Cities Index.
Attachment 9 - Project Plan Set

Thousand Oaks City Council
June 23, 2026

Document
Attachment 9 - Project Plan Set
Meeting
June 23, 2026
Body
Thousand Oaks City Council
Original file
224.7 MB
Text extracted from the city's file for reading and search. Open the original on toaks.primegov.com. That file is the official record.

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

ENTITLEMENT SET - SUBMITTAL
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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
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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
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PROJECT MANAGER

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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
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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
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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
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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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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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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
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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/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / /
/
/
/ / / / / /
/
/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ /
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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/
/ / / / / / / /
/ /
/ / / / / / / / / /
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / /
/
/
/ / / / / / / / / / / /
/ /
/
/
/
/
1 1
1 1
1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ /
/ / / / / / / / / /
/
/ /
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
/
/ / / / / /
/ / / / /
/ / / /
/
/ / / /
/ / / / / / / / / / / / / / / / / / /
/
/
/ / / /
/
/
/ / / / / / / / / / / / / / /
/
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/ / / / / / / / / / / / /
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/ /
/ / / / / / / / / /
/
/ / / /
/ / / / /
/ / /
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 / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / /
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / /
/ / /
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / / /
/ / / / /
/ / /
/ / / /
/ / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ / /
/ / / /
/ /
/
/
/
/
/ /
/
/ / / / / / / / / / / / /
/ / /
/
/
/
/
/
/
/
/ / /
/
/
/ /
/
/
/
/ / / / / / /
/ / / / /
/ / / / / /
/ / / / / /
/ / / / / /
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ / / /
/
/
/
/
/
/ / / / / / / / / / / / / / /
/
/
/
/ /
/ /
/ / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/ /
/ /
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/ /
/ /
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/ /
/
/
/
/
/ / /
/ /
/ /
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/ /
/
/
/
/ / / / /
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / / / / / / / / / / / / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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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///
///
///
///
///
///
///
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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 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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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
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
///
///
///
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
///
///
///
///
///
///
///
///
///
///
///
/// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
///
///
///
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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/// /// /// /// /// /// /// /// /// /// /// ///
///
///
///
///
///
///
///
///
///
///
///
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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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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DATE

PROJECT NUMBER
SHEET
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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PROJECT NUMBER
SHEET
DP-2025-70015
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.

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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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PROJECT NUMBER
SHEET
DP-2025-70015
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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DATE

PROJECT NUMBER
SHEET
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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PROJECT NUMBER
SHEET
DP-2025-70015
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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PROJECT NUMBER
SHEET
DP-2025-70015
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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DP-2025-70015
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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DP-2025-70015
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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SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
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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DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
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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03/23/26 DOWNTOWN THOUSAND OAKS
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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PROJECT NUMBER
SHEET
DP-2025-70015
03/23/26 DOWNTOWN THOUSAND OAKS
2100 THOUSAND OAKS BLVD, THOUSAND OAKS, CA 91362
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
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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

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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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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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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
#1745 - X
#1746 - X
X X
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o
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X X X X
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XX
X

ELEVATED
DECK
MULCH
AREA

HARDSCAPE
AREA
MULCH
AREA

HARDSCAPE
AREA
X
X X
X X
X
X
X
X
X
X
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X X X

X X X X
X X
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#1758
#1759
#1760
X
X
X X
X
X
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X
X X X
X
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X X X X X X X
X X X
X X

X X X X X X X X X
X X
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X

X X X X X X
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X X X X
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X
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X X X X
X
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X X X
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X X

X X X X
X

X X X X X X X X
X
X
X
X

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.

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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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PROJECT NUMBER
SHEET
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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PROJECT NUMBER
SHEET
DP-2025-70015
01/06/26 DOWNTOWN THOUSAND OAKS
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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SHEET
DP-2025-70015
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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03/23/26 DOWNTOWN THOUSAND OAKS
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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01/06/26 DOWNTOWN THOUSAND OAKS
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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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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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
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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
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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CONSULTANT
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NO. REVISION DATE

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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

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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
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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
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
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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
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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
L7.6 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
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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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CONSULTANT
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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
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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
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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
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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
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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
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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
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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

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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

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DATE

PROJECT NUMBER
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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
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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
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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
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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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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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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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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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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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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
SHEET
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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
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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
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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
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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
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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

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DATE

PROJECT NUMBER
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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
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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

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DATE

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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
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 2:36:43 PM
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
Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 3/25/2026 3:37:10 PM
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
Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 3/25/2026 3:37:16 PM
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
Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 3/25/2026 3:37:19 PM
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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Autodesk Docs://2994-03 Thousand Oaks Downtown/ARCH-E2-MIXED USE.rvt 3/25/2026 3:37:23 PM
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
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 2:36:49 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
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 2:36:57 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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ENTITLEMENT SET - SUBMITTAL 4
BLDG E2 - BUILDING SECTIONS

THOUSAND OAKS DOWNTOWN PROJECT
2100 THOUSAND OAKS BLVD. THOUSAND OAKS, CA 91362
0000-01-RS15
A.E2.41
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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ENTITLEMENT SET - SUBMITTAL 4
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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ENTITLEMENT SET - SUBMITTAL 4
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
SHEET
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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
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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
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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
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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
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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
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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
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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
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 5:21:28 PM
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
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 5:21:32 PM
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
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 5:21:36 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
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 5:21:37 PM
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
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 5:21:39 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.E3.31
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
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 5:21:42 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
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 7:47:19 AM
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
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 5:21:46 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
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 5:21:48 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
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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
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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)

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