LEVEL 1 (RETAIL)
819' - 0"
(E3.3) PARKING LEVEL
800' - 0"
(E3.3) ROOF
880' - 9"
61' - 9"
21' - 9" 11' - 0" 11' - 0" 18' - 0" 15' - 0" 4' - 0"
STUDIO
STUDIO
STUDIO ELEVATOR
MEP / UTILITY
LOBBY
CORRIDOR
CORRIDOR
CORRIDOR
4' - 1 1/2"
EXISTING
G
RADE
+/- 822.0' AT
EXISTING GRADE
PROPOSED GRADE
(REFER TO CIVIL)
PROPOSED GRADE
(REFER TO CIVIL)
EXISTING GRADE
+/- 824.4' AT
EXISTING GRADE
E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
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CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/Mixed Use Bldg B1_2025.rvt 3/25/2026 5:21:59 PM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.3 - SECTIONS
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.42
03/23/2026
0' 4' 16'8'
0' 4' 16'8'
1 SCALE: 1/8" = 1'-0"
SECTION 1
2 SCALE: 1/8" = 1'-0"
SECTION 2
01 BRICK
DARK BROWN NEUTRAL AND WARM BRICK
BRICK VENEER
BASIS OF DESIGN: PACIFIC CLAY AMERICANA, FLAT, "CONCORD" TEXTURE: RE-ROLLED
BRICK BOND: RUNNING
02 PLASTER
FINISH: SMOOTH PLASTER,
COLOR: INTEGRAL OFF-WHITE LIGHT CONCRETE TONE
BASIS OF DESIGN: OMEGA, AROTIQUE: ITALIAN SLATE
03 VERTICAL SIDING
VERTICAL WOOD GRAIN SIDING, MID-TONE, NEUTRAL
FIBER CEMENT NON COMBUSTIBLE MATERIAL
BASIS OF DESIGN: STO CAST WOOD
COLOR: "WEATHERED WALNUT"
JOINTS: STAGGERED
ALIGNMENT: VERTICAL
05 ROOFING
STANDING SEAM METAL, CHARCOAL COLOR
BASIS OF DESIGN: DURA TECH 5000, ZINC GRAY
04 BOARD FORM CONCRETE
APPROX 8" H BOARDS, NATURAL CONCRETE COLOR
TEXTURE: WOOD GRAIN, TO RESEMBLE SAWN LUMBER
06 UNIT AWNINGS & WINDOWS
AWNINGS: ALUMINUM METAL AWNINGS, COLOR MATCH PROJECT METAL (MATTE CHARCOAL)
HANGING WOOD GRAIN SLAT: ALUMINUM 1X4 SLAT WITH WOOD GRAIN FINISH, SPACED EVERY 4" O.C.
WINDOW FRAME: FIBERGLASS WITH MATTE CHARCOAL FINISH
GLAZING: TO BE RECESSED 3" MIN. FROM ADJACENT WALL
07 JULIETTE BALCONIES
METAL ATTACHED TO DECKING. COLOR TO MATCH OTHER PROJECT METAL 08 RAILINGS AND GUARDS
WOOD TOP RAIL TO MATCH AWNING WOOD. METAL BALUSTER
09 GARAGE SCREENING
TYPE 1: MATTE BRONZE METAL PANEL FINISH WITH LASER "BRICK" PATTERN
CUTOUTS
TYPE 2: PERFORATED METAL PANEL PER BASIS OF DESIGN.
BASIS OF DESIGN: ZHANER IMAGE WALL WITH OAK TREE IMAGE
24-GUAGE STEEL METAL SCREENING
PANELS. (TO BE APPROVED BY CITY)
10 STOREFRONT, AWNING & TILE
STOREFRONT:
MINIMUM 3" RECESS FROM ADJACENT WALL. MATERIAL: METAL, FINISH:
MATTE CHARCOAL
AWNING:
TYPE 1: DARK BRONZE FRAME WITH HANGING WOOD TEXTURED SLATS TYPE 2: ALUMINUM FRAME WITH AGED COPPER FINISH, SLOPED
TILE:
DECORATIVE TILE TO BE APPROVED BY PLANNING FOR EACH TENANT SPACE 01 01
02 02
03 03
04 04
05 05
06 06
07 07
08 08
09 10
10 10
10 TYPICAL COLOR & MATERIAL BASIS OF DESIGN
STO CAST WOOD: WEATHERED WALNUT MATTE CHARCOAL
METAL (INTEGRATED
COLOR)
SMOOTH PLASTER
FINISH: OMEGA,
AROTIQUE: ITALIAN
SLATE
AWNINGS: WESTERN STATES METAL ROOFING:
BLACK COPPER MATTE FINISH
MATTE BLACK METAL (INTEGRATED COLOR)
BRICK VENEER: PACIFIC
CLAY AMERICANA,
FLAT, "CONCORD"
TEXTURE: RE-ROLLED
STANDING SEAM METAL ROOFING:
DURA TECH 5000 ZINC FINISH
ALL EXTERIOR UTILITY DOORS: TRASH, MECH., ELECT.,
JAN. ETC
METAL PANEL DOOR, PAINTED SW6990 SHERWIN
WILLIAMS CAVIAR. MATTE FINISH
09 GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
Autodesk Docs://2994-03 Thousand Oaks Downtown/Mixed Use Bldg B1_2025.rvt 4/1/2026 9:25:12 AM
ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.1 - COLOR & MATERIALS
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.51
03/23/2026
11 UTILITY DOORS
01 BRICK
LIGHT BRICK COLOR
BRICK VENEER BASIS OF DESIGN: TUMBLED EDGES
TEXTURE: VELOUR/ SMOOTH
COLOR: SOLID, CUSTOM COLOR BLEND TO RESEMBLE ABOVE
BRICK BOND: RUNNING
02 VERTICAL SIDING
VERTICAL WOOD GRAIN SIDING, LIGHT GREEN TONE
FIBER CEMENT OR EQUAL NON-COMBUSTIBLE MATERIAL
BASIS OF DESIGN: STO CAST WOOD
COLOR: CUSTOM, TO RESEMBLE ABOVE
JOINTS: STAGGERED
ALIGNMENT: VERTICAL
03 HORIZONTAL SIDING
HORIZONTAL WOOD GRAIN SIDING, DARK BROWN
BASIS OF DESIGN: KNOTWOOD ALUMINUM SLATS WITH WOOD GRAIN TEXTURE COLOR: CUSTOM, TO RESEMBLE ABOVE
JOINTS: STAGGERED, WITH AIR GAP BETWEEN EACH ROW OF BOARDS ALIGNMENT: HORIZONTAL
BOARD SIZE: 1"X8"
EXAMPLE INSTALLMENT OF ALUMINUM WOOD GRAIN SIDING WITH AIR GAP:
04 ROOFING
STANDING SEAM METAL, CHARCOAL COLOR
BASIS OF DESIGN: DURA TECH 5000 SLATE GRAY
05 ROOF TOP AWNINGS
METAL AWNINGS, DARK METAL COLOR TO MATCH BUILDING, WITH
HANGING WOOD GRAIN SLATS
WOOD GRAIN SLAT BASES OF DESIGN: ALUMINUM SLATS WITH
WOOD GRAIN FINISH, SPACED EVERY 8" O.C.
SIZE: 1"X4"
06 JULIETTE BALCONIES
METAL BASE, METAL STRING, WOOD TOP RAIL
07 STOREFRONT, WINDOWS & AWNING
STOREFRONT:
DARK BRONZE FRAME, METAL BASE TO MATCH FRAME
MIN. 3" RECESS FROM ADJACENT WALL
WINDOW FRAME: FIBERGLASS WITH MATTE CHARCOAL FINISH
GLAZING: TO BE RECESSED 3" MIN. FROM ADJACENT WALL
MIN. 3" RECESS FROM ADJACENT WALL.
EXTRUDED METAL FRAME BEYOND WINDOW FRAMES & STOREFRONTS, MIN. 3" PROJECTION FROM FACE OF EXTERIOR BLDG. FINISH
AWNING:
DARK BRONZE FRAME WITH HANGING WOOD GRAIN ALUMINUM SLATS
GENERAL NOTES
1. SIGNAGE IS CONCEPTUAL ONLY AND SUBJECT TO FUTURE PERMIT E3.1 E3.2
E3.3 B1
C1
E1
E2
KEY PLAN
B2
C2
PRIME
STAMP
NO. REVISION DATE
PROJECT MANAGER
DRAWN BY CHECKED BY
DATE
PROJECT NUMBER
SHEET
rrmdesign.com | (805) 543-1794 smithgroup.com | (213) 228-6916
CONSULTANT
AGENCY
4/1/2026 9:22:24 AM
Autodesk Docs://2994-03 Thousand Oaks Downtown/Mixed Use Bldg B1_2025.rvt ENTITLEMENT SET - SUBMITTAL 4
BLDG E3.3 - COLOR & MATERIALS
DOWNTOWN THOUSAND OAKS PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
DP-2025-70015
A.E3.52
03/23/2026
01 02
03 04
05 06
07 ALL EXTERIOR UTILITY DOORS: TRASH,
MECH., ELECT., JAN. ETC
METAL PANEL DOOR, PAINTED SW6990
SHERWIN WILLIAMS CAVIAR. MATTE
FINISH
08 UTILITY DOORS
cdd:420-46/kr/H:COMMON/City Council/Agenda Packet/2026/2026-06-23/Downtown Project/DTTO SP-2025-70001 Attach 9 Project Plan Set.pdf/pz/(FILE ID:
SUP-2025-70022)