Attachment 2 - Resolution for IPD-412M(1) — Camarillo City Council, March 11, 2026

RESOLUTION NO. 2026-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

CAMARILLO APPROVING A MODIFICATION TO AN
INDUSTRIAL PLANNED DEVELOPMENT PERMIT (IPD -412)
FOR A “REDUCED PROJECT ,” TO THE PROPOSED
DEVELOPMENT (IPD-412M(1)) FOR THE DEVELOPMENT OF

46.88 ACRES OF VACANT PROPERTY IN THE AIRPORT

NORTH SPECIFIC PLAN
The City Council of the City of Camarillo resolves as follows:

SECTION 1. The City Council of the City of Camarillo finds and declares as follows:

A. Darren Embry submitted application s on behalf of Faring Capital, LLC, for a Modification to an Industrial Planned Development (“IPD”) permit (IPD -412M(1)) to allow for the construction of the Envision Auto & Commerce Center (Reduced Project), consisting of approximately 183,600 square feet of auto center uses (including a dealership -only car wash), approximately 476,550 square feet of limited manufacturing/research and development uses, and an approximately 4,625 -square-foot independently operated car wash (CUP-442), totaling approximately 665,775 square feet, together with a tentative tract map modification (Tract 6123) to subdivide the site into seven (7) lots and a private roadway.

B. The project site (the “Property”) is approximately 46.88 acres located at the southwest corner of U.S. Highway 101 and Springville Drive within the Airport North Specific Plan area, designated Research and Development under the City’s General Plan and Airport North Specific Plan, and zoned Limited Manufacturing (“L-M”).

C. The Director of Community Development reviewed the applications for completeness and consistency with the Airport North Specific Plan and applicable provisions of the Camarillo Municipal Code (“CMC”) and scheduled the matter for a duly noticed public hearing before the Planning Commission.

D. On February 3, 2026, the Planning Commission opened the duly noticed public hearing, received public testimony and evidence, and considered the staff report, application materials, and all other information in the administrative record. The Planning Commission adopted a resolution recommending that City Council approve IPD-412M1.

E. The City Council held a duly noticed public hearing on March 11, 2026, at which time testimony was heard on IPD-412M(1).

SECTION 2. Environmental Review (CEQA)
A. An Addendum to the certified 2016 Final Subsequent Environmental Impact Report (SEIR 2014 -08) attached as Exhibit A and incorporated by reference as if fully set forth here, has been prepared pursuant to CEQA Guidelines Section 15164 and the City’s environmental guidelines to evaluate whether the Reduced Project and related entitlements would result in any new significant environmental effects or a substantial increase in the severity of significant effects previously identified in the 2016 Final SEIR and t he City’s approved 2023 and 2024 Addenda (collectively, the “Prior CEQA Documents”).

Resolution No. 2026-

Page 2 of 5 ends

B. The City Council has reviewed and considered the Addendum together with the Prior CEQA Documents and the administrative record and finds that, consistent with CEQA Guidelines Sections 15162 and 15164, the Reduced Project is within the scope of the Prior CEQA Documents as updated by the Addendum. Accordingly, no subsequent or supplemental EIR is required.

SECTION 3. Notice of Determination. The Community Development Director, or designee, is directed to file a Notice of Determination with the Ventura County Clerk.

SECTION 4. Findings for IPD-412M(1)
A. That the degree of compatibility of property uses for which CMC Chapter

19.28 and the Airport North Specific Plan are intended to promote and preserve will be maintained with respect to the particular uses on the particular sites and consideration of existing and potential uses of property within the L -M Zone and the general area in which the use is proposed to be located.

The proposed development of the Automobile Dealerships is an appropriate use in the L- M Zone and Research and Development designation of the ANSP in those areas set aside for this specific use as defined in the ANSP.

The proposed development of an industrial business park for sale or lease is an appropriate use in the L-M Zone and the development complies with the provisions of the CMC. The potential uses of the property will be evaluated on a case-by-case basis to determine that the specific proposed use is appropriate and meets the standards of the L-M Zone.

B. That performance standards and conditions will be imposed upon uses which without such condition might become obnoxious, dangerous, offensive, or injurious to the public health, safety, or welfare by reason of the emission of noise, smoke, dust, fumes, vibration, odor, or other harmful or annoying substances.

The project is adequately conditioned to prevent the use and development from becoming obnoxious, dangerous, offensive, or injurious. Furthermore, the project complies with the standards in CMC Chapter 19.28 and the ANSP including minimum yard requirements , minimum landscaping area, and lot coverage.

C. That the integrity and character of the neighborhood in which the use will be located will be maintained, including the utility and value of property in the neighborhood and adjacent zones.

The project incorporates the use of appropriate colors, textures, materials, height, and massing. The project is consistent with the Camarillo Community Design Element Industrial Design Guidelines and the ANSP and is compatible with the surrounding use types, both in terms of design and use.

D. That the proposed use will be compatible with public interest, health, safety, convenience, and general welfare.

The project meets all requirements of the CMC and will not be injurious to the public

Resolution No. 2026-

Page 3 of 5 ends

health, safety, convenience, or general welfare. Furthermore, the project has been conditioned to ensure continued compatibility with public interest, health, safety, convenience, and general welfare.

E. That site plan review has taken into consideration the General Plan and its applicable elements, including but not limited to land use, circulation, scenic highways, public safety, community design, open space, and housing.

The proposed project was reviewed to ensure compatibility with the General Plan, including the individual elements and the project has been found by staff to be consistent with the City’s General Plan and the Economic Development Strategic Plan including the following:

Land Use Element Principles for Industrial Development
Industrial park concepts are encouraged:
• The proposed project creates an industrial park consisting of an automotive dealership and seven industrial speculative buildings with a common architectural theme.

Promote visual improvement of industrial areas by including architectural and landscaping review:
• The proposed project provides a high quality architectural design that will enhance the visual aesthetic of this industrial area. Additionally, as the project moves forward landscape architecture will also be reviewed.

Ensure proper access, off-street parking, vanpools and off-street loading:
• The proposed project will provide 634 more parking spaces than required by the ANSP. Conditions of approval require that some of the parking spaces be designated for ride share parking which will also help reduce vehicle miles traveled, and the development will have to include electric vehicle charging stations. All loading will occur on-site in the 44 loading zones provided.

Community Design Element Objective Industrial Design Guidelines AI-1.3: Design to respect the scale and development character of adjoining sites and work to mitigate negative visual and functional impacts that arise from scale, bulk and mass inherent to larger industrial developments.
• The proposed design is in keeping with the scale and character of the adjoining sites because the surrounding buildings are similar, or slightly smaller in size and because the proposed bulk and mass are broken up by architectural elements such as entry ar chitectural features, tower elements, building articulation and the use of a variety of colors and textures.

Economic Development Strategic Plan 4E, Office/Business Park Capacity:

Maximize options for future office/business park development to accommodate business expansion in targeted industries.
• The proposed project will create eight new industrial shells that are appropriately designed for small to medium manufacturing, research and development, or lifescience businesses looking for new space to relocate or expand. The campus style development would also be appropriate for a larger life science or R&D business.

Resolution No. 2026-

Page 4 of 5 ends

SECTION 5. Based on the above findings, the City Council of the City of Camarillo approves IPD -412M(1), including the plans labeled, Exhibit A, subject to the attached conditions labeled, Exhibit B, which are attached and made a part of this resolution, as well as all applicable general Municipal Code requirements and development standards.

SECTION 6. Construction. This Resolution must be broadly construed in order to achieve the purposes stated in this Resolution. It is the City Council’s intent that the provisions of this Resolution be interpreted or implemented by the City and others in a manner that facilitates the purposes set forth in this Resolution.

SECTION 7. Administrative Record. The City Council hereby finds and declares that the Addendum (CEQA Guidelines §15164), together with the previously certified 2016 Final Subsequent Environmental Impact Report (SEIR 2014-08) and the City’s approved 2023 and 2024 Addenda, and all documents incorporated the rein by reference (CEQA Guidelines §15150), constitute the primary environmental documentation for the Reduced Project. The City Council further finds and declares that the administrative record for this action includes this Resolution, the Addendum and incorporated prior CEQA documents, the staff report and all attachments, project plans and maps, technical studies and memoranda, all written correspondence received, and all evidence and testimony presented at the public hearing.

All such documents and materials are incorporated by reference into this Resolution as though fully set forth herein, and the City shall maintain the administrative record consistent with CEQA and applicable law.

SECTION 8. Reliance on Record. Each and every one of the determinations in this Resolution is based on the competent and substantial evidence, both oral and written, contained in the entire record relating to the matter. The determinations constitute the independent findings and determinations of the City Council in all respects and are fully and completely supported by substantial evidence in the record as a whole.

SECTION 9. Preservation. This Resolution does not affect any penalty, forfeiture, or liability incurred before, or preclude prosecution and imposition of penalties for any violation occurring before this Resolution’s effective date. Any such amended part will remain in full force and effect for sustaining action or prosecuting violations occurring before the effective date of this Resolution.

SECTION 10. Limitations. The City Council’s analysis and evaluation of this matter is based on the best information currently available. It is inevitable that in evaluating the matter that absolute and perfect knowledge of all possible aspects of the matter will not exist.

One of the major limitations on analysis of the matter is the City Council’s lack of knowledge of future events. In all instances, best efforts have been made to form accurate assumptions.

Somewhat related to this are the limitations on t he City’s ability to solve what are in effect regional, state, and national problems and issues. The City must work within the political framework within which it exists and with the limitations inherent in that framework.

SECTION 11. Severability. If any part of this Resolution or its application is deemed invalid by a court of competent jurisdiction, the City Council intends that such invalidity will not affect the effectiveness of the remaining provisions or applications and, to this end, the provisions of this Resolution are severable.

SECTION 12. Effective Date. This Resolution is effective upon adoption.

Resolution No. 2026-

Page 5 of 5 ends

SECTION 1 3. Electronic Signatures . This Resolution may be executed with electronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature.

SECTION 14. Office of Record. The record of proceedings upon which this decision is based is located in City Hall, which is the office of record for the matter.

SECTION 15. The Mayor, or presiding officer, is hereby authorized to affix their signature to this Resolution signifying its adoption by the City Council of the City of Camarillo, and the City Clerk is directed to attest thereto.

PASSED AND ADOPTED on March 11, 2026.

________________________________
Mayor
Attested to on _________________

_____________________________
City Clerk

I, Carrie Weal, City Clerk of the City of Camarillo , certify Resolution No. __ was adopted by the City Council of the City of Camarillo at a regular meeting held ____, by the following vote:

YES: Councilmembers:

NO: Councilmembers:

ABSENT: Councilmembers:

_________________________________
City Clerk

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 1 of 28
March 11, 2026
R1
IPD-412M(1), Faring Capital, LLC
Exhibit A Page 2 of 28
March 11, 2026
R2

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 3 of 28
March 11, 2026
R3

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 4 of 28
March 11, 2026
R4

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 5 of 28
March 11, 2026
R5

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 6 of 28
March 11, 2026
R6

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 7 of 28
March 11, 2026
18 27 7
16 TRUCK
CENTER
FORD

SHOWROOM

NEW VEHICLE

DELIVERY

LINCOLN

SHOWROOM
FORD

SERVICE

DRIVEPART

DELIVERY
TRUCK

SERVICE
DRIVE
PART

STORAGE
TECH

FACILITIES
FORD

OFFICES
FORD

SERVICE

ADVISORS

AUTOMOTIVE

13.18 ACRES
41'-4"
41'-0"

LINCOLN

SERVICE
DRIVE

RAMP UP TO
ROOF
2 82 STANDARD SERVICE BAYS
14'-" x 28'-0"
9 DETAIL BAYS
1 TRUCK DETAIL BAY

CARWASH
19 14
18 18
16 7
27 10 10 16
14 7
6 9
42 34
3 7

FORD DISPLAY PARKING

LINCOLN DISPLAY PARKING

DISPLAY PARKING

INVENTORY PARKING

INVENTORY PARKING INVENTORY PARKINGINVENTORY PARKINGINVENTORY PARKINGDISPLAY PARKING DISPLAY PARKING

LINCOLN DISPLAY PARKING

FORD DISPLAY PARKING

LINCOLN CUSTOMER PARKING

FORD CUSTOMER PARKING

FORD SERVICE PARKING
VENTURA FWY. 101
SPRINGVILLE DR.

W. VENTURA BLVD.
7 2
13 13
10 11
38 10

FORD/LINCOLN
SITE

ADDITIONAL

INVENTORY LOT

DISPLAY PARKING

DISPLAY PARKING
28'-0"24'-0"28'-0"40'-0"
14'-0"
80'-0"
36'-0"
30'-0"
36'-0"

DRIVEWAY
ENTRY
10 12
7 TRUCK SERVICE BAYS
17'-4" x 40'-0"
17'-4"
14'-0"
9 TRUCK SERVICE BAYS
17'-4" x 40'-0"

TRUCK SERVICE PARKING
41 DISPLAY
PLAZA

SHADE TRELLIS

SHADE TRELLIS
14 14
7 3
11 10'-0"
16'-0"
24'-0"
20'-0"
20'-0"
34'-0"

SHADE TRELLIS

ENVISION WAY

COMMERCIAL
VANS
TRUCKS

READER BOARD

TENANT SIGNAGE
35' HIGH

WROUGHT IRON

SECURITY GATE
6' HIGH WROUGHT

IRON SECURITY
FENCE
6' HIGH SPLIT

FACE CONCRETE

BLOCK WALL

WROUGHT IRON

SECURITY GATE

WROUGHT IRON

SECURITY GATE
6' HIGH WROUGHT IRON

SECURITY FENCE

ALONG FREEWAY

FRONTAGE

VEHICLE LOADING/UNLOADING ZONES

VEHICLE LOADING/UNLOADING ZONES
TRASH

ENCLOSURE

SHADE TRELLIS

SHADE TRELLIS
104'-3"

BUILDING

SETBACK
71'-8"

BUILDING
SETACK
40'-2"

DRIVEWAY
ENTRY
8 8
6 LINCOLN DISPLAY PARKING

DISPLAY PARKING

DISPLAY PARKING
7 6
7 36

ACCESS LADDER

LOCATED INSIDE

BUILDING
3 6
7 8

ROLLING

WROUGHT IRON

SECURITY GATE

ROLLING WROUGHT

IRON SECURITY
GATE

ROLLING WROUGHT

IRON SECURITY GATE

ROLLING WROUGHT

IRON SECURITY
GATE
47'-0"

DRIVEWAY
ENTRY
6' HIGH SPLIT

FACE CONCRETE

BLOCK WALL
6' HIGH SPLIT

FACE CONCRETE

BLOCK WALL
6' HIGH WROUGHT

IRON SECURITY FENCE

ALONG FREEWAY

FRONTAGE
Dennis J. Flynn Architects Inc.
without first obtaining the express written permission and consent of or manner whatsoever, nor are they to be assigned to any third party These plans are not to be reproduced, changed or copied in any form its common law copyright and other property rights in these plans.

C Copyright DENNIS J. FLYNN Architects Inc. expressly reserves2025 PROJECT NUMBER:
9312 Tritt Circle
Villa Park, California 92861
(714) 602-9300 FAX(714) 602-9309
DENNIS J. FLYNN
ARCHITECTS, INC.

CAMARILLO, CALIFORNIA

CAMARILLO

FORD/LINCOLN AND

FUTURE DEALERSHIP
05/21/24 OWNER REVIEW
06/14/24 12.87 Acre Site Plan
12/05/24 12.87 Acre Site Plan
1/15/2025 12.87 Acre Site Plan
3/13/2025 12.87 Acre Site Plan 10' landscape buffer
8/15/2025 12.87 Acre Site Plan
9/03/2025 Preliminary Design

PROPOSED SITE PLAN
PROPOSED SITE PLAN ̀Ԁ─Ԁ NORTH
SCALE: 1" = 40' A
0 40' 80'

CAMARILLO

FORD/LINCOLN DEALERSHIP AND

INVENTORY LOT
PAR.IN* TA%ULATIONS
FORD - BUILDING AREA (1ST AND 2ND FLOOR) 114,000sf ÷ 300sf = LINCOLN - BUILDING AREA - 33,000sf ÷ 300sf =
FORD PRO TRUCK - BUILDING AREA - 35,000sf ÷ 300sf =
CARWASH BUILDING - BUILDING AREA - 1600 ÷ 300 =
NET SITE AREA 567,151sf - FIRST FLOOR BUILDING AREA 164,172sf÷1000sf = TOTAL REQUIRED PARKING =
EXCESS PARKING (DASHED IS NON REQUIRED PARKING) =
TOTAL MAXIMUM CONCEPTUAL PARKING =
380
110
117
6 403
1,016
150
1,163
PER CITY OF CAMARILLO MUNICIPAL CODE TABLE 19.44.080
GROSS SITE AREA = 574,121+/-
PARKING CALCULATION:

GROSS SITE AREA - BUILDING AREA (1 PER 1000 SQ.FT.) = X SPACES BUILDING AREA (1 PER 300 SQ.FT.) = X SPACES

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 8 of 28
March 11, 2026

CAMARILLO

SERVICESERVICE
PRO

SERVICE
17'-0"
15'-0"
25'-6"
45'-5"
24'-0"
PRO
8'-3"
34'-6"
30'-2"
34'-6"
19'-2" 1'-0"
34'-4"
41'-10"
15'-0"
17'-0"
30'-2"
38'-0"
40'-6"
35'-8"
15'-0"
26'-8"
32'-2"
17'-0"
15'-0"
25'-6"
45'-5"
24'-0"
34'-6"
25'-6"
15'-0"
8'-3"
34'-6"
50'-0"
30'-0"

CAMARILLO

SPRINGVILLE
CENTER

ENVISION - ELECTRIC

VEHICLE CHARGING

CAMARILLO FORD

CAMARILLO

LINCOLN
4'-0"4'-0"3'-0"11'-0"
25'-0"
4'-0"4'-0"

CAMARILLO

MANUFACTURERS
PRO

COMMERCIAL

VEHICLES
Dennis J. Flynn Architects Inc.
without first obtaining the express written permission and consent of or manner whatsoever, nor are they to be assigned to any third party These plans are not to be reproduced, changed or copied in any form its common law copyright and other property rights in these plans.

C Copyright DENNIS J. FLYNN Architects Inc. expressly reserves2022 PROJECT NUMBER:
9312 Tritt Circle
Villa Park, California 92861
(714) 602-9300 FAX(714) 602-9309
DENNIS J. FLYNN
ARCHITECTS, INC.

CAMARILLO, CALIFORNIA

CAMARILLO

FORD/LINCOLN AND FORD PRO -

ELITE COMMERCIAL VEHICLES
12/19/24 OWNER REVIEW
3/13/2025 12.87 Acre Site Plan 10' landscape buffer

PROPOSED EXTERIOR ELEVATIONS
A.1
PROPOSED OVERALL NORTH ELEVATION 1
SCALE: 1/16" = 1'-0"
PROPOSED PARTIAL NORTH ELEVATION SCALE: 1/8" = 1'-0"
.

PROPOSED PARTIAL NORTH ELEVATION SCALE: 1/8" = 1'-0"

P-2
MP-1
MP-2
EG-1P-2 P-4
A
A3.02
P-4
ST-2
P-2 MP-2
P-4EG-1
P-4
MP-1
MP-2
EG-1
P-4
P-2

MATCHLINE
ST-1P-4ST-1
ST-1ST-3
ST-4
ST-2
ST-4
ST-1

MATCHLINE

MATCHLINE
EG-1
ST-1
P-2
ST-2
ST-4
ST-3
MP-7MP-8

GRABBER

BLUE BAR
FREEWAY MONUMENT SCALE: 1/8" = 1'-0"

NOTE:

1. SIGNS WILL BE REVIEWED AND

APPROVED UNDER SEPARATE
PERMIT. ILLUSTRATED FOR
CONCEPTUAL PURPOSES ONLY.

NOTE:

1. ALL SIGNS IS INCLUDED FOR
"CONCEPTUAL PURPOSES ONLY",

AND WILL BE APPROVED UNDER
SEPARATE PERMIT.

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 9 of 28
March 11, 2026

CAMARILLO
15'-0"
36'-6"
44'-0"
21'-2"

SERVICE
3'-4"
30'-2"
36'-5"
15'-0"
35'-8"
30'-2"
15'-0"
5'-0"
20'-2"
8'-0"
21'-8"
8'-0"
25'-2"
30'-2"
1'-6"
35'-8"
30'-2"
34'-6"
32'-2"
25'-6"
24'-0"
45'-5"
30'-2"
15'-0" 8'-0"
34'-6"
36'-6"
44'-0"
25'-2"
33'-2"
35'-8"
30'-2"
38'-0"
30'-2"
28'-2"
33'-2"
35'-8"
VARIES
SCREEN
WALL
7'-10"
SCREEN
WALL
3'-6"26'-8"
26'-8"
Dennis J. Flynn Architects Inc.
without first obtaining the express written permission and consent of or manner whatsoever, nor are they to be assigned to any third party These plans are not to be reproduced, changed or copied in any form its common law copyright and other property rights in these plans.

C Copyright DENNIS J. FLYNN Architects Inc. expressly reserves2022 PROJECT NUMBER:
9312 Tritt Circle
Villa Park, California 92861
(714) 602-9300 FAX(714) 602-9309
DENNIS J. FLYNN
ARCHITECTS, INC.

CAMARILLO, CALIFORNIA

CAMARILLO

FORD/LINCOLN AND FORD PRO -

ELITE COMMERCIAL VEHICLES
12/19/24 OWNER REVIEW
3/13/2025 12.87 Acre Site Plan 10' landscape buffer

PROPOSED EXTERIOR ELEVATIONS
A
PROPOSED PARTIAL NORTH ELEVATION .

SCALE: 1/16" = 1'-0"

PROPOSED EAST ELEVATION SCALE: 1/8" = 1'-0"

SGS-1
P-2
P-2
EG-1P-4
P-4
%8ILDIN* SECTION SCALE: 1/4" = 1'-0"
A
P-4P-4
ST-1
P-2
P-4
ST-1
MP-2
ST-1
P-6
ST-3
ST-4
ST-2
ST-2
ST-4
CWP-1
ST-4
P-4
ST-2
P-2
P-4
MP-2
P-2
MWP-2
TWP-1
MWP-3
P-4EG-1
P-4
ST-1
ST-4
ST-1
P-4
ST-2
P-2
P-6
ST-2
P-4P-2 MP-1CWP-1
P-6
P-4ST-1

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 10 of 28
March 11, 2026
36'-6"
44'-0"
21'-2"
30'-2"
15'-0"
38'-0"
33'-2"
30'-2"
25'-2"
35'-8"
33'-2"
30'-2"
25'-2"
40'-6"
38'-0"
30'-2"
25'-2"
26'-8"
Dennis J. Flynn Architects Inc.
without first obtaining the express written permission and consent of or manner whatsoever, nor are they to be assigned to any third party These plans are not to be reproduced, changed or copied in any form its common law copyright and other property rights in these plans.

C Copyright DENNIS J. FLYNN Architects Inc. expressly reserves2022 PROJECT NUMBER:
9312 Tritt Circle
Villa Park, California 92861
(714) 602-9300 FAX(714) 602-9309
DENNIS J. FLYNN
ARCHITECTS, INC.

CAMARILLO, CALIFORNIA

CAMARILLO

FORD/LINCOLN AND FORD PRO -

ELITE COMMERCIAL VEHICLES
12/19/24 OWNER REVIEW
3/13/2025 12.87 Acre Site Plan 10' landscape buffer

PROPOSED EXTERIOR ELEVATIONS
A
PROPOSED PARTIAL SOTH ELEVATION ̀ .

SCALE: 1/16" = 1'-0"

SCALE: 1/8" = 1'-0"

SCALE: 1/8" = 1'-0"

EG-1
P-4

MATCHLINE
P-6

MATCHLINE

MATCHLINE
PROPOSED PARTIAL SO8TH ELEVATION
PROPOSED PARTIAL SO8TH ELEVATION
ST-1
ST-4
P-4 ST-1
P-4
ST-2
P-6
P-2P-4
P-2
P-2
P-4
P-2
P-4
P-2
P-4
P-2
P-4
P-2
P-6
P-4ST-1
P-6
P-4ST-1

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 11 of 28
March 11, 2026
41'-10"
45'-5"
15'-0"
30'-2"
25'-2"
34'-4"
30'-2"
30'-2"
8'-0"
33'-2"
35'-8"
38'-0"
25'-2"
40'-6"
38'-0"
26'-8"
10'-0"
1'-3"
1'-6"
12'-9"
15'-0"
20'-4"
15'-0"
19'-4"
12'-0"
15'-0"
20'-4"
12'-0"
19'-4"
Dennis J. Flynn Architects Inc.
without first obtaining the express written permission and consent of or manner whatsoever, nor are they to be assigned to any third party These plans are not to be reproduced, changed or copied in any form its common law copyright and other property rights in these plans.

C Copyright DENNIS J. FLYNN Architects Inc. expressly reserves2022 PROJECT NUMBER:
9312 Tritt Circle
Villa Park, California 92861
(714) 602-9300 FAX(714) 602-9309
DENNIS J. FLYNN
ARCHITECTS, INC.

CAMARILLO, CALIFORNIA

CAMARILLO

FORD/LINCOLN AND FORD PRO -

ELITE COMMERCIAL VEHICLES
12/19/24 OWNER REVIEW
3/13/2025 12.87 Acre Site Plan 10' landscape buffer

PROPOSED EXTERIOR ELEVATIONS
A
PROPOSED EST ELEVATION ̀ .

SCALE: 1/16" = 1'-0"

SHADE TRELLIS ELEVATION %
SCALE: 1/8" = 1'-0"
P-2
P-4
EG-1ST-1
MP-2
P-4
P-6
P-4
ST-3
ST-4
ST-3
PROPOSED CAR:ASH SO8TH ELEVATION
SCALE: 1/16" = 1'-0"
PROPOSED CAR:ASH EAST ELEVATION SCALE: 1/16" = 1'-0"

PROPOSED CAR:ASH NORTH ELEVATION SCALE: 1/16" = 1'-0"

PROPOSED CAR:ASH :EST ELEVATION SCALE: 1/16" = 1'-0"

P-2
P-4ST-1
P-4
P-2
P-4
P-2
P-4
P-2
P-4
ST-1
P-6
P-4
P-2
P-6
ST-1
P-4
P-4

ROUGH SAW
WOOD. PAINTED
P-4
ST-1

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 12 of 28
March 11, 2026
8" PVC
41'-4"
AIR

COMPRESSOR
DRYER
JET
PUMP
R.O.

UNIT
BRI
NE
TANK
R.O
.

TANK
VEH
ICLE
DRYING

AGENT SOAP PRESOAK
VFD
PANEL

CAR WASH
#1
POWER
PACK
R.O.

TANK
NOI
SE
REDUCT
ION
BOX
PANEL "HCW"
FLOOR

CLEARANCE
PANEL "LCW"
FLOOR

CLEARANCE
T-LCW

CARWASH
30'-0"
36'-0"

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING
± 30
' - 0"
W. VENTURA BOULEVARD
64'
- 0"
10 9
8 34'
- 0" 30' - 0"
5 DOCK HI DOORS
GATE
5 6 9 6
4 148
109
9' - 0" 5' - 0" 12' - 0" 9' - 0"5' - 0" 12' - 0" 9' - 0"5' - 0"9' - 0" 9' - 0" 9' - 0" 9' - 0" 106
GATE
9' -
0"5' - 0" 12' - 0" 9' - 0"5' - 0" 12' - 0"
TYP.
9' - 0"9' - 0"
TYP.
9' - 0"
111
163
140 140
407
150 150
135
144
144
406
135
160
163
112
107
2,000 SF OFFICE
3,000 SF MEZZ.
2,000 SF OFFICE
3,0
00 SF MEZZ.
± 32
'- 6". 18' - 0" 30' - 0" 20' - 0" 9' -
0"
± 125' -0".
± 6' -3".30' - 0"

DRIVEWAY
30' - 0"
20' - 0"

DRIVEWAY
35' - 0"± 20' -0".
± 83
' -0". 26' - 0" 54' - 0" 148' - 0" 54' - 0"
T
56'
- 10" 43' - 0" 43' - 0" 44' - 0" 40' - 0" 38' - 10"
39' - 10" 50' - 0" 48' - 0"

BUILDING A
50,582 SF
(32'-0" CLEAR INSIDE)
135
42' - 8"
107' - 0"
83' - 0"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0
" RD
8' - 0"
2" 1' - 6"

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON

OPEN BEYOND
6' - 0" 2' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

WALL CAP (TYP)

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
12' - 6"
27'
- 6"
1' -
0" O.C. TYP.

NORTH

PROJECT
8/14/2025 4:44:25 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

08.14.2025
A1-01-A

SITE PLAN -

BUILDING A
SPRINGVILLE / W. VENTURA BOULEVARD

SITE LEGEND
1" = 20'-0"1 SITE PLAN - BUILDING A

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
1/4" = 1'-0"3 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"2 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"6 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"5 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"4 TYPICAL LUNCH PATIO TRELLIS RCP
135 C
ONCRETE TILT-UP SCREEN WALL. MIN HEIGHT X'ABOVE HIGHEST ADJAC
ENT FINISHED GRADE. PAINT BOTH SIDES AND TOP OF WALL.

SEE PLANS FOR COLOR SCHEDULE.

SEE FOOTNOTE 1 ON A1-01-0 FOR PARKING
0"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0" RD
1' - 6"

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON

OPEN BEYOND OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
12' - 6"
1/4" = 1'-0"3 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"2 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"6 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"5 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"4 TYPICAL LUNCH PATIO TRELLIS RCP
"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
1'-6".
3"
8' - 0"
2'-0" RD
2" 1' - 6"

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
6' - 0" 2' - 0"

OPEN BEYOND
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
2' - 0"6' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%
6' - 0" 2' - 0"
8' - 0" CLR.

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 0" O.C. TYP.
27' - 6"
12' - 6"
1/4" = 1'-0"3 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"2 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"6 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"5 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"4 TYPICAL LUNCH PATIO TRELLIS RCP

WALL CAP (TYP)

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT X'ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES AND TOP OF WALL.

SEE PLANS FOR COLOR SCHEDULE.

KEYNOTES
106 SHADING AREA: PROPOSED IRRIGATED LANDSCAPING PER CITY GUIDELINES WITH MIN 7" CONCRETE CURBS AT ALL PEREMITERS. 107 (N) SIDEWALK.
109 TRANSFORMER PAD LOCATION
111 TYPICAL STANDARD PARKING STALL MIN. 9'-0" X 20' (18 + 2' OVERHANG) - STRIPE PER CITY STANDARDS.
135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT X'ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES AND TOP OF WALL.

SEE PLANS FOR COLOR SCHEDULE.
140 PAINTED CONCRETE TRASH ENCLOSURE. SCREEN WALLS SHALL BE MIN. 6'-0" HIGH WITH CANOPY TOP. SEE SHEET A2-1P FOR
ELEVATIONS AND SECTIONS.
144 ROLLING 8'-0" HIGH WROUGHT IRON FENCE INTO THE TRUCK COURT W/ 75% OPAQUE SCREENING.
145 SWINGING 8'-0" HIGH WROUGHT IRON FENCE INTO THE TRUCK COURT W/ 75% OPAQUE SCREENING.
148 LOCATION OF EXTERIOR BREAK PATIO WITH TRELLIS STRUCTURE 150 CONCRETE TRUCK RAMP w/ 42" HIGH CONCRETE TILT-UP GUARD ON OPEN SIDE(S). PAINT ALL SIDES OF GUARD WALLS AND
HANDRAILS.SEE ARCHITECTURAL DRAWINGS FOR COLOR
SCHEDULE.
160 LOCATION OF POTENTIAL MONUMENT SIGNAGE.
163 ACCESSIBLE PRIMARY ENTRANCE WITH KNOX BOX.
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOWN.
407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 13 of 28
March 11, 2026

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
17' -
8" ± 33'
-9" 18' -
0" 30' -
0" 20' -
0"
CL OF VENTURA BLVD.

PROPERTY LINE

TILT-UP BUILDING

BUILDING PARAPET HEIGHT
8' -
0" 4' -
0"

LINE OF SIGHT

FINISH FLOOR
6' - 0"

PROPOSED PACKAGE UNIT
NOTE: LINE OF SIGHT TAKEN FROM 6'-0" ABOVE FINISH GRADE

PROJECT
4/14/2025 8:32:21 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

04.14.2025
A3-01-A

ELEVATION -

BUILDING A
SPRINGVILLE / W. VENTURA BOULEVARD
1" = 20'-0"4 SOUTH ELEVATION
1" = 20'-0"5 WEST ELEVATION
1" = 20'-0"3 EAST ELEVATION
1" = 20'-0"6 NORTH ELEVATION
1" = 10'-0"9 NORTH GATE ELEVATION
1" = 10'-0"8 SOUTH GATE ELEVATION
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
1" = 20'-0"7 TYPICAL EQUIPMENT LINE OF SIGHT
2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
14' - 0"
6' - 0" 30' - 0"
1' - 5"7' - 0"
14' - 0"
29' - 0" 35' - 0" ± 14' - 6"
17' - 8" ± 33'-9" 18' - 0" 30' - 0" 20' - 0"
CL OF VENTURA BLVD.

PROPERTY LINE

TILT-UP BUILDING

BUILDING PARAPET HEIGHT
T.O.P.
50'-0".
8' - 0" 4' - 0"

LINE OF SIGHT

FINISH FLOOR
6' - 0"

PROPOSED PACKAGE UNIT
NOTE: LINE OF SIGHT TAKEN FROM 6'-0" ABOVE FINISH GRADE 1" = 10'-0"9 NORTH GATE ELEVATION
1" = 10'-0"8 SOUTH GATE ELEVATION
1" = 20'-0"7 TYPICAL EQUIPMENT LINE OF SIGHT

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOWN
.
405 REFLECTIVE BLUE GLASS IN CLEAR ANODIZED ALUMINUM MULLION SYSTEM
407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
601 LIMESTONE COVERED HIGH DENSITY FOAM WALL BASE
602 BLACK WROUGHT IRON CROSS
603 TERRACOTTA TILE ACCENT
604 FOUR-SIDED CLAY MISSION TILE ROOF - 5:12 SLOPE
605 RECESSED ENTRY WITH PRIMARY GLASS ENTRANCE DOORS
607 PAINTED 12' X 15' DOCK HIGH VERTICAL LIFE METAL TRUCK DOOR ASSEMBLY. SEE DOOR SCHEDULE
608 LIMESTONE COVERED HIGH DENSITY FOAM ROUND COLUMN

04.14.2025

04.28.2025

WALL CAP &

PILASTER (TYP)

WALL CAP &

PILASTER (TYP)

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 14 of 28
March 11, 2026
41'-4"30'-0"

TRUCK SERVICE PARKING
41 WROUGHT IRON

SECURITY GATEVEHI

CLE LOADING/UNLOADING ZONES

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING
5 DOCK HI DOORS
5 2,000 SF OFFICE
3,000 SF MEZZ.
2,000 SF OFFICE
3,000 SF MEZZ.

GATE
GATE
140
135
150
407
150
140
144
135
4 6 69
9 10
7 160
160
± 20' - 0"

DRIVEWAY
35' - 0" 20' - 0" 8' - 0" 173' - 0" 6' - 10" 9' - 2"

DRIVEWAY
30'-0". ± 6' - 4"
144
109
148
T
106
15'
- 0" 6' - 0" 21' - 0" 54' - 0" 148' - 0" 54' - 0" 27' - 0"

DRIVEWAY
30' - 0" 18' - 0" ± 16'-6".

DRIVEWAY39' - 10 3/4"
± 20' - 0"

DRIVEWAY
35' - 0" 20' - 0" 8' - 0" 183' - 0" 6' - 0"

DRIVEWAY
30'-0". ± 6' - 4"
107
111
112
163
406
405
20'
- 0"
5' - 0"9' - 0"9' - 0"5' - 0"12' - 0"9' - 0"5' - 0"12' - 0"

BUILDING B
50,948 SF
(32'-0" CLEAR INSIDE)
41'
- 2" 40' - 0" 43' - 0" 43' - 0" 44' - 0" 58' - 10"
48' - 0"50' - 0"39' - 10"38' - 10"
308' - 4"
±389
'-7".
±125'-0".
9' -
0"5' -
0" 12'
- 0" 9' -
0"5' -
0" 12'
- 0"
144
135
144
150
160
148
109
111
163

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0
" RD
8' - 0"
12' - 6"
27'
- 6"
1' -
0" O.C. TYP.

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON

OPEN BEYOND
6' - 0" 2' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

WALL CAP (TYP)

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
109 TRANSFORMER PAD LOCATION
111 TYPICAL STANDARD PARKING STALL MIN. 9'-0" X 20' (18 + 2' OVERHANG) - STRIPE PER CITY STANDARDS.
135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT X'ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES AND TOP OF
WALL. SEE PLANS FOR COLOR SCHEDULE.
144 ROLLING 8'-0" HIGH WROUGHT IRON FENCE INTO THE TRUCK COURT W/ 75% OPAQUE SCREENING.
148 LOCATION OF EXTERIOR BREAK PATIO WITH TRELLIS STRUCTURE 150 CONCRETE TRUCK RAMP w/ 42" HIGH CONCRETE TILT-UP GUARD ON OPEN SIDE(S). PAINT ALL SIDES OF GUARD WALLS AND
HANDRAILS.SEE ARCHITECTURAL DRAWINGS FOR COLOR
SCHEDULE.
160 LOCATION OF POTENTIAL MONUMENT SIGNAGE.
163 ACCESSIBLE PRIMARY ENTRANCE WITH KNOX BOX.

NORTH

PROJECT
8/14/2025 4:44:30 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

08.14.2025
A1-01-B

SITE PLAN -

BUILDING B
SPRINGVILLE / W. VENTURA BOULEVARD
1" = 20'-0"1 SITE PLAN - BUILDING B
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS
1'-4" WROUGHT IRON

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0" RD
12' - 6"

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS
"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
1'-6".
3"
8' - 0"
2'-0" RD
2" 1' - 6"

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
6' - 0" 2' - 0"

OPEN BEYOND
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
2' - 0"6' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%
6' - 0" 2' - 0"
8' - 0" CLR.

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

WALL CAP (TYP)

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 15 of 28
March 11, 2026

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA

PROJECT
4/14/2025 8:52:32 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

04.14.2025
A3-01-B

ELEVATION -

BUILDING B
SPRINGVILLE / W. VENTURA BOULEVARD
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
1" = 20'-0"6 NORTH ELEVATION
1" = 20'-0"5 WEST ELEVATION
1" = 20'-0"4 SOUTH ELEVATION
1" = 20'-0"3 EAST ELEVATION
1" = 10'-0"7 SOUTH GATE ELEVATION
1" = 10'-0"8 NORTH GATE ELEVATION
+/- 14' - 6". 35' - 0" 29' - 0"
14' - 0"
10' - 0" 30' - 0" 6' - 0"
14' - 0"
1" = 10'-0"7 SOUTH GATE ELEVATION
1" = 10'-0"8 NORTH GATE ELEVATION

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
KEYNOTES:
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOWN.
405 REFLECTIVE BLUE GLASS IN CLEAR ANODIZED ALUMINUM MULLION SYSTEM
407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
601 LIMESTONE COVERED HIGH DENSITY FOAM WALL BASE
602 BLACK WROUGHT IRON CROSS
603 TERRACOTTA TILE ACCENT
604 FOUR-SIDED CLAY MISSION TILE ROOF - 5:12 SLOPE
605 RECESSED ENTRY WITH PRIMARY GLASS ENTRANCE DOORS
607 PAINTED 12' X 15' DOCK HIGH VERTICAL LIFE METAL TRUCK DOOR ASSEMBLY. SEE DOOR SCHEDULE
608 LIMESTONE COVERED HIGH DENSITY FOAM ROUND COLUMN

04.14.2025

04.28.2025

WALL CAP &

PILASTER (TYP)

WALL CAP &

PILASTER (TYP)

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 16 of 28
March 11, 2026

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING
W. VENTURA BOULEVARD

BUILDING C
51,948 SF
150150

VENTURA BOULEVARD
5 DOCK HI DOORS
18'
- 0"
DRIV
EWAY
30'
- 0"± 33
' - 4"
± 25' - 3" ± 329' - 11"
± 31' - 7"

DRIVEWAY
35' - 0" 20' - 0"
20' - 0"35' - 0"20' - 0"13' - 8"
88' - 8"
GATE
GATE
10 9
12 9
6 5
9 6
6 8
9 10
± 29
' - 10" ± 404 ' - 4"

DRIVEWAY
30' - 0" ± 293' - 0"
± 355' - 2"
± 36
' - 2" 18' - 0" ± 203' - 0" 90' - 0" ± 60' - 0"
± 40
7' - 2"
± 26
' - 2"
9' - 0"5' - 0" 12' - 0" 5' - 0"9' - 0" 12' - 0" 5' - 0"9' - 0" TYP
9' - 0"9' - 0"
TYP
9' - 0"
160
163
140
144
135
407
125' - 0"
144
140
135
163
406
9' - 0"5' - 0"9' - 0" 12' - 0" 5' - 0"9' - 0" 12' - 0" 5' - 0"9' - 0" 148
109
111
111
111
20' - 0"

DRIVEWAY
35' - 0" 20' - 0"± 13' - 7"
26'
- 0" 54'
- 0" 9' -
0" 130'
- 0" 9' -
0" 54'
- 0" 26'
- 0" 15'
- 0"
(32'-0" CLEAR INSIDE)
3,000 SF OFFICE
3,000 SF MEZZ.
3,000 SF OFFICE
3,000 SF MEZZ.
106
107
T
9' - 0"
57'
- 0" 52' - 0" 52' - 0" 52' - 0" 31' - 2"
39' - 3"60' - 0"50' - 0"47' - 9"

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
8' - 0"
12' - 6"

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

OPEN BEYOND
6' - 0" 2' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

WALL CAP (TYP)
NORTH

PROJECT
8/14/2025 4:44:36 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

08.14.2025
A1-01-C

SITE PLAN -
BUIL
DING C
SPRINGVILLE / W. VENTURA BOULEVARD

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE
PROV

ISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
1" = 20'-0"1 SITE PLAN - BUILDING C
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVAT1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS 1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS

OPEN BEYOND
SLOPE 1%
6' - 0" 2' - 0"
8' - 0" CLR.

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT

OPEN BEYOND
6' - 0" 2' - 0"

OPEN BEYOND
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
2' - 0"6' - 0"
8' - 0" CLR.
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS

WALL CAP (TYP)
2'-0" RD
12' - 6"
7 TYPICAL LUNCH PATIO TRELLIS RCP
± 3
1" = 20'-0"1 SITE PLAN - BUILDING C
2" 1' - 6"
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
PRO
PLAN

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
1/4" = 1'-0"7

EYNOTES
ALL R

OOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

TERIOR OF THE BUILDING
NVELOPE.

ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
URB.

A LIGHT PLAN SHALL BE SUBMITTED SHOWING
ONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

XTURES SHALL BE SHIELDED LED.

KEYNOTES
INTERI

OR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.
1' - 0" O.C. TYP.
27' - 6"
12' - 6"
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP

VENTURA BOULEVARD
± 36' - 2" 18' - 0"
± 26' - 2"
1" = 20'-0"

SITE PLAN - BUILDING C

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
1'-6".
3"
8' - 0"
2'-0" RD
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
2,000 SF OFFICE
2,000 SF OFFICE

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 17 of 28
March 11, 2026

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA

PROJECT
4/14/2025 9:12:31 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

04.14.2025
A3-01-C

ELEVATION -

BUILDING C
SPRINGVILLE / W. VENTURA BOULEVARD
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"7 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"8 SIMILAR SITE LIGHTING STYLE
1" = 20'-0"1 NORTH ELEVATION
1" = 20'-0"2 WEST ELEVATION
1" = 20'-0"3 SOUTH ELEVATION
1" = 20'-0"4 EAST ELEVATION
1" = 10'-0"5 NORTH GATE ELEVATION
1" = 10'-0"6 SOUTH GATE ELEVATION
+/- 15' - 9 3/4". 35' - 0" 29' - 0"
14' - 0"
6' - 0" 30' - 0" 6' - 0"
14' - 0"
1" = 10'-0"5 NORTH GATE ELEVATION
1" = 10'-0"6 SOUTH GATE ELEVATION

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOWN. 405 REFLECTIVE BLUE GLASS IN CLEAR ANODIZED ALUMINUM MULLION SYSTEM 407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
601 LIMESTONE COVERED HIGH DENSITY FOAM WALL BASE
602 BLACK WROUGHT IRON CROSS
603 TERRACOTTA TILE ACCENT
604 FOUR-SIDED CLAY MISSION TILE ROOF - 5:12 SLOPE
605 RECESSED ENTRY WITH PRIMARY GLASS ENTRANCE DOORS
607 PAINTED 12' X 15' DOCK HIGH VERTICAL LIFE METAL TRUCK DOOR ASSEMBLY.

SEE DOOR SCHEDULE
608 LIMESTONE COVERED HIGH DENSITY FOAM ROUND COLUMN
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"7 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"8 SIMILAR SITE LIGHTING STYLE

04.14.2025

04.28.2025

WALL CAP &

PILASTER (TYP)

WALL CAP &

PILASTER (TYP)

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 18 of 28
March 11, 2026

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

W VENTURA BLVD

BUILDING D
56,155 SF
150150
T

NEW STREET
± 102' - 4" ± 301' - 0"
± 403' - 4"
±526'-11".
±389
'-7".
15'
- 0" 27'
- 0" 54'
- 0" 148'
- 0" 54'
- 0" 27'
- 0"
DRIV
EWAY
30'-
0". 18'
- 0" ±16'
-6".
±96'-11". 18' - 0" 26' - 0"

DRIVEWAY
40' - 0" 30' - 0" 29' - 0" 204' - 0" 8' - 0" 20' - 0"

DRIVEWAY
35' - 0" 20' - 0"
± 39' - 1"
9' - 0" 9' - 0" 9' - 0" 5' - 0" 9' - 0" 12' - 0" 5' - 0" 9' - 0" 12' - 0" 5' - 0" 9' - 0" ±9'-4". 20' - 0"

DRIVEWAY
35' - 0" 20' - 0"±15'-7".20' - 0"

DRIVEWAY
30' - 0"20' - 0"20' - 0"
± 166' - 11"
± 28
' - 1" 15' - 0" 20' - 0" 10' - 10" ± 249 ' - 4"
± 41
7' - 6"
GATE
GATE
5 DOCK HI DOORS
3,000 SF OFFICE
3,000 SF MEZZ.
3,000 SF OFFICE
3,000 SF MEZZ.
(32'-0" CLEAR INSIDE)
125' - 0"
140 140
144
135
144
135
407
163
109148
6 5
8 10
160
406
163
106
107
111
111
4 69
6 7
DRIVEW
AY
33' - 6"
9 8
2 8 4
6 8
10 5
87 160
57'
- 11" 52' - 5" 52' - 0" 52' - 0" 54' - 0"
39' - 3"60' - 5"50' - 0"46' - 7"
12'
- 0" 5' - 0" 9' - 0" 12' - 0" 5' - 0" 9' - 0"

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON

OPEN BEYOND
6' - 0" 2' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

WALL CAP (TYP)

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0
" RD
8' - 0"
12' - 6"
27'
- 6"
1' -
0" O.C. TYP.

NORTH

PROJECT
8/14/2025 4:44:43 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

08.14.2025
A1-01-D

SITE PLAN -
BUIL
DING D
SPRINGVILLE / W. VENTURA BOULEVARD

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
1" = 30'-0"1 SITE PLAN - BUILDING D
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0" RD
12' - 6"
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP

OPEN BEYOND
6' - 0" 2' - 0"

OPEN BEYOND
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
2' - 0"6' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%
6' - 0" 2' - 0"
8' - 0" CLR.

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
1'-6".
3"
8' - 0"
2'-0" RD
1' - 0" O.C. TYP.
27' - 6"
12' - 6"
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
5 TYPICA
1/4" = 1'-0"5

WALL CAP (TYP)
2,500 SF OFFICE
2,500 SF OFFICE

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 19 of 28
March 11, 2026

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA

PROJECT
4/14/2025 9:20:19 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

04.14.2025
A3-01-D

ELEVATION -

BUILDING D
SPRINGVILLE / W. VENTURA BOULEVARD
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
1" = 10'-0"7 SOUTH GATE ELEVATION
1" = 10'-0"8 NORTH GATE ELEVATION
1" = 20'-0"3 EAST ELEVATION
1" = 20'-0"4 SOUTH ELEVATION
1" = 20'-0"5 WEST ELEVATION
1" = 20'-0"6 NORTH ELEVATION

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
+/- 5' - 6". 30' - 0" 6' - 0"
14' - 0"
31' - 2" 35' - 0" +/- 15' - 3 3/4".
14' - 0"
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOWN. 405 REFLECTIVE BLUE GLASS IN CLEAR ANODIZED ALUMINUM MULLION SYSTEM 407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
601 LIMESTONE COVERED HIGH DENSITY FOAM WALL BASE
602 BLACK WROUGHT IRON CROSS
603 TERRACOTTA TILE ACCENT
604 FOUR-SIDED CLAY MISSION TILE ROOF - 5:12 SLOPE
605 RECESSED ENTRY WITH PRIMARY GLASS ENTRANCE DOORS
607 PAINTED 12' X 15' DOCK HIGH VERTICAL LIFE METAL TRUCK DOOR ASSEMBLY.

SEE DOOR SCHEDULE
608 LIMESTONE COVERED HIGH DENSITY FOAM ROUND COLUMN
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
1" = 10'-0"7 SOUTH GATE ELEVATION
1" = 10'-0"8 NORTH GATE ELEVATION

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOW
N.
405 REFLECTIVE BLUE GLASS IN CLEAR ANODIZED ALUMINUM MULLION SYSTEM
407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
601 LIMESTONE COVERED HIGH DENSITY FOAM WALL BASE
602 BLACK WROUGHT IRON CROSS
603 TERRACOTTA TILE ACCENT
604 FOUR-SIDED CLAY MISSION TILE ROOF - 5:12 SLOPE
605 RECESSED ENTRY WITH PRIMARY GLASS ENTRANCE DOORS
607 PAINTED 12' X 15' DOCK HIGH VERTICAL LIFE METAL TRUCK DOOR ASSEMBLY. SEE DOOR SCHEDULE
608 LIMESTONE COVERED HIGH DENSITY FOAM ROUND COLUMN

04.14.2025

04.28.2025

WALL CAP &

PILASTER (TYP)

WALL CAP &

PILASTER (TYP)

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 20 of 28
March 11, 2026

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

BUILDING E
70,242 SF
OFFICE
4,000 SF
MEZZ.
4,000 SF
T
GATE
±617
'-8".
±558
'-2". ±59'
-6".
42'
- 0 5/256" 40'
- 0" 20'
- 0" 8' -
0" 375'
- 2" 10'
- 10" 20'
- 0" 30'
- 0" 20'
- 0" ±51'
-7".
±264'-7".
15' - 0" 185' - 10" 11' - 2" 20' - 0" 30' - 0" ±6'-4".
±589
'-0".
±15'
-0". 20'
- 0" 115'
- 0" 338'
- 0" 8'-0
". 20'
- 0"
DRIV
EWAY
30'-
0". 20'
- 0" ±23'
-0".
±268'-3".
±20'-3".

DRIVEWAY
39'-4".±27'-9".27' - 0"9' - 0"129' - 4"15' - 8"
8 10 10 7
6 8
117
8 6
3 11
(32'-0" CLEAR INSIDE)
7 DOCK HI DOORS
150135144
407
140
106
107
109
148
112 111
135'
- 0"
160
163
406
9' -
0"5' -
0"12'
- 0"9' -
0"5' -
0"9' -
0"9' -
0"14'
- 0"9' -
0"9' -
0"
40'
- 0" 64' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 63' - 2" 55' - 0"64' - 0"66' - 0"
106
106
(32'-0" CLEAR INSIDE)

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

CONCRETE APRON

OPEN BEYOND
6' - 0" 2' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

WALL CAP (TYP)

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0
" RD
8' - 0"
12' - 6"
27'
- 6"
1' -
0" O.C. TYP.

NORTH

PROJECT
8/14/2025 4:44:50 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

08.14.2025
A1-01-E

SITE PLAN -
BUIL
DING E
SPRINGVILLE / W. VENTURA BOULEVARD

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
106 SHADING AREA: PROPOSED IRRIGATED LANDSCAPING PER CITY GUIDELINES WITH MIN 7" CONCRETE CURBS AT ALL PEREMITERS. 1" = 30'-0"1 SITE PLAN - BUILDING E
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
106 SHADING AREA: PROPOSED IRRIGATED LANDSCAPING PER CITY GUIDELINES WITH MIN 7" CONCRETE CURBS AT ALL PEREMITERS.

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

OPEN BEYOND
6' - 0" 2' - 0"

OPEN BEYOND
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
2' - 0"6' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%
6' - 0" 2' - 0"
8' - 0" CLR.

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6"

LIMESTONE COVERED HIGH DENSITY

WALL CAP (TYP)

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 21 of 28
March 11, 2026

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
D
35'
- 0"

PROJECT
4/14/2025 9:27:38 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

04.14.2025
A3-01-E

ELEVATION -

BUILDING E
SPRINGVILLE / W. VENTURA BOULEVARD
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
1" = 20'-0"3 EAST ELEVATION
1" = 20'-0"4 SOUTH ELEVATION
1" = 20'-0"5 WEST ELEVATION
1" = 20'-0"6 NORTH ELEVATION
1" = 10'-0"7 SOUTH GATE ELEVATION
1" = 10'-0"8 NORTH GATE ELEVATION

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOW
N.
405 REFLECTIVE BLUE GLASS IN CLEAR ANODIZED ALUMINUM MULLION SYSTEM
407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
601 LIMESTONE COVERED HIGH DENSITY FOAM WALL BASE
602 BLACK WROUGHT IRON CROSS
603 TERRACOTTA TILE ACCENT
604 FOUR-SIDED CLAY MISSION TILE ROOF - 5:12 SLOPE
605 RECESSED ENTRY WITH PRIMARY GLASS ENTRANCE DOORS
607 PAINTED 12' X 15' DOCK HIGH VERTICAL LIFE METAL TRUCK DOOR ASSEMBLY. SEE DOOR SCHEDULE
608 LIMESTONE COVERED HIGH DENSITY FOAM ROUND COLUMN
14' - 0"
29' - 0" 35' - 0" ± 14' - 6"
1" = 10'-0"8 SOUTH GATE ELEVATION
14' - 0"
6' - 0" 30' - 0"
1' - 5"7' - 0"
1" = 10'-0"9 NORTH GATE ELEVATION

GATE ELEVATION
ON
1" = 10'-0"7 SOUTH GATE ELE
1" = 10'-0"9 NORTH GATE ELEVATION

04.14.2025

04.28.2025

WALL CAP &

PILASTER (TYP)

WALL CAP &

PILASTER (TYP)

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 22 of 28
March 11, 2026

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0
" RD
8' - 0"
12' - 6"
27'
- 6"
1' -
0" O.C. TYP.

SPRINGVIL DRIVEBUILDING F
71,116 SF
10 3,000 SF OFFICE
3,0
00 SF MEZZ.
150 150
T
10 9 7
3 11 9 3 7 9
10 8
6 8
(32'-0" CLEAR INSIDE)
6 DOCK HI DOORS
135' - 0"
3,000 SF OFFICE
3,000 SF MEZZ.
9' - 0"9' - 0"9' - 0"5' - 0"9' - 0"12' - 0"5' - 0"9' - 0" 9' - 0"9' - 0"9' - 0"0"9' - 0"5' - 0"9' - 0"12' - 0"5' - 0"9' - 0" 112
111
112
160
106
107
109
135
144
148
140
135
144
140
406
407
163
58'
- 0" 60' - 0" 44' - 0" 42' - 0" 44' - 0" 60' - 0" 58' - 0" 63' - 0"73' - 0"63' - 5"
20' - 0" 40' - 0" 202' - 0" 9' - 0" 15' - 0"
±286'-0".
±581
'-8".
±15'
-0". 20'
- 0" 30'
- 0" 20'
- 0"

DRIVEWAY
± 55' - 6"

DRIVEWAY
±29'-0".
±27'-5".
20' - 0"DRIVEWAY
30' - 0"
20' - 0"
±134
'-8". 99'
- 0" 149'
- 0" 99'
- 0" 98'-
9".
32' -0" CLEAR INSIDE

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON

OPEN BEYOND
6' - 0" 2' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

WALL CAP (TYP)
NORTH

PROJECT
8/14/2025 4:44:56 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

08.14.2025
A1-01-F

SITE PLAN -
BUILDI
NG F
SPRINGVILLE / W. VENTURA BOULEVARD

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP
1" = 30'-0"1 SITE PLAN - BUILDING F
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
106 SHADING AREA: PROPOSED IRRIGATED LANDSCAPING PER CITY GUIDELINES WITH MIN 7" CONCRETE CURBS AT ALL PEREMITERS. 107 (N) SIDEWALK.
109 TRANSFORMER PAD LOCATION
111 TYPICAL STANDARD PARKING STALL MIN. 9'-0" X 20' (18 + 2' OVERHANG) - STRIPE PER CITY STANDARDS.
135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT X'ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES AND TOP OF WALL.

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0" RD
12' - 6"

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

OPEN BEYOND
6' - 0" 2' - 0"

OPEN BEYOND
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
2' - 0"6' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%
6' - 0" 2' - 0"
8' - 0" CLR.

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6 "

LIMESTONE COVERED HIGH DENSITY

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 23 of 28
March 11, 2026

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
64' - 5"
55' - 0"
45' - 0"
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE

PROJECT
4/14/2025 9:41:59 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

04.14.2025
A3-01-F

ELEVATION -

BUILDING F
SPRINGVILLE / W. VENTURA BOULEVARD
1" = 20'-0"6 NORTH ELEVATION
1" = 20'-0"5 WEST ELEVATION
1" = 20'-0"4 SOUTH ELEVATION
1" = 20'-0"3 EAST ELEVATION
1" = 10'-0"7 NORTH GATE ELEVATION
1" = 10'-0"8 WEST SITE WALL ELEVATION
1" = 10'-0"9 SOUTH SITE WALL ELEVATION

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOW
N.
405 REFLECTIVE BLUE GLASS IN CLEAR ANODIZED ALUMINUM MULLION SYSTEM
407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
601 LIMESTONE COVERED HIGH DENSITY FOAM WALL BASE
602 BLACK WROUGHT IRON CROSS
603 TERRACOTTA TILE ACCENT
604 FOUR-SIDED CLAY MISSION TILE ROOF - 5:12 SLOPE
605 RECESSED ENTRY WITH PRIMARY GLASS ENTRANCE DOORS
607 PAINTED 12' X 15' DOCK HIGH VERTICAL LIFE METAL TRUCK DOOR ASSEMBLY. SEE DOOR SCHEDULE
608 LIMESTONE COVERED HIGH DENSITY FOAM ROUND COLUMN
1" = 10'-0"9 NORTH GATE ELEVATION
1" = 10'-0"8 SOUTH GATE ELEVATION
14' - 0"
6' - 0" 30' - 0"
1' - 5"7' - 0"
29' - 0" 35' - 0" ± 14' - 6"
1" = 10'-0"9 NORTH GATE ELEVATION
1" = 10'-0"8 SOUTH GATE ELEVATION

04.14.2025

04.28.2025

WALL CAP &

PILASTER (TYP)

WALL CAP &

PILASTER (TYP)

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 24 of 28
March 11, 2026

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

W VENTURA BLVD

SPRINGVILLE DR

NEW STREET

BUILDING G
70,143 SF
OFFICE
3,0
00 SF
MEZZ.
3,000 SF
OFFICE
3,000 SF
MEZZ.
3,000 SF
150150
(32'-0" CLEAR INSIDE)
6 DOCK HI DOORS
GATE
GATE
T
5 10
6 5
12 11 10 10
12 9
5 758
5' - 0"12' - 0"9' - 0"5' - 0"9' - 0"9' - 0"5' - 0"12' - 0" 20'
- 0"18'
- 0"
111
106
107
109
135
140
144 144
135
140
148
± 60
'-2". 18' - 0" 28' - 0" 20' - 0" 6' - 0" 20' - 0" 30' - 0" 18' - 0" 22' - 0" 72' - 0" 158' - 0" 45' - 0" 9' - 0" 63' - 0" 23' - 1 47/64" ±75'-8". 135' - 0"
407
163
163
160
62'
- 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 35' - 7" 63' - 10"60' - 0"72' - 5"
26' - 10 221/256" 16' - 7 13/16" 20' - 0"

DRIVEWAY
30' - 0" 220' - 0"

DRIVEWAY
40' - 0" 20' - 0"
51' - 2" ±26'-1".
406
±668
'-0".
112

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON

OPEN BEYOND
6' - 0" 2' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

WALL CAP (TYP)

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0
" RD
8' - 0"
12' - 6"
27'
- 6"
1' -
0" O.C. TYP.

NORTH

PROJECT
8/14/2025 4:45:04 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

08.14.2025
A1-01-G

SITE PLAN -

BUILDING G
SPRINGVILLE / W. VENTURA BOULEVARD

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
1" = 30'-0"1 SITE PLAN - BUILDING G
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

SITE LEGEND

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0" RD
12' - 6"

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

OPEN BEYOND
6' - 0" 2' - 0"

OPEN BEYOND
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
2' - 0"6' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%
6' - 0" 2' - 0"
8' - 0" CLR.

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6 "

LIMESTONE COVERED HIGH DENSITY

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 25 of 28
March 11, 2026

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA

PROJECT
4/14/2025 9:53:22 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

04.14.2025
A3-01-G

ELEVATION -

BUILDING G
SPRINGVILLE / W. VENTURA BOULEVARD
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"7 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"8 SIMILAR SITE LIGHTING STYLE
1" = 20'-0"1 NORTH ELEVATION
1" = 20'-0"2 WEST ELEVATION
1" = 20'-0"3 SOUTH ELEVATION
1" = 20'-0"4 EAST ELEVATION
1" = 10'-0"5 NORTH SITE WALL ELEVATION
1" = 10'-0"6 WEST SITE WALL ELEVATION
1" = 10'-0"9 SOUTH GATE ELEVATION
+/- 14' - 6". 35' - 0" 29' - 0"
14' - 0"
10' - 0" 30' - 0" 6' - 0"
14' - 0"
1" = 10'-0"7 SOUTH GATE ELEVATION
1" = 10'-0"8 NORTH GATE ELEVATION

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOWN.
405 REFLECTIVE BLUE GLASS IN CLEAR ANODIZED ALUMINUM MULLION SYSTEM
407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
601 LIMESTONE COVERED HIGH DENSITY FOAM WALL BASE
602 BLACK WROUGHT IRON CROSS
603 TERRACOTTA TILE ACCENT
604 FOUR-SIDED CLAY MISSION TILE ROOF - 5:12 SLOPE
605 RECESSED ENTRY WITH PRIMARY GLASS ENTRANCE DOORS
607 PAINTED 12' X 15' DOCK HIGH VERTICAL LIFE METAL TRUCK DOOR ASSEMBLY. SEE DOOR SCHEDULE
608 LIMESTONE COVERED HIGH DENSITY FOAM ROUND COLUMN

04.14.2025

04.28.2025

WALL CAP &

PILASTER (TYP)

WALL CAP &

PILASTER (TYP)

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 26 of 28
March 11, 2026

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

W VENTURA BLVD

BUILDING H
55,416 SF
OFFICE
3,000 SF
MEZZ.
3,000 SF
150
*32'-0" CLEAR INSIDE)
5 DOCK HI DOORS
T
6 10
10 888
75 2
9 6
11 GATE
GATE
144
135
140
144
135
407
148
109
106
107
111 112
135'-0".
12' - 0"5' - 0"9' - 0"9' - 0"5' - 0"9' - 0"12' - 0"5' - 0"9' - 0" 163
160
406
52'
- 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 28' - 3" 50' - 0"50' - 0"60' - 0"
20'
- 0"
DRIV
EWAY
35'
- 0" ±20'
-7".
±453
'-9".
±30'
-8".
±34'-11".±26'-4".

DRIVEWAY
35'-0". 78'-7".
20' - 0"26' - 0"25' - 0"35' - 0"20' - 0"6' - 0 21/32"
±316'-10".
±270'-3".

OPEN BEYOND

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON

OPEN BEYOND
6' - 0" 2' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

WALL CAP (TYP)

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0
" RD
8' - 0"
12' - 6"
27'
- 6"
1' -
0" O.C. TYP.

NORTH

PROJECT
8/14/2025 4:45:13 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

08.14.2025
A1-01-H

SITE PLAN -

BUILDING H
SPRINGVILLE / W. VENTURA BOULEVARD

SITE LEGEND

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES
1" = 30'-0"1 SITE PLAN - BUILDING H
1/4" = 1'-0"2 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"4 TRASH ENCLOSURE TYPICAL SECTION
1/4" = 1'-0"5 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"6 TYPICAL LUNCH PATIO TRELLIS ELEVATION
1/4" = 1'-0"7 TYPICAL LUNCH PATIO TRELLIS RCP

KEYNOTES

1. THE PROPOSED PROJECT SHALL COMPLY WITH THE

PROVISIONS OF THE CITY OF CAMARILLO PLANNING PLAN

2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE

PLANNING DEPARTMENT FOR APPROVAL PRIOR TO ISSUANCE

OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.

3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE
AT THIS TIME.

4. THERE ARE NO PROTECTED PLANTS ON SITE.

5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE

INTERIOR OF THE BUILDING
ENVELOPE.

6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE
CURB.

7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING
CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS.

FIXTURES SHALL BE SHIELDED LED.

GENERAL NOTES

ON-SITE LANDSCAPED AREA

DECORATIVE AUTO / TRUCK DRIVEWAYS

SITE PROPERTY LINES

CITY CURB AND GUTTERS

STREET CENTERLINES

ON-SITE CURBLINES

ON-SITE PARKING AND TRAILER STRIPING

SITE LEGEND

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

FOAM ROUND COLUMN
6 X 10 TUBE STEEL PAINTED BEAMS
2 X 6 TUBE STEEL PAINTED TRELLIS MEMBERS
2'-0" RD
12' - 6"

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

OPEN BEYOND OPEN BEYOND OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT

OPEN BEYOND
SLOPE 1%

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
1' - 6"

LIMESTONE COVERED HIGH DENSITY

OPEN BEYOND
6' - 0" 2' - 0"

OPEN BEYOND
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE APRON
SLOPE 1/2" PER FOOT
2' - 0"6' - 0"
8' - 0" CLR.

OPEN BEYOND
SLOPE 1%
6' - 0" 2' - 0"
8' - 0" CLR.

UNDERSIDE OF STRUCTURE

CORRUGATED STEEL CANOPY

STRUCTURAL STEEL SUPPORT

COLUMNS FOR ROOF DECK

PAINTED CONCRETE TILT-UP

WALL PANEL

CONCRETE CURB

CONCRETE APRON

CONCRETE WALL FOOTING
SLOPE 1/2" PER FOOT
2" 1' - 6 "

LIMESTONE COVERED HIGH DENSITY

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 27 of 28
March 11, 2026

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA

PROJECT
4/14/2025 10:03:47 PM

PLANNING SUBMITTAL
A24-2084
0000 W. VENTURA BOULEVARD

CITY OF CAMARILLO

04.14.2025
A3-01-H

ELEVATION -

BUILDING H
SPRINGVILLE / W. VENTURA BOULEVARD
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
12" = 1'-0"2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
1" = 20'-0"3 EAST ELEVATION
1" = 20'-0"4 SOUTH ELEVATION
1" = 20'-0"5 WEST ELEVATION
1" = 20'-0"6 NORTH ELEVATION
20'-0"
20'-0"
30'-0"
20'-0"
20'-0"
30'-0"
30'-0"
30'-0"

1. FIELD COLOR
PPG - PPG15-05 - MACAROON CREAM

2. LIGHT ACCENT COLOR
PPG - PPG15-26 - TOASTED ALMOND

3. GLASS - PRIMARY WINDOW

PPG SOLARCOOL PACIFICA
KEYNOTES:

GENERAL NOTES:

1. ALL ROOFTOP MECH. EQUIPMENT SHALL BE

SCREENED FROM VIEW
FINISH SCHEDULE:
2 SIMILAR ENTRY LIGHTING STYLE
12" = 1'-0"1 SIMILAR SITE LIGHTING STYLE
401 PAINTED CONCRETE TILT-UP WALL PANEL W/ ACCENT REVEALS AS SHOW
N.
405 REFLECTIVE BLUE GLASS IN CLEAR ANODIZED ALUMINUM MULLION SYSTEM
407 PAINTED 9'-0" X 10' DOCK HIGH VERTICAL LIFT METAL TRUCK DOOR ASSEMBLY WITH DOCK BUMPERS. SEE DOOR SCHEDULE.
600 LIMESTONE COVERED HIGH DENSITY FOAM TRIM
601 LIMESTONE COVERED HIGH DENSITY FOAM WALL BASE
602 BLACK WROUGHT IRON CROSS
603 TERRACOTTA TILE ACCENT
604 FOUR-SIDED CLAY MISSION TILE ROOF - 5:12 SLOPE
605 RECESSED ENTRY WITH PRIMARY GLASS ENTRANCE DOORS
607 PAINTED 12' X 15' DOCK HIGH VERTICAL LIFE METAL TRUCK DOOR ASSEMBLY. SEE DOOR SCHEDULE
608 LIMESTONE COVERED HIGH DENSITY FOAM ROUND COLUMN
+/- 36' - 1".40' - 0"29' - 2"
14' - 0"
+/- 92' - 1 3/4".
14' - 0"
+/- 152' - 9".
1" = 10'-0"7 NORTH GATE ELEVATION
1" = 10'-0"8 WEST SITE WALL ELEVATION

04.14.2025

04.28.2025

WALL CAP &

PILASTER (TYP)

IPD-412M(1), Faring Capital, LLC
Exhibit A Page 28 of 28
March 11, 2026
MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 1

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required Darren Embry EXHIBIT B
Northwest corner of Springville Drive and Ventura Boulevard Reference: MOD 412M1
March 11, 2026

In addition to all applicable provisions of the Camarillo Municipal Code (CMC), Faring (the “Applicant”), agrees to comply with the following conditions of approval (“Project Conditions”) for Construction of Industrial Planned Development Permit (IPD-412M(1)).

Unless the contrary is stated or clearly appears from the context, the construction of words and phrases used in this Conditions of Approval use the definitions set forth in the CMC.

The applicant must comply with the following conditions before the City issues the grading permit or zone clearance, unless otherwise specified.

IPD-412M(1)

PROJECT CONDITIONS

STREETS

1. ** Trees and Landscaping:
a. The applicant must plant private trees based on an approved landscape plan or at 40-foot intervals along Springville Drive and West Ventura Boulevard (North- South and East-West segments) adjacent to the project boundaries. Trees must be of the species and size as required by the City. All required trees will be private and must be planted before occupancy of any building.

The landscape plan must be coordinated with the grading plans to avoid conflicts of trees with BMP's for stormwater quality and with storm drains. b. The applicant must install private landscape/hardscape features, and irrigation systems within the Springville Drive and West Ventura Boulevard (North-South and East-West segments) right -of-way adjacent to the project, as required by the Community Development and Public Works Departments.
c. The applicant/owner must enter into a License Agreement with the City of Camarillo for the Owners' Association to own, operate and maintain the private landscaping, private trees, and private irrigation system within the public right -of- way parkways. All required landscaping, trees and irrigation within the public right- of-way will be private. The applicant must prepare and submit required legal descriptions, and sketches.

2. The applicant must dedicate sufficient roadway right -of-way so that the ultimate width, adjacent to the project boundaries, as designated by the City Engineer and the City Transportation Engineer, will be accomplished. This condition will be consistent with the design set of the final approved grading improvement plans.

3. ** The applicant must submit deed, legal description and sketch, for review and approval MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 2

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required by the Department of Public Works, for the dedication in fee of 30 -feet of right - of-way along the east side West Ventura Boulevard adjacent to the westerly boundary of the project to accomplish the ultimate right-of-way width of 64-feet. This condition will be consistent with the design set of the final approved grading improvement plans.

4. ** Parcel A as shown on the Tentative Tract Map 6123 will be private unless designated to be public by the Department of Public Works.

5. ** The applicant must submit deed, legal description and sketch, for review and approval by the Department of Public Works, for the public sidewalk easements located within the project boundaries adjacent to West Ventura Boulevard (both segments), including those portions of the public sidewalk that meander outside of the public right- of-way.

6. ** If applicable, the applicant must submit separate deed, legal description and sketch for dedication of access easements over lots containing sewer, water or storm drain, which cannot be directly accessed from any street.

7. All street or road improvements adjacent to the project boundaries must be as directed and approved by the Department of Public Works. Sidewalks must be constructed to meander where required. This condition will be consistent with the design set of the final approved grading improvement plans.

8. ** The applicant must prepare and submit legal descriptions and sketches for any easements and/or rights-of-way to be vacated. This condition will be consistent with the design set of the final approved grading improvement plans.

9. Before the city issues a grading permit, traffic circulation and control on adjacent streets, including all curb openings, control signs for regulation, warning, and guidance of traffic, must be designed as required by the City Transportation Engineer. These include, without limitation, stop signs, speed signs, turn prohibition signs, one -way signs, parking signs, together with required pavement striping, raised pavement markers, and road symbols.

Traffic circulation and control onsite must meet the approval of the Director of Community Development and the City Transportation Engineer. (CS)

10. ** Before the city issues any zone clearance for the first building the applicant must install required parking restriction signs on both segments of West Ventura Boulevard adjacent to the project site, in a manner acceptable to the City Transportation Engine er. (CS)

11. ** Before the city issues a zone clearance for the first building, the applicant must install intersection street name signs as required by the Department of Public Works.

12. ** Before the City issues a zone clearance for the first building, the applicant must install new, and/or modify existing, median street name signs on Springville Drive and on West Ventura Boulevard (East-West segment) at locations approved by the City Transportation Engineer. (CS)

13. Before the city issues a grading permit, the applicant must prepare stand -alone striping MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 3

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required and signing plans for:
a. West Ventura Boulevard (both segments)
b. Springville Drive
c. Verdulera Street.
d. Private Streets (Parcel A as shown on the Tentative Tract Map 6123 ) The signing and striping plans must be included with the street improvement plans prepared for the project.

14. ** Before the city issues a certificate of occupancy for any building, all signs must be installed, and before final acceptance, the city will require the applicant to add traffic control devices, such as signing and striping, the need for which are not apparent at time of plan approval but which are warranted due to actual field conditions. The applicant must install the traffic control devices before final acceptance.

15. Permanent Ventura County survey monuments per Road Standards Plate E-4, Revision D, must be set at the intersection of street centerlines at the beginning and end of curves in centerlines, and at other locations designated by the City Engineer pursuant to Camarillo Municipal Code § 18.15.030(F). All other centerline monuments must be in accordance with standard survey practice. A complete set of all street centerline ties (a minimum of three per monument), must be submitted before final project acceptance a s required by the Department of Public Works. (CS)

16. * Ramps and other accessible path of travel elements (sidewalk, AC pavement, appurtenances) must be constructed in locations specified by the City Engineer and the Director of Community Development. Accessible facilities must be constructed within the project limits and existing facilities reconstructed adjacent to the project limits as necessary to comply with California Title 24 accessibility requirements of the California Building Codes and Americans with Disabilities Act (ADA). Base materials under ramps must be a minimum 4-inches PMB compacted to a minimum relative compaction of 95%. (CS)

17. All underground irrigation, water, and other pipes or openings which are encountered during construction of street improvements must be removed or sealed in a manner satisfactory to the Department of Public Works.

18. * Before the City issues the grading permit, the applicant must design and, before occupancy, provide intersection visibility as set forth in CMC § 19.38.050 and in a manner acceptable to the City Transportation Engineer. The sight distance requirements will also apply to commercial and industrial driveway intersections with public and private streets.

The monument signs at driveways must comply with sight distance requirements and will be subject to review and approval by the City Transportation Engineer.

MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 4

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required

19. Before the City issues the grading permit, the applicant must design horizontal and vertical curves at all intersections in a manner acceptable to the City Transportation Engineer.

20. Before the City issues the grading permit, the applicant must design frontage landscaping that will not obstruct a motorist’s line of sight above three feet nor below seven feet within the corner cutoff area of an uncontrolled intersection, or within the sight triangle of a controlled intersection.

The applicant must plant trees based on an approved landscape plan or planted parallel to the street centerline along the sidewalks with a 15-foot setback and medians. All trees within the corner cutoff area of an uncontrolled intersection or within the sight triangle of an uncontrolled intersection must be spaced no closer than 40 feet apart to avoid creating a “fence post condition that may restrict a driver’s vision.”

21. ** Before the city issues a grading permit, the applicant must obtain Consent for Offsite Construction from adjacent property owners for any improvements within the adjacent properties.

22. ** Before the city issues a grading permit, the applicant must design and, before the city issues zone clearance for the first building or final acceptance, whichever occurs first, construct the “backbone” infrastructure (public and private) such as, but not limited to, utilities (water, sewer, storm drain) and street improvements (Parc el A as shown on the Tentative Tract Map 6123 , West Ventura Boulevard, striping, sidewalks, curb and gutter), including transitions and connections to existing infrastructure in a manner acceptable to the Department of Public Works.

23. ** Before the city issues a grading permit, the applicant must design and, before the city issues zone clearance for the first building or final acceptance, whichever occurs first, construct the main driveway entrances of each lot in a manner acceptable to the Department of Public Works.

24. The road construction (paveout) policy of the City will apply: (CS) a. The applicant must remove and reconstruct any existing public improvements adjacent to the limits of the project found to be damaged before or during the construction of this project, including but not limited to sidewalks, ramps, curb and gutter, spandrels, and pavement.
b. ** Ventura Boulevard from West Verdulera Street to Springville Drive is currently in moratorium, before the city issues occupancy the applicant must apply pavement treatment, including preparation work, such as, but not limited to, Type II Slurry or Overlay, within the limits of repair as directed by the City Engineer.

c. ** West Ventura Boulevard (North-South): Before the city issues a grading permit the applicant must design and, before issuance of any zone clearance for any building, construct the additional street improvements along the easterly side of West Ventura Boulevard (North-South) adjacent to the westerly project boundaries MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 5

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required in a manner acceptable to the City Transportation Engineer and City Engineer. d. ** Before the city issues a grading permit the applicant must design, and before any zone clearance for any building must install, striping on West Ventura Boulevard (North-South) with a 10 -foot two-way left-turn lane, one 14 -foot travel lane in each direction, and a 5-foot bike lane on each side of the street. e. ** West Ventura Boulevard (North-South) at northerly terminus: Before the city issues a grading permit, the applicant must design and, before the city issues any zone clearance for any building, construct improvements at the north end of West Ventura Boulevard (North-South) adjacent to the freeway. The improvements must include drainage, paving, striping and signing that is required to complete the intersection and as required by the Department of Public Works. f. ** Before the City issues a grading permit, the applicant must design a traffic signal at the intersection of Ventura Boulevard and the Parcel A project driveway, subject to City approval. As part of the initial street and utility construction, the applicant must install all underground and above-ground infrastructure necessary for the traffic signal, including but not limited to conduit, pull boxes, signal foundations, poles, controller cabinet, detection, electrical service, communications equipment, and interconnect facilities, or as otherwise approved by the City.
i. Prior to commencement of traffic signal construction or issuance of grading permit, whichever occurs first, the applicant must enter into a public improvement agreement with the City and must furnish performance and labor and material bonds in forms and am ounts acceptable to the City, guaranteeing the full and faithful installation of the traffic signal and all associated appurtenances.
ii. The traffic signal must be designed and constructed to be fully compatible with and physically connected to the City’s existing traffic signal system.

The applicant must extend and install all required signal interconnect infrastructure from the project signal to the existing City signal at Springville Road an d Ventura Boulevard to the east, and westward to the western edge of the project site near West Ventura Boulevard, as determined by the City. The interconnect improvements must include all conduit, pul l boxes, communication cable, and related appurtenances necessary to support coordinated operation, central system monitoring, and future system expansion.
iii. The traffic signal must be fully installed, tested, approved by the City, and placed into full operational service prior to issuance of a certificate of occupancy for Lot 1 of Tract 6123, as designated by the City Transportation Engineer. Before acceptance by the City, the applicant must provide a warranty or maintenance bond to ensure correction of any defects during the applicable warranty period.

MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 6

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required g. All work must be completed in accordance with City standards and specifications and to the satisfaction of the City.
h. ** The intersection of Parcel A as shown on the Tentative Tract Map 6123 and Springville Drive must be restricted to right-in, right-out movements only. Left-turn movements to and from Parcel A must be prohibited. The applicant must design and construct a raised median, pork -chop island, directional curbs, and any associated pavement striping, signing, and traffic control devices necessary to enforce this restriction, in a manner acceptable to the City. These improvements must be installed prior to the issuance of any zone clearance for the first building. i. ** Before the city issues a grading permit, the applicant must design and, before the city issues any zone clearance for any building, construct the sidewalk, along the south side of West Ventura Boulevard, to extend to the existing access ramp easterly of the project at Springville Drive, in a manner acceptable to the Department of Public Works.
j. ** Before the city issues a grading permit, the applicant must design and, before the city issues any zone clearance for any building, construct the sidewalk and new access ramp on the south side of West Ventura Boulevard (East -West segment) from the shared driveway to the existing access ramp west of the project along the south side of Verdulera Street, in a manner acceptable to the Department of Public Works.
k. ** No decorative pavement will be permitted to be located within the public right- of-way along West Ventura Boulevard both segments.
l. All driveways must be constructed as necessary to comply with California Title 24 accessibility requirements of the California Building Codes and Americans with Disabilities Act (ADA).
m. Before the City issues zone clearance for the first building or final acceptance, whichever occurs first, the applicant must complete all curb, gutters and offsite and onsite paving. All utilities must be installed before paving is placed. n. All final paving must be placed as required by project improvement plans before final inspection.

25. The applicant must submit evidence to the city of existing corner lot monumentation before project approval and at the completion of the project to ensure that existing corner monumentation and witness markings are not disturbed by construction activities or were reset.

26. ** Traffic Mitigation Fee:
a. The applicant must pay the Traffic Mitigation Fee as established by CMC § 11.68 before the city issues any zone clearance of any building. If the applicant sells this project before construction, in whole or part, the applicant must inform the MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 7

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required subsequent owner that not all fees have been paid.
b. The Traffic Mitigation Fee will be administered subject to the First Amendment to Fee Credit and Reimbursement Agreement (CC Agreement No. 2008 -1A) dated March 23, 2011.

27. ** The applicant must pay the Springville Interchange Benefit Area (SIBA) Fee as established and adopted by Resolution No. 2009 -173 before the city issues any zone clearance of any buildings. If the applicant sells this project before construction, in whole or part, the applicant must inform the subsequent owner that not all fees have been paid.

28. Ventura County Benchmark “SPRINGVILLE” may be used as datum in conjunction with this project.

29. Before the City issues a zone clearance, the applicant must furnish to the Department of Public Works a street lighting plan. The plan must include all street lumens proposed or existing within the project boundaries. For each of the project streets that connect to an existing street, the plan must identify the location of the first existing street light on the existing street. For street lights located on local streets, the lights must be located a maximum of 220 feet apart and have 5.8 KHPS. For street li ghts located on collector streets, the lights must be located a maximum of 200 feet apart and have 9.5 KHPS.

For street lights located on primary and secondary arterial streets, the lights must be located a maximum of 200 feet apart and have 22 KHPS. Before occupancy, the applicant must construct street lights in accordance with the approved street lighting plan. This includes decorative marbelite electroliers of the lumen rating called for on the plan, trenching, and installing underground electrical power to the lighting fixtures. Differential costs of the marbelite electroliers and the cost of trenching must be paid by the applicant.

Applicant must contract with Southern California Edison for installation of street lights and must prepay all fees.

GRADING AND DRAINAGE

30. All grading must conform to CMC Chapter 16.04. (GS)

31. * The applicant must prepare and submit to the City Engineer a soils and geologic study as required by CMC Chapter 16.38 and in accordance with the requirements of Resolution No. 88-57 (and all subsequent amendments). The study must include, without limitation, liquefaction, hydroconsolidation and seismically-induced settlement testing and analysis (contact the Public Works Department for guidelines). The applicant must comply with the recommendations of the soils and geologic study as determined by the city.

The soils and geologic study response by Geolabs, dated December 5, 2025, is currently in review.
a. Before the applicant submits for 1st Plan Check to the Department of Public Works, “Feasibility-Level Comments” must be acceptable to the Department of Public MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 8

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required Works.
b. Before the City issues a grading permit, “Design -Level Comments” must be deemed acceptable to the Department of Public Works.

32. ** All grades and elevations shown on the site plans are preliminary and will be verified during detailed design review by the Department of Public Works.

33. ** All lots must be graded to a minimum 1% slope.

34. ** The site must be raised as needed to provide standard slopes and standard clear cover for sewer, water and storm drains, in a manner acceptable to the City Engineer.

35. Before the City issues a zone clearance for any building, all lots must be individually certified as geotechnically suitable for their intended use in a manner acceptable to the Department of Public Works.

36. * The entire development must be graded in total, or phased as approved by the City of Camarillo, in order to mitigate the noise, dust, air quality, and construction traffic impacts. Erosion control plans, slope planting plans, open space landscape plans, and irrigation plans must be approved and implemented immediately upon completion of grading.

37. The applicant must prepare and submit a hydrology and hydraulics study for the project to the City Engineer. The study must include, without limitation, the hydraulic analysis for the sizing of the required storm drain system. Appropriate facilities for proper drainage within the development must be provided and constructed as directed and approved by the City Engineer. All areas must be graded in such a manner that there will be no undrained depressions. (CS)
a. All areas must be graded in such a manner that there will be no undrained depressions.
b. All onsite storm drains will be private.
c. All storm drain facilities must be designed to convey the Q50 storm runoff. d. Pads must be protected from the Q100 storm and the overflow path must be shown on the hydrology map.
e. Provide Water Surface Pressure Gradient (WSPG) calculations using WSPG Program for all pipes 18-inches or larger.

38. ** If required, the applicant must dedicate to the City of Camarillo a minimum 20- foot wide easement for storm drain and access purposes where required, as directed by the Department of Public Works.

39. ** Before the City issues a grading permit, the applicant must design and, before any zone clearance for any building or final acceptance, whichever occurs first, install MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 9

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required landscaping and construct improvements adjacent and over the existing storm drain culvert along the westerly boundary of the project, in a manner acceptable to the Department of Public Works.
a. No trees or large shrubs will be placed adjacent and over the existing storm drain culvert.
b. The applicant must design and construct permanent mitigation measures approved by Department of Public Works to create a barrier to protect the storm drain structure from potential irrigation moisture and landscaping damage. c. The applicant must protect the storm drain culvert during construction and provide the city clear detailed video of the existing condition of the inside of the culvert along the whole project site prior to the grading permit being issued and again prior to final acceptance. The applicant must clear the culvert of all trash and debris prior to taking the preconstruction video.

40. ** Before the City issues a grading permit, the applicant must design and, before any zone clearance for any building or final acceptance, whichever occurs first, construct a storm drain junction structure to the existing storm drain lateral adjacent to the northeast corner of West Ventura Boulevard (North -South segment) and West Ventura Boulevard (East-West segment), in a manner acceptable to the Department of Public Works.

41. The applicant must construct concrete gutters at appropriate locations within the drive aisles and parking lots throughout the site.

42. No grated drain inlet may be located within the drive aisles and/or middle of the parking areas, except at locations approved by the City Engineer.

43. No storm drain facility is to be located in conflict with trash enclosures, planters and light fixtures, which obstruct the storm drains function and maintenance. Locations of storm drain facilities must be in a manner acceptable to the City Engineer.

44. The development must be protected from offsite drainage, and any water concentration and/or increase as a result of the construction of the development must be conveyed by means of adequate facilities to the natural water courses of the area, and/or existing storm drain system designed to convey the development’s runoff. Determination of suitable natural watercourse must be made by the City Engineer. (CS)

45. The applicant must design and construct the slopes throughout the development in the following manner:
a. The applicant must design and construct the concrete gutters with a minimum flowline slope of 0.5 percent and in a manner acceptable to the City Engineer. b. The applicant must design, and before zone clearance, construct the asphalt drive aisles, with a minimum of 1 percent cross fall slope, in a manner acceptable to the City Engineer.

MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 10

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required c. Landscaping must be designed and installed with a minimum flowline slope of 1 percent and a minimum cross fall slope of 2 percent, and in a manner acceptable to the City Engineer.

46. Each lot must drain to an approved drainage facility. Cross lot drainage must be minimized.

47. ** Before the city issues occupancy for any building the applicant must install Connector Pipe Screen (CPS) Trash Capture Units within the public catch basins.

48. The applicant must provide storm water acceptance deeds on any and all lots subject to runoff water from adjacent lots or properties. In addition, the applicant must construct permanent concrete swales at appropriate locations intercepting such runoff waters and transporting them off each lot in a manner approved by the City Engineer.

STORMWATER QUALITY

49. Development must be undertaken in accordance with conditions and requirements in the Waste Discharge Requirements and National Pollutant Discharge Elimination System (NPDES) Permit for Municipal Separate Storm Sewer System (MS4) Discharges within the Coastal Watersheds of Los Angeles and Ventura Counties, Permit No. CAS004004, Board Order R4-2021-0105 (City's MS4 Permit).

50. Since this project was deemed complete for processing (IPD-412) prior to May 12, 2025, the effective date of the Ventura County Technical Guidance Manual 2025 Reissuance, and developed a final, or substantially final, drainage concept and site layout that included water quality treatment based upon the performance criteria set forth in Order R4-2010- 0108 prior to the MCMs of R4-2021-0105 becoming effective, the project must incorporate Post Construction Stormwater Management Plan (PCSMP) requirements in acc ordance with Order No. R4 -2010-0108 and the associated Ventura County Technical Guidance Manual Errata Update 2018 into the project plans.

51. **The project must be designed to comply with the PCSMP SW0072 dated September 21, 2025, including the PCSMP site map depicting all post-construction stormwater quality mitigation devices and points of connection to the existing storm drain system.

Supplemental documents, such as the Drainage/Geotechnical Report, submitted with the PCSMP have been reviewed for stormwater quality only and are subject to change.

Proposed stormwater mitigation devices must not be built within the public right of way.

Any changes to the PCSMP must be approved by the Public Works Department. These requirements include implementation of criteria related to low impact development, hydromodification, and water quality treatment.

52. State General Construction Permit requirement for projects that disturb 1 acre or more of soil or are part of a larger common plan of development. Before the City issues a grading permit, the Applicant must submit a copy of the project receipt of the Notice of Intent (NOI) and Waste Discharge Identification (WDID) from the California State Water Resources Control Board (SWRCB), Storm Water Permit Unit, for coverage under the General Construction NPDES Permit (GCP) (Permit No. CAS000002/ Order No. 2022 - 0057- MS - Maintenance Security Required
IPD-412M(1) – 03/11/2026 Page 11

* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required DWQ). The Applicant must comply with all requirements of the General Permit, including development of a Stormwater Pollution Prevention Plan (SWPPP) and ensuring the SWPPP is available at the construction site.

53. If applicable, before the City issues a grading permit, the Applicant must submit a copy of the project's 401 Water Quality Certification.

54. The project construction plans must incorporate Best Management Practices (BMPs) applicable to the development for the review and approval of the City Engineer. Suggested construction BMPs are listed in the California Stormwater BMP Handbook for Construction, which can be downloaded at www.cabmphandbooks.com.

55. All construction activity must be performed and implemented in compliance with the requirements of the Ventura Countywide Stormwater Quality Management Program and the City's Municipal Stormwater Permit, Order R4 -2021-0105. This includes, but is not limited to, implementing the minimum set of Best Management Practices (BMPs) for all construction sites and minimum required BMPs for roadway paving or repair operations listed within Part VIII.G. of the City's Municipal Stormwater Permit.

56. The City Stormwater Division will be performing inspections of construction sites and/or critical sources per the requirements of the City's MS4 Permit. In order to defray the cost of these mandatory inspections, construction sites and/or critical sources are required to pay the applicable inspection fee established by City Council Resolution.

57. All onsite storm drain inlets, whether newly constructed or existing, must be labeled "Don't Dump - Drains to Creek" before occupancy in accordance with City requirements. The labels are to be provided by the City to the Applicant at cost; this does not in clude installation of the labels.

58. The use of architectural copper is prohibited and no architectural copper that is exposed to stormwater runoff must be used. This area drains to a watershed that has been listed by the State Water Resources Control Board as being impaired for copper per Los Angeles Regional Water Quality Control Board Resolution No. 2006-012.

59. All exterior metal building surfaces, including roofs, must be coated with rust -inhibitive paint to prevent corrosion and release of metal contaminants into the storm drain system prior to occupancy.

60. Certified full capture trash devices must be installed to address the trash total maximum daily load (TMDL) requirements imposed under Los Angeles Regional Water Quality Control Board Resolution No. 2007 -007 or the Statewide Trash Amendments adopted April 7, 2015. Contact the City's Stormwater Program Manager for a list of certified devices and more information. Existing storm drain inlets located within this project must be retrofitted to address the above trash policies.

61. Trash enclosures and/or recycling area(s) must include a lattice structure to cover the enclosure with a solid roof design below to direct stormwater away from entering the MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required enclosure. The roof must extend sufficiently outward in all directions so that wind -blown rain will not enter the interior of the storage area. All litter/waste material must be kept in leak-proof containers. Area(s) must be paved with impermeable material. No other area may drain onto these areas. The trash enclosure and/or recycling area(s) may not drain to the storm drain system or the sanitary sewer and all cleanups must be performed using dry cleanup methods. There must be no slope on the interior floo r of the enclosure and the waste handling area must be bermed to prevent run-on of stormwater. Post sign on trash enclosure informing users that hazardous materials are not to be disposed of therein.

Enclosures for air compressors must include a roof installation similar to trash enclosures, if feasible, to direct water from entering the enclosure.

62. Landscape areas must be designed and maintained with efficient irrigation to reduce runoff and promote surface filtration and minimize the use of fertilizers and pesticides which can contribute to urban runoff pollution.

63. Parking and associated drive areas with five or more spaces must be designed to minimize degradation of stormwater quality. BMPs, such as bioretention, bioswales, oil/water separators, sand filter basins or approved equals, must be installed to intercept and effectively prohibit pollutants from discharging to the storm drain system. The design of the BMP must be submitted to the City Engineer for review and approval before the City issues a grading permit.

64. The discharge from the car washing activities must be dealt with separately from any parking lot and/or site drainage. Accumulated wash water from car washing activities must not discharge to the storm drain system.

65. All material storage and handling areas, delivery areas/loading docks, and outdoor work areas must be covered, constructed on impermeable pavement, be designed to eliminate run-on from other areas, must be graded and constructed to prevent runoff from the area, and the development must be designed and constructed with no drain in this area. If these conditions cannot be met, BMPs such as oil/water separators, sand filters, and/or detention basins must be installed to treat all stormwater runoff before it is discharged to the storm drain system. If other areas drain onto the area, treatment for these areas must be included in the design of BMPs. The design must be submitted to the City Engineer for review and approval before the issuance of grading permit.

66. If applicable, wrecked vehicle storage areas must have all liquids and batteries removed from vehicles prior to storage. Removal must take place in a covered area with no direct connection to the storm drain system that is constructed on impermeable pavement and is graded or bermed to prevent runoff/run-on.

67. If applicable, fuel dispensing areas must be paved with Portland cement concrete or equivalent. The fuel dispensing area is defined as extending 6.5 feet from the corner of each fuel dispenser or the length at which the hose and nozzle assembly may be operated plus one (1) foot, whichever is less. The paving around the fuel dispensing area may exceed the minimum dimensions of the fuel dispensing area stated above. Asphalt sealant must be used to protect asphalt paved areas surrounding the fueling area. The fuel MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required dispensing area must be covered and the cover's minimum dimensions must be equal to or greater than the area within the grade break or the fuel dispensing area as defined above. The cover must not drain onto the fuel dispensing area. The fuel dispensing area must have a 2 percent to 4 percent slope to prevent ponding and must be separated from the rest of the site by a grade break that prevents run -on of stormwater to the extent practicable. The fueling area must be graded to drain toward a dead -end sump. Direct runoff from downspouts/roofs away from fueling areas. Do not locate storm drains in the immediate vicinity of the fueling area. An emergency storm drain seal must be provided, such as isolation valves, drain plugs, or drain covers to prevent spills or contaminated stormwater from entering the storm drainage system. Any contaminated stormwater and non -stormwater that accumulates in the containment areas and sumps with impervious surfaces must be disposed of in accordance with applicable laws and cannot be discharged directly to the storm drain or sanitary sewer system without the appropriate permit.

68. If applicable, food facilities must be designed with contained areas for cleaning mats, equipment and containers. This wash area must be inside, or covered and designed to prevent run-on or runoff from the area. The area may not discharge to the storm drain; indoor wash waters must drain through a grease interceptor to the sanitary sewer or be collected for ultimate disposal to the sanitary sewer or an authorized location (pumped/trucked offsite). Wash areas located outside must be covered and bermed; wash water must be collected and not allowed to drain to the storm drain system. Employees must be instructed and signs posted indicating that all washing activities be conducted in this area.

69. If applicable, decorative fountains or other water features must be designed with no connection to the storm drain system. Decorative fountains and lakes may be discharged to the storm drain system as long as the discharge meets the City's Municipal Stormwater Permit requirements.

70. Air-conditioning condensate flows must not discharge to the storm drain system. If air conditioning condensate is discharged to the storm drain system, then coverage must be obtained under the General NPDES Permit No. CAG994003, Discharges of Nonprocess Wastewater to Surface Water in Coastal Watershed of Los Angeles and Ventura Counties.

71. All property areas must be maintained free of litter/debris.

72. All onsite storm drains must be cleaned at least twice a year; once immediately before October 1 (the beginning of the rainy season), and once in January. Additional cleaning may be required by the City Engineer.

73. Private roads, sidewalks, and parking lots/drive -throughs must be maintained free of litter/debris. Sidewalks, parking lots and drive -throughs must be swept at least on a monthly basis, with a minimum of two (2) sweepings occurring during the month of October, prior to the beginning of the rainy season. Such sweepings must be a minimum two (2) weeks apart. When swept or washed, debris must be trapped and collected to prevent entry to the storm drain system. The applicant must provide a program for the MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required compliance with this requirement prior to issuance of zoning clearance.

74. Material storage areas, trash enclosures, waste handling areas, and/or outdoor fuel dispensing areas must be dry swept/cleaned at least on a monthly basis, with a minimum of two (2) sweepings occurring during the month of October, prior to the beginning of the rainy season. Such sweepings must be a minimum two (2) weeks apart. When swept, debris must be trapped and collected to prevent entry to the storm drain system. The facility must have a spill prevention, control and cleanup plan.

75. Any generator or tank enclosure areas must be paved with impermeable material. No other area must drain onto these areas. The enclosure area must not drain to the storm drain system or the sanitary sewer and all cleanups must be performed using dry cleanup methods. There must be no slope on the interior floor of the enclosure and the area must be bermed to prevent run-on of stormwater. The generator or tank must have adequate secondary containment to contain 110 percent of fuel or liquid in tank in event of a spill.

76. There must be no pressure washing of roofs, building surfaces, parking or loading areas, material and waste storage areas, or building site with discharges to the street, curb/gutter or storm drain, unless the City approves a collection system to keep water from entering the storm drain.

77. The owner is responsible for maintaining and operating all on-site private improvements.

The owner is responsible for submitting a stormwater quality mitigation device Maintenance Plan and is responsible for providing a Stormwater Treatment Device Access and Maintenance Agreement on t he form provided by the City for all post construction stormwater treatment devices, as required by the National Pollutant Discharge Elimination System (NPDES) Permit for Municipal Separate Storm Sewer System (MS4) Discharges within the Coastal Watersheds of Los Angeles and Ventura Counties, Permit No.

CAS004004, Board Order R4 -2021-0105. The agreement will be subject to the review and approval of the City Engineer and City Attorney. Before occupancy and acceptance of project improvements, the engineer must certify that the treatment device was constructed and installed in accordance with the approved plans using the City of Camarillo certification form.

78. If applicable, business owner must take out coverage under the State Water Resources Control Board's NPDES General Permit No. CAS000001 for Stormwater Discharges associated with Industrial Activities, Board Order No. 2014-0057-DWQ, prior to the issuance of a Business Tax Certificate in accordance with Senate Bill (SB) 205. This permit is required for operators of facilities that discharge stormwater associated with industrial activity, which includes manufacturing facilities, landfills, mining, steam generating electricity facilities, hazardous waste facilities, transportation facilities with vehicle maintenance, and recycling facilities. A copy of the Permit can be downloaded on the State Water Resources Control Board's website at http://www.waterboards.ca.gov/water_issues/programs/stormwater/industrial.shtml.

Contact City Stormwater Program Manager at 805-383-5659 for further information.

79. Project applicants can contact Jessica Ouellette, Stormwater Program Manager at 805 - MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required 383-5659, or [email protected] for questions or clarification on Stormwater comments.

WATER AND FIRE PROTECTION

80. ** The project is located within the Waterline Freeway Crossing at Well D (Tract 4690) Reimbursement District. Prior to issuance of grading permit, the applicant must pay to the city principal of $11,766.50, plus interest, based on City of Camarillo Resolution No. 98 - 94 and Agreement No. 98-27.

81. The applicant must comply with the Water Conservation Measures per City of Camarillo Municipal Code Chapter 14.12, and any related Urgency Ordinances. The project must comply with any State regulations that prohibit the use of potable water for irrigation of non-functional turf.

82. Before the City issues the grading permit and before the City issues a water will serve letter, the applicant must submit plans to the Department of Public Works for review and approval demonstrating how the project complies with Water Division Standard Specifications and the plans must address any prior comments provided. All existing easements and proposed easements are required to be shown on plans, and no vertical structures can be installed within easements owned by the City or other agencies.

83. The applicant must abide by City Resolution No. 2016-90 regarding the Water Demand Offset Program:
a. A Water Demand Credit Requirement amount of $970,750.00 was paid by Springville, LLC to the City on December 19, 2017 for 110 acre -feet per year of water for APN’s: 230 -0-010-345, -390, -400, -415, -425, -430, and -440 affiliated with the project. The Prel iminary Water Supply Study dated December 3, 2025 noted project water demands are not anticipated to exceed 110 acre-feet per year.

If the project estimated water use is above 110 acre -feet per year, the applicant must provide a Water Demand Offset for the net increase in water use above 110 acre-feet per year.

b. Before the City issues the grading permit the applicant must submit to the Department of Public Works for review and approval a Water Supply Study (WSS) that will build upon the Preliminary Water Supply Study the applicant already submitted, addressing any new project information, and provides updated water demand estimate. If a Water Demand Offset is required, due to estimated water use exceeding 110 acre-feet per year, the WSS must identify the specific projects or sources of water to offset the project’s increased water use. c. Any agreements between the applicant and outside businesses or agencies used to achieve the Water Demand Offset must be fully executed before a grading permit or will service letter will be issued. Before the City issues any building permits, the applicant must submit to the Department of Public Works the approved measures to achieve the Water Demand Offset Requirement are 100% MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required operational, and provide the specified water reductions to be reviewed and verified by the Department of Public Works.

84. ** Before the city issues a grading permit, the applicant must submit to the city written notice or permit from United Water Conservation District for modification and/or construction over and adjacent to their existing waterline located within the project boundaries, in a manner acceptable to the Department of Public Works.

85. ** The applicant must protect in place the existing United Water Conservation District waterlines within and adjacent to the project boundaries. No stockpiles will be permitted to be placed on these waterlines or within the easements of these waterlines.

The applicant must coordinate the design and construction of the d evelopment with the United Water Conservation District.

86. ** The applicant must coordinate with the Department of Public Works and United Water Conservation District to protect existing control point locations, as well as, to install control points for the existing water facilities.

87. Prior to installation of any water system components outside of any building footprint(s), the applicant must notify the City of Public Works Water Division for approval to begin construction.

88. Any water well(s) located on such property must be indicated on improvement plans.

Applicant must submit pumping performance and well history to the city. Such water well(s) must be offered to the city. If the water quality or location of the well(s) is such that the city deems the well(s) unusable, the well(s) must be destroyed according to CMC Chapter 14.08 or, at the city’s discretion, security of an amount equal to the charges of such destruction must be placed with the city to insure proper destruction of the well(s) at a future date. (CS)

89. The applicant must design the landscape irrigation system separate from the domestic system and have a landscape irrigation meter.

90. Before project approval in the City Water Division service area, the applicant must comply with all requirements as set forth in the city ordinances and standards. All water system facilities and/or appurtenances must be approved by the City Engineer. (CS)

91. ** Waterlines installed as part of the development are privately maintained. If any portion of waterline or other water infrastructure installed is City -maintained located within the development, the applicant must submit deed, legal description and sketch for a minimum 20-foot-wide easement for access and maintenance as designated by the Department of Public Works.

92. ** The applicant must submit deed, legal description and sketch for dedication of an easement for water meter and access purposes to the City of Camarillo for access to the water meters to be located on the future pads and buildings, in a manner satisfactory to the Department of Public Works. The easement must be the width of the drive aisles, MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required where applicable.

93. The applicant must submit deed and legal description for the dedication of any water rights associated with this project.

94. Before the city issues the grading permit, the applicant must furnish to the city a completed Groundwater Allocation Transfer Authorization form as issued by the city in accordance with the Fox Canyon Groundwater Management Agency (GMA) Ordinance 8, Chapter

5.0, Section 5.3.
a. The historical groundwater allocation that was extracted and applied to such property for the purpose of agricultural irrigation will be transferred from the agricultural facility(s) supplying that property to the City of Camarillo. b. If an extraction facility(s) supplied the historical allocation to a greater acreage than the amount of property to be developed, the allocation to be transferred will be prorated proportionately.

95. Prior to occupancy, the applicant must get approval by Public Works Water Division for new backflow prevention control devices installed or show certification of existing devices to ensure they meet State regulations.

96. In order to provide for reasonable fire protection during the construction period, the applicant must maintain passable vehicular access to all buildings. Adequate fire hydrants with required fire flow must be installed before structural framing as recommended by the Fire Department and Camarillo Water Division.

97. The developer must provide the necessary backflow prevention control devices as required by the Ventura County Department of Environmental Health or certify existing devices to ensure they’re in compliance .

98. ** The developer must design the landscape irrigation system separate from the domestic system and have a landscape irrigation meter.

SANITARY

99. Before the City issues the grading permit and before the Camarillo Sanitary District issues a sewer will serve letter, the applicant must submit plans to the Department of Public Works for review and approval demonstrating how the project complies with the Camarillo Sanitary District Standard Specifications, the Camarillo Sanitary District Operations Code including any applicable limits noted in the Industrial Waste Supplement and the plans must address any prior comments provided.
100. * The method of sewage and waste disposal must be by means of a private community disposal system. Sewerage system design, including connections to the Camarillo Sanitary District (District) system, must be submitted to the District for approval. 101. ** Camarillo Community Facilities District Number 1:

MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required a. The applicant must submit documents and fees (including buy -in fees) to annex the project site to the Camarillo Community Facilities District Number 1 (CFD No. 1). CFD No. 1 provides for certain sewer improvements already constructed and proposed storm drain and bridge improvements to be constructed. b. The applicant must submit to the City Engineer as application with fees to apportion special assessment.
102. Before the City issues the grading permit and before the Camarillo Sanitary District issues a sewer will serve letter, the applicant must submit plans and other information as necessary to the Department of Public Works for review and approval demonstrating that:
a. Any proposed sewer laterals from the development to Camarillo Sanitary District sewer mains must be at 2% minimum slope, and connections to sewer manholes must be "crown to crown" as required in the Camarillo Sanitary District Standard Specifications.
b. On-site sewer collection pipelines must be at 2% minimum. Alternatively, compliance can be achieved using the California Plumbing Code for minimum slope required AND meet minimum velocity of 2 feet per second average dry weather flow. Compliance can be achieved if the proposed on-site sewer collection pipelines operate from gravity flow, or operate utilizing a proposed sewer lift station. If a sewer lift station is proposed, the design must be performed by the applicant for approval by the Department of Public Works, and the facility must be owned, installed, operated, and maintained by the applicant or future owner(s), and a maintenance agreement will be required prior to issuance of occupancy. 103. Prior to obtaining occupancy, or prior to installing paving or hardscape over the sewer collection pipelines, whichever occurs first, the applicant must perform a CCTV inspection of on -site sewer collection pipelines and demonstrate for Camarillo Sanitary District approval the system complies with project requirements and performs adequately. 104. Prior to obtaining occupancy, the applicant must install sewer manhole lining on proposed and existing manholes in accordance with Camarillo Sanitary District standards. 105. Before the City issues the grading permit, and before the City issues a sewer will serve letter, the applicant must provide a Sewer Study for review and approval by the Department of Public Works that updates or confirms information already supplied in the Preliminary Sewer Study
106. ** Before the city issues a zone clearance for any restaurants, cafeterias or any food service facilities and before the Camarillo Sanitary District (District) issues a sewer will serve letter, the applicant must submit plans for review and approval of the sizing requirements for a grease interceptor by the Camarillo Sanitary Distri ct (District). No certificate of occupancy must be issued until the approved grease interceptor has been installed and inspected by the District. The applicant and/or property manager must inform future tenants of this requirement.

MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required 107. Before the city issues any zone clearance for any building, the applicant must construct sewer monitoring wells of a design approved by the Camarillo Sanitary District (District) to facilitate the inspection, sampling and flow measurements by District personnel. The wells must be located in a manner that will provide unrestricted access for District personnel. 108. The applicant must provide the city with an unconditional sanitary will -serve letter conforming to Administrative Policy and Procedures No. 8.4 from the Camarillo Sanitary District indicating that adequate sewer conveyance and treatment capacity is available to service the proposed application.

UTILITIES
109. All utility lines and stub connections to property lines of each lot must be installed underground before any paving is placed.
110. The applicant must underground new utilities in the following manner: (CS) a. The applicant must contact the Southern California Edison Company, Verizon Communications (telephone), and Time Warner Cable to make a determination of the requirement for the aboveground structures necessary to serve and to be constructed for this project.
b. The applicant must provide easements for these structures outside of the public right-of-way and must provide screening for these structures. The location and screening must be subject to the approval by the City Engineer and the Director of Community Development.

111. * Non-interference and Encroachment:
a. The applicant must obtain a letter of non-interference from each and every public entity and/or public utility stating that the development of the property will not unreasonably interfere with the free and complete exercise of the public entity’s or public utility’s right-of-way or easement. This includes, but is not limited to, SCE, The Gas Company and United Water.
b. Applicant must obtain all necessary encroachment permits before project approval.

This must include, without limitation, Southern California Edison Company, Southern California Gas Company, Verizon Communications (telephone), Time Warner Cable, Ventura County Watershed Protection District, United Water and Caltrans.
112. The applicant must provide trenching for conduit and miscellaneous substructures necessary for the installation of cable television and electronic gear. 113. Before the City issues the grading permit, the applicant must design and, before zone clearance, install transformer pads/cabinets/vaults such that their locations do not interfere with other improvements. Coordinate locations of transformers with Southern California MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required Edison Company, Department of Public Works and Department of Community Development.

FLOOD CONTROL
114. Before the city issues a grading permit, the applicant must obtain an encroachment permit and any other necessary permit from the Ventura County Watershed Protection District (VCWPD) for any activity (i.e., connections) involving the Camarillo Hills Drain. Any improvements of storm drain facilities within these areas must be constructed in accordance with VCWPD standards.

MISCELLANEOUS
115. The development will be subject to the subdivision requirements of CMC Title 18. 116. The applicant must form an Owners’ Association (OA) or other approved program approved by the city and City Attorney to be recorded to provide maintenance of the common areas, driveways, slopes, parkways, landscaping, sewer, water, storm drain and BMP’s.
117. The Bridge Policy (CMC §§ 18.70.020 and 18.75.050) must be complied with and bridge construction fees must be paid.

Fees imposed pursuant to this condition are for the purpose of funding nine bridges listed in Resolution No. 2000-43. The amount of fees which the applicant must pay pursuant to this condition is the applicant’s proportionate share of the acreage of the applicant’s property in relation to the estimated construction costs of the bridges as more fully set forth in Resolution No. 2000-43.

118. No permanent building construction may be commenced until the Public Works Department approves final grading and improvement plans, the Community Development Department issues a zone clearance, and the Department of Building and Safety issues a building permit.
119. All persons doing business in the city in connection with the project must have a current Business License Tax Certificate before commencing construction. 120. Before the city issues a grading permit, the applicant must submit to the city improvement plans, grading plan, and erosion control plan for the development. These plans must include proposed street improvements, proposed drainage facilities and structures as required by the city, sewer or disposal system, a plan of the water supply system, and a plan showing the layout of all underground utilities proposed to be installed. The project agreements, securities, and documents may not be approved by the City Co uncil unless said improvement plans, grading plans, and erosion control plan have been approved by the City Engineer.
121. All improvement and grading plans must be on 24” x 36” drawing size. Originals must be MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required inked on 4 mil Mylar. No “cut and paste,” “sticky -backs,” “zip -a-tone,” “kroy lettering,” or other tape will be permitted on final originals. 122. There must be no burning or burying of materials at any time during the development or agricultural burning before development.
123. The conditions of approval of this project will supersede all conflicting notations, specifications, dimensions, typical sections, and the like, which may be shown on tentative project plans.
124. All ordinances, policy resolutions and standards of the city in effect at the time of approval of this project must be complied with as a condition of this approval. This condition will not apply to the amount of fees to be paid.
125. * The amount of fees to be paid will be those in effect at the actual time of payment of such fees.
a. All fees must be paid before the City issues Public Works permits or approves the tract map, as designated by the Department of Public Works, such as, but not limited to, the following:
i. Grading Permit
ii. Plan Check Fees (Balance)
iii. Construction Inspection (Grading, Improvements, Sewer, Water) iv. Bridge Policy
v. Water Fees

vi. Sewer Fees
b. All other fees as required by law, City Council agreement, or as determined by the Department of Public Works, such as, but not limited to, the following:
i. Traffic Mitigation Fee
ii. Springville Interchange Benefit Area (SIBA)
iii. Camarillo Facilities District No. 1.
126. Any deposit or security required by any ordinance, resolution, policy or condition must be delivered to the city in a form acceptable to the city. 127. The applicant must make appointments with the Public Works Administrator to review and submit agreements, securities, and documents of the project to determine eligibility to be placed on the City Council agenda. All required agreements, securities, documents and MS - Maintenance Security Required
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* - Project Condition Modified CS - City Security Required ** - New Condition SS - Sanitary Security Required
MC - Mitigation Condition GS - Grading Security Required fees must be submitted a minimum of twenty -one (21) working days before the City Council meeting.
128. The city will not issue final acceptance, or any other final clearance needed until all other conditions are met.
129. No parking space may be located within ten feet of vehicular entrance to the property. All areas shown as parking areas must be surfaced with asphaltic concrete in accordance with City Standards and must be suitably marked, outlining individual parking spaces and traffic flow.
130. Responsibility:
a. Before commencing work, the applicant must designate in writing an authorized representative with complete authority to represent and act for the applicant. Said representative must be present at the site of the work at all times while work is actually in progress. During periods when work is suspended, arrangements acceptable to the City Engineer must be made for any emergency work which may be required.
b. In the absence of the applicant and the applicant’s authorized representative from the project site, required decisions will be made by the City Engineer. If warranted, the City Engineer will order completion of work to protect the general public. If said orders are not acted upon immediately, the city may complete the work or have said work completed at the applicant’s expense.
c. The applicant must be responsible for all actions of his contractors and subcontractors until the improvements have been approved and accepted by the City Council.

131. The installation of irrigation systems, including automatic controls, meters, and appurtenances for all publicly-maintained slopes, parkways, and medians to be planted, is required. (CS,GS)
132. There will be no ingresses or egresses to the property except for those shown on the plot plan labeled Exhibit A, and as approved by this development permit, to wit: IPD- 412M(1).

Any entrance must be surfaced and improved as to include necessary paveout to join existing pavement as required and in accordance with City Standards. 133. Applicant must submit design and calculations and obtain permit and inspection for all development perimeter and retaining walls from the Department of Building and Safety. (CS)
134. Before commencing work, the applicant must schedule a pre -job meeting with the city public works inspector, storm water inspector, sanitary sewer inspector and landscape supervisor.

(IPD 412M1) – 03/11/2026 Page 23
Darren Embry EXHIBIT E
Southwest Springville Drive
Reference: IPD-412M(1)
March 11, 2026

General Conditions Applicable to All Entitlements
Fire Protection
Compliance
135. Prior to building permits obtain Fire District plan review clearance for each phase/building and submit all required district forms, plan sets, and associated fees. 136. Prior to occupancy obtain all required operational Fire Code permits and final inspection on said permits as applicable to the use/tenant.

Access Road
137. Prior to grading permit, design and have approved, the fire apparatus access road geometry and clearances based on the following requirements. • Design fire apparatus access roads to meet Fire District standards:
▪ Two-way, 24-foot unobstructed width.
▪ Maximum grade of 10%.
▪ Vertical curve transitions cannot exceed 6% elevation change within any 10-foot section.
▪ Road section must comply with Camarillo public road standard. ▪ Certified as an “all-weather” road.
▪ 40-foot centerline turning radius at all turns.
• Provide minimum vertical clearance of 13 feet 6 inches along required fire apparatus access routes.
138. Prior to grading permit, design and access gates so vehicles queue entirely on- site and do not block or spill back onto public streets or required access routes. • Gates must provide Fire District-approved emergency access features (e.g., Knox device/override, opening width, and power-failure operation/battery backup) as required.
• Obtain Fire District final acceptance inspection prior to placing any gate into service. 139. Prior to combustible construction, and continuing throughout construction:
• Provide an approved, paved all-weather fire apparatus access road/driveway capable of supporting a 20-ton Fire District vehicle (or as otherwise required by the Fire District).
• Install required utilities within the access road footprint and complete the first lift of pavement (or equivalent) prior to combustible construction, as required by the Fire District.
• Maintain the required clear width for fire apparatus access at all times during construction and keep access routes free of obstructions. (IPD 412M1) – 03/11/2026 Page 24
Fire Lanes
140. Prior to grading permit design and construct:
• A minimum 24-foot clear width fire lane for required fire apparatus access serving buildings that are two stories or less, unless otherwise required by the Fire District. • For any building exceeding a footprint of 50,000 square feet, provide fire apparatus access along a minimum of two sides as required by the Fire District; the required sides must be identified and dimensioned on the fire access plan prior to issuance of building permits for that building.
• A minimum 30-foot clear width (aerial apparatus access) where required for buildings, or portions of buildings, with perimeter eave lines exceeding 30 feet.

Parking is prohibited within the required aerial access width. • This condition is intended to supersede any inconsistent fire apparatus access width requirement contained in prior approvals for the Project Site; final determinations will be made by the Fire District during plan review.
• Final access widths and locations are subject to Fire District review and approval. 141. Prior to Building Permits Submit fire lane plan(s) for Fire District review and approval showing the location and dimensions of all required fire lanes and fire apparatus access routes (including within recorded access easements where required). 142. Maintain fire lanes and apparatus access routes must remain unobstructed at all times for the life of the project.
143. Prior to occupancy, install approved fire lane markings and signage (e.g., “NO PARKING – FIRE LANE – TOW AWAY”) consistent with Fire District standards and California Vehicle Code.

Hydrants & Water Supply
144. Prior to Building Permit prepare a hydrant design to VCFD standards. • Fire hydrants must conform to the applicable water purveyor standards and Fire District requirements, including hydrant type (e.g., wet barrel), outlet sizes/configuration, and installation details.
• Each hydrant must be a 6-inch wet barrel design and must have (1) 4-inch and (2) 2½-inch outlets.
• The required fire flow must be achieved at no less than 20-psi residual pressure. • Fire hydrants must be spaced 300 feet on center and so located that no structure will be farther than 150 feet from any one hydrant.
• Fire hydrants must be set back in from the curb face 24 inches on center. • No obstructions, including walls, trees, light and signposts, or meters, must be placed within three (3) feet of any hydrant.
• A concrete pad must be installed surrounding the hydrant a minimum of 18 inches from the outside diameter of the fire hydrant.
• Ground clearance to the lowest operating nut must be between 18 to 24 inches. (IPD 412M1) – 03/11/2026 Page 25
145. Prior to Building Permits submit a fire hydrant plan to the Fire District showing existing hydrants within 500 feet of the project and the proposed hydrant locations, types, and outlet configuration, as required.
• Submit plans for private fire water systems (including fire lines and appurtenances not within a water purveyor easement) to the Fire District for review and approval and pay applicable fees.
• The hydrant plan must demonstrate hydrant coverage, spacing, and fire flow compliance to the satisfaction of the Fire District; any inconsistent hydrant spacing references in prior approvals are superseded by this condition. 146. Prior to Building Permits, provide documentation acceptable to the Fire District and water purveyor, demonstrating that required fire flow volume, duration, and residual pressure can be provided to serve the development.
147. Prior to Combustible Construction:
• Install all required fire hydrants and place them in service at Fire District-approved locations prior to combustible construction.
• Maintain required clearances around hydrants and provide required hydrant markers or pads where applicable.
148. Prior to occupancy of any structure, blue reflective hydrant location markers must be placed on the access roads in accordance with Fire District standards. If the final asphalt cap is not in place at the time of occupancy, hydrant location markers must still be installed and must be replaced when the final asphalt cap is completed.

Sprinkler and Alarms
149. Prior to Building Permit design and submit for approval the Fire Sprinkler and Fire Alarm Systems.
• Automatic fire sprinkler systems and fire alarm systems are required in accordance with codes and Fire District standards that are in effect at the time of building permit application.
150. Prior to Occupancy complete required acceptance testing and obtain Fire District final approval.

Other Fire
151. Prior to Building Permit, show combustible storage and refuse enclosures on plan sets meeting Fire District separation, access, and construction requirements, and obtain Fire District approval.
152. Comply with any additional Fire District requirements identified during plan check and inspections.
153. Prior to Occupancy building address numbers must be installed to the following standards.
• A minimum of ten inches (10") high.
• Contrasting color to the background.
• Readily visible at night.
(IPD 412M1) – 03/11/2026 Page 26
• No brass or gold plated numbers.
• Where structures are set back more than 150 feet from the street, larger numbers will be required so that they are distinguishable from the street. In the event a structure(s) is not visible from the street, the address number(s) must be posted adjacent to the driveway entrance on an elevated post.
• Individual unit numbers must be a minimum of 4 inches in height and must be posted at the front and rear entrances to each unit.
• Additional address directional signs may be required at common building entrances and stairways.

United Water
154. The Proposed Project increases the grade above the 54” pipeline by up to 6 feet as shown in the water pipeline profile plan submitted to the District on November 25, 2025. This will increase loading on the 54” pipe. The Developer must confirm the final grade above the pipeline and provide calculations signed by a licensed Civil Engineer demonstrating that the existing pipeline can withstand the additional load.
155. The developer must ensure that construction loads do not exceed the capacity of the 54” pipeline. No stockpiles or staging of the equipment or materials is allowed within the district’s easement, in accordance with the easement agreement, to prevent inducing loads to the underground infrastructure. During construction, the area of concern must be clearly marked to protect the below-grade pipelines.
156. The Developer must fund both a pre -condition assessment and post -condition assessment of the 54” pipeline to verify no damage was caused by construction. 157. To reduce impacts on future repairs or replacement of the 54” pipeline, the site design must limit, to the maximum extent practicable, infrastructure above or within the district’s easement in accordance with said easement. The district reserves the right to remove any infrastructure from its easement that was not previously approved as required by the easement agreement.
158. All the district’s appurtenances must be located, protected in place, and refurbished to grade. Full access to and use of the district’s blow-off must be maintained, including the ability to stage a trailer mounted pump and means to discharge to the storm drain in the vicinity of the blow-off. The district further requests the opportunity to review the civil plans incorporating the requested measures.
159. No trees will be planted within the district’s easement or in the vicinity of the easement, in accordance with the easement agreement, due to the risk of underground root growth damaging the 54” Pipeline. A landscape plan showing all proposed irrigation and planting must be provided to the district for review and acceptance. 160. There is an access hatch beneath the pavement surface within West Ventura Boulevard within the area impacted by the Reduced Project. As part of the offsite improvement activities, the access hatch must be refurbished to grade with a manhole frame and cover allowing future access to the hatch without excavating the roadway. (IPD 412M1) – 03/11/2026 Page 27

PLANNING
161. The Applicant, by acceptance of the approval of this, Modification to Planned Development Permit (IPD-412M1), agrees to indemnify, defend, and hold the City harmless from and against any and all liabilities, claims, actions, causes of action, proceedings, suits, damages, judgments, liens, levies, costs, and expenses of whatever nature, including reasonable attorney fees and disbursements (collectively, “Claims”), which the City may suffer or incur, or to which the City may become subject by reason of, or arising out of, the City’s approval of this project, or the activities undertaken by the Applicant under this permit and any related project approvals. If any Claim is brought against the City by legal action or otherwise, Applicant agrees to defend the City at the City’s request and with counsel satisfactory to the City. For the purposes of this section, “City” includes the City of Camarillo’s officials, officers, employees, and agents. 162. The Applicant, as a condition of issuing this permit, agrees to pay all legal and expert fees and expenses of the City in defending any legal action brought against the City, other than one by the Applicant, challenging the issuance of the permit, or any action or failure to act by the City relating to the environmental review process pursuant to the California Environmental Quality Act. In the event such a legal action is filed against the City, City must estimate its expenses for the litigation, and Applicant must deposit said amount with the City, or enter into an agreement with the City, to pay such expenses, as they become due.
163. The Applicant must reimburse the City for all attorneys’ fees expended by the City, which are directly related to the processing of this development/project. No Certificate of Occupancy or other final occupancy approval must be given until the attorneys’ fees billed to date have been paid.
164. The Applicant must sign all necessary documents for conditions that are required to be recorded and run with the land.
165. The Applicant must sign a statement that he is aware of the existence of the airport and will not oppose, or object to, normal airport operation noise now and in the future. This statement must be recorded and must run with the land.
166. All approved conditions for Tract 6123 apply to this permit. 167. Common access ways with adjoining parcels must be provided with appropriate agreements implementing this condition, to be recorded and run with the land, must name the City as a party, and must be subject to the approval of the Community Development Director, or designee and the City Attorney.
168. The Applicant must provide a draft of the utilities and access/egress easements for the properties to Community Development for review and approval by the Director and the City Attorney.
169. The Applicant must sign an agreement indicating that any electromagnetic disturbance that causes interference with radio transmission, aircraft, instruments, navigational aids, or other electromagnetic receptors, must be modified, or abated upon, the written request of the Camarillo Airport Authority.
(IPD 412M1) – 03/11/2026 Page 28
170. The Director of Community Development may approve minor changes, but substantial changes require the filing of a modification application to be considered by the Planning Commission in accordance with CMC 19.68. Additions, changes, exterior modifications, rooftop equipment, storage, or equipment enclosures may be built only after receiving Department of Community Development approval and appropriate permits. 171. All proposed plant materials within landscaped areas adjacent to parking lots and pedestrian pathways must be selected and maintained to not exceed a mature height of 3 to 4 feet above finished grade. A minimum of 50% of the plantings must consist of species that do not exceed 2 feet in height at maturity to ensure clear visibility across the site and to discourage concealment opportunities.
172. All trees on site must be maintained to provide a minimum canopy clearance of 6 feet above finished grade. This clearance must be maintained at all times to preserve visibility throughout the site and to support public safety and crime deterrence. 173. If an alarm system is used, it must be wired to all exterior doors and windows, and to any roof vents or other roof openings, where access may be made. 174. During all phases of construction, the Applicant, to comply with CalGreen Pt. II, must make recycling bins available. Bins must be labeled as to specific material or "mixed material." Workers must be informed of the waste handling plan and must comply. Upon request by any City agent, the Applicant must allow access to the bins and records. 65 percent of all non-hazardous construction materials must be diverted from landfills. 175. During all phases of construction, operations must conform to the requirements of their emissions permit as required per the Ventura County Air Pollution Control District Rulebook. Upon request by any City or County agent, the Applicant must allow access to the equipment and the associated maintenance records. Records must be maintained on site for all equipment.
176. That, if archaeological or historical artifacts are uncovered during land modification activities, the site must be preserved until a qualified Archaeologist is consulted for proper disposition of site and a concurrence received from the Department of Public Works/Engineering and the Department of Community Development. 177. All persons doing business in the City of Camarillo in connection with the project must have a current Business Tax Certificate prior to commencing construction. 178. The Applicant must obtain appropriate permits from Community Development, Public Works/Land Development Division, and Building and Safety. Additional information and fees may be required from these departments, including traffic studies or fees, soils reports, geologic studies, grading plans, utilities, encroachment permit, and building code requirements. The building plans will also be coordinated with other governmental agencies (i.e., fire, water, environmental health, etc.). It is the Applicant’s responsibility to ensure that all City of Camarillo and interested parties’ requirements have been met. 179. All detailing of automobiles must be conducted within the buildings. Detailing activities include the buffing and polishing of automobiles, cleaning of engines, excluding the drying of automobiles, which is part of the normal car wash operation. (IPD 412M1) – 03/11/2026 Page 29
180. The electrical and communications plan showing transformer locations, communications lines, and vaults must be submitted to the Community Development Director. 181. The plans submitted for plan check must include all the details as described in the Plan Review Checklist.
182. The Applicant must have all conditions of approval reproduced and incorporated into the building plans submitted for plan check.
183. The Applicant must submit a Zone Clearance for review and approval by the Departments of Community Development and Public Works for any temporary construction trailer, sales office, or temporary power poles.
184. The Applicant will submit to the Director of Community Development for review and approval, a program based on the recommendations provided by Rincon Consultants for evaluating the project site for potential human remains or items of archeological significance.
185. The Mitigation Monitoring Report of the Addendums and the Final SEIR, 2014-08 are applicable as mitigation conditions of the Reduced Project (IPD-412M1). 186. The project must comply with the requirements of the Airport North Specific Plan and the LM Zone.
187. The Applicant must comply with any water conservation requirements established by Ordinance or otherwise of the City of Camarillo or applicable water agency that are in effect at the time of application for a building permit. CMC Chapter 14.12 188. Site preparation and construction activities must be limited to between the hours of 7 a.m. and 7 p.m., and not on Sundays or holidays. CMC §10.34.120.E. 189. The use must be inaugurated, or construction commenced and diligently pursued not later than twenty-four (24) months from the date of entitlement after which entitlement will automatically expire. However, if there have been no changes in the proposed plot plan or adjacent area, at the discretion of the Community Development Director, or designee may grant additional time extensions for use inauguration.
190. The Applicant must notify the Community Development Director of any transfer of the use to another similar user.
191. All uses must be submitted for review with approval by the Community Development Director, or designee to ensure conformance with the provisions of the ANSP and the LM Zone and the performance standards contained within the Zoning Ordinance, as per Chapter 19.54. Additional conditions may be added to any use to mitigate any inherent objectionable operating characteristics.
192. Additions, changes, exterior modifications, rooftop equipment, storage, or equipment enclosures may be built only after receiving Department of Community Development approval and appropriate permits.
193. At seventy-five percent (75%) buildout of the Envision Auto Center and Industrial Park, and prior to issuance of Certificates of Occupancy for the remainder of the project, the Developer must either:
(IPD 412M1) – 03/11/2026 Page 30
a. Provide a performance bond, letter of credit, or other financial security acceptable to the City guaranteeing construction of the improvements; or b. Pay an in-lieu contribution in an amount approved by the City to fund construction of the improvements.

The form of compliance must be as approved by the Public Works Director, in coordination with the local transit provider.

The required bond, security, or in-lieu contribution amount must be based on an engineer’s cost estimate prepared or approved by the City and must include an escalation factor to account for inflation from the date of estimate to the date of construction or payment.

The location, design, and scope of the transit improvements must be determined by the Public Works Director in coordination with the local transit provider, and the location selected must reasonably serve and support access for employees and visitors of the Envision Auto Center and Industrial Park. The improvements must include appropriate furnishings and accessibility features consistent with City standards and applicable ADA requirements.

This condition is required due to the increase in employment and trip generation associated with the development and is intended to support Transportation Demand Management (TDM) strategies and reduce vehicle miles traveled (VMT) consistent with CEQA and City mobility policies.
194. The location of all buildings, fences, roadways, parking areas, landscape and other facilities or features must be substantially as shown on the plans labeled, Exhibits “B,” and in conformance with the conditions labeled, Exhibit “E”. 195. All temporary and permanent signage must be submitted under a sign permit for review and approval by the Department of Community Development prior to issuance of a building permit. All signage must comply with the requirements of the Camarillo Municipal Code.
196. There must be no outdoor storage, sales, or displays per the LM Zone except for vehicles being offered for sale by authorized factory franchises. 197. All approved landscaping and irrigation systems located on private property and within the public right-of-way parkways adjacent to the Envision Auto Center and Industrial Park must be maintained in perpetuity in a healthy, orderly, and aesthetically pleasing condition in accordance with the approved landscape plans. This maintenance requirement does not apply to landscaping located within medians. The Applicant must provide a landscape maintenance program, either within the landscape plans or as a separate document, for review and approval by the Community Development Director and the City’s Landscape Consultant.
198. The Applicant must regularly and promptly remove any and all graffiti from the Property, must maintain exteriors in a clean and attractive condition, and must maintain all landscaping required for the Project in a healthy, orderly, and aesthetically-pleasing condition. In instances where the Community Development Director, or designee, determines that a violation of this condition exists, and upon notice to the Applicant, the (IPD 412M1) – 03/11/2026 Page 31
Applicant must act promptly to correct the condition, in accordance with the direction of the Community Development Director, or designee.

Prior to grading
199. The Applicant must submit a phasing plan for review and approval by the Community Development Director if phasing is proposed. The construction phasing plan must include a site plan with each phase clearly delineated and a narrative describing the phases. 200. The Applicant must submit artwork for review. This condition may be phased. 201. The Applicant must submit and have approved, by the Director of Community Development and Camarillo Police Department, a photometric lighting and security plan that complies with the Camarillo Lighting Ordinance, CMC 19.47 and security best practices.
202. Private Property Landscape Plan Submittal - Prior to issuance of any grading permit, the Applicant must submit a detailed landscape plan, irrigation plan, and specifications prepared by a registered Architect or registered Landscape Architect for all landscaped areas located on private property, including but not limited to green common areas, required street trees located on private property, and any public or semi-public landscaped areas within the development. The plans must:
a. Include an automatic irrigation system with moisture sensors and automatic rain shut- off devices;
b. Utilize drought-resistant plant materials appropriate to site conditions; c. Consider eventual plant size, spread, durability, and adaptability to local soil and climate;
d. Comply with the Airport North Specific Plan (ANSP);
e. Include all required items from the City’s landscape plan checklist.

All applicable landscape plan check and inspection fees must be paid at the time of submittal. This requirement may be phased.
203. Right-of-way Landscape Plan Submittal - Prior to issuance of any grading permit, the Applicant must submit a detailed landscape plan, irrigation plan, and specifications prepared by a registered Architect or registered Landscape Architect for all landscaped areas located within the public right-of-way, including but not limited to parkways, medians, and streetscape improvements within adjacent rights-of-way. The plans must:
a. Include an automatic irrigation system with moisture sensors and automatic rain shut- off devices;
b. Utilize drought-resistant plant materials appropriate to site conditions; c. Consider eventual plant size, spread, durability, and adaptability to local soil and climate;
d. Comply with the Airport North Specific Plan (ANSP);
e. Include all required items from the City’s landscape plan checklist.

All applicable landscape plan check and inspection fees must be paid at the time of submittal. This requirement may be phased.
(IPD 412M1) – 03/11/2026 Page 32
204. The Applicant must provide a copy of the recorded utilities and access/egress easements for the properties to Community Development.
205. A six-foot-high (6’) chain link fence with mesh screen must be erected around the site during the construction phase.
206. Construction equipment, tools, etc., must be properly secured during non-working hours. 207. BIO-1 - No more than 30 days before the commencement of grading and construction activities on the project site, a qualified biologist must conduct a pre-construction survey for resident burrowing owls If work is delayed more than 30 days after the initial survey, the area must be resurveyed. A report describing the results of the survey must be provided to the Department of Community Development to satisfy this condition. See MMRP for details.
208. Cultural Preservation - The applicant will submit to the Director of Community Development for review and approval, a program based on the recommendations provided by Rincon Consultants for evaluating the project site for potential human remains or items of archeological significance. Before the grading permit is issued the program must be approved by the Director and any initial studies or analysis required by said program before ground disturbance must be completed.

Prior to Building Permits
209. Prior to issuance of the first building permit for the Envision Auto Center and Industrial Park, the Applicant must prepare draft Covenants, Conditions and Restrictions (CC&Rs) for a Commercial Owner’s Association applicable to the entire development and must submit the draft CC&Rs to the Community Development Director and the City Attorney for review and approval. The Applicant must pay all costs necessary for the City’s review of the draft CC&Rs. All revisions to the CC&Rs must be highlighted or otherwise clearly marked on subsequent submittals.
210. The Applicant must submit a Construction and Demolition Materials Management Plan Estimate to the Building and Safety Division for recycling of waste materials consistent with CalGreen Building Code Part II of Title 24 California Code of Regulations. The Construction and Demolition Materials Management Plan Estimate must include estimated quantities for each type of material to be diverted or landfilled. The instructions and forms can be found on the City’s website.
211. The Applicant must confirm that all previously provided and approved materials will still be used and if necessary, provide an updated materials sample board that substantially conforms to the approved materials.
212. The Applicant must submit a comprehensive sign program to the Community Development Director for approval of a uniform sign arrangement and design throughout the project. 213. Private Property Landscape Plan Approval - Prior to issuance of the first building permit for any phase of development, the private property landscape and irrigation plans must be approved by the Community Development Director and the City’s Landscape Consultant.

This condition may be phased.
214. Private Property Landscape Plan Approval - Prior to issuance of the first building permit for any phase of development, all landscape and irrigation plans within the public right-of- (IPD 412M1) – 03/11/2026 Page 33
way must be approved by Community Development and the Public Works Department, Streets Division. This condition may be phased.
215. The Applicant must pay the appropriate Park Impact Fees per CMC Chapter 16.52, to be calculated by, and paid directly to the Pleasant Valley Recreation and Park District. To comply with this condition the applicant must provide proof of payment of the fees to the Community Development Department. This condition may be phased. 216. The Applicant must pay the appropriate school fees to be calculated by, and paid directly to the Pleasant Valley School District and the Oxnard Union High School District. To comply with this condition the applicant must provide proof of payment of the fee to the Community Development Department. This condition may be phased. 217. Bicycle Parking Facilities - Prior to issuance of the first building permit for each phase of development, the Applicant must submit building plans for review and approval demonstrating the location, quantity, and design of both short-term and long-term bicycle parking facilities serving the Envision Auto Center and Industrial Park. a. Long-term bicycle parking: one (1) space per five thousand (5,000) square feet of gross floor area;
b. Short-term bicycle parking: one (1) space per ten thousand (10,000) square feet of gross floor area.

Bicycle racks must:
a. Be installed in visible, accessible, and convenient locations near building entrances (short-term parking must be located near primary building entrances for visitors); b. Accommodate a range of bicycle sizes and allow secure locking of both frame and wheels;
c. Comply with applicable City standards and design guidelines; d. Include long-term bicycle parking in secure, covered, or otherwise protected locations intended primarily for employees and tenants; and
e. Be provided in quantities sufficient to support employee and visitor demand as determined by the Community Development Director, and in no event less than the CALGreen minimums and the floor-area-based targets identified above.

If future tenants within the industrial and commercial buildings are approved with higher motor vehicle parking ratios relative to square footage than originally contemplated by the project approvals, the required quantities of both short-term and long-term bicycle parking must be increased proportionally to reflect the adjusted parking demand.

The bicycle parking facilities must be installed prior to issuance of a Certificate of Occupancy for each phase of development.

The provision of bicycle parking is intended to support Transportation Demand Management (TDM) strategies and reduce vehicle miles traveled (VMT) by encouraging alternative modes of transportation consistent with CEQA and local mobility policies.

During construction
218. The Applicant must ensure that the Demolitions Materials Management Plan is adhered to by all employees. The Applicant must maintain records of all materials leaving the site by (IPD 412M1) – 03/11/2026 Page 34
collecting and filing the weight receipts from the various facilities where materials were taken. City officials must be allowed access to the records and waste bins upon request to inspect and verify that the plan is being followed.
219. The Applicant must divert 65 percent of all non-hazardous construction materials from landfill (CalGreen Building Code Part II of Title 24 California Code of Regulations.

Recycling bins must be made available during construction and labeled “Recycling Only,” or bins containing mixed material must be sent to a State-approved recycling center or transfer station where the material is to be sorted for proper recycling.

Prior to Certificate of Occupancy
220. Prior to issuing the first Certificate of Occupancy for the Envision Auto Center and Industrial Park, the Applicant must record the approved Commercial Owner’s Association CC&Rs and ensure the CC&Rs run with the land. Each initial owner must be provided a copy of the recorded CC&Rs.
221. Private Property Landscaping Installation and Certification - Prior to issuance of a Certificate of Occupancy for each phase of development, all required private property landscaping and irrigation improvements for that phase must be installed in accordance with the approved plans. The Applicant must:
a. Submit written certification from the Landscape Architect confirming completion in compliance with the approved plans and specifications;
b. Submit a landscape irrigation audit report to Community Development in compliance with the State Model Water Efficient Landscape Ordinance. c. Submit a reproducible “as-built” set of the approved landscape plans to the Owner’s Association, with one copy provided to the Department of Community Development. 222. Public Right-of-Way Landscaping Installation and Final Inspection - Prior to issuance of a Certificate of Occupancy for each phase of development, all required landscaping and irrigation improvements within the public right-of-way for that phase must be installed in accordance with the approved plans. The Applicant must contact the Public Works Department for inspection and approval of all right-of-way landscaping improvements at least 48 hours prior to the requested inspection. Additionally, the Applicant must:
a. Submit written certification from the Landscape Architect confirming completion in compliance with the approved plans and specifications;
b. Submit a landscape irrigation audit report to Community Development in compliance with the State Model Water Efficient Landscape Ordinance. c. Submit a reproducible “as-built” set of the approved landscape plans to the Owner’s Association, with one copy provided to the Department of Community Development. 223. The Applicant must submit a completed Final Compliance Report for the Demolitions Materials Management Plan to the Building and Safety Division and attach all weight receipts.
224. The Applicant must contact the Department of Public Works for an inspection and approval of landscaping within the parkway of the city right-of-way. Contact the City Landscape Inspector (805.388.5338) at least 48 hours before the inspection. (IPD 412M1) – 03/11/2026 Page 35
225. The artwork approved by the Planning Commission must be installed as approved by the Planning Commission.
226. The sign program must be approved by the Director of Community Development. Directory signage, per the sign program, must be installed.
227. Parking Cash-Out Program - Prior to issuance of the first Certificate of Occupancy for each phase of development, the Applicant must implement a parking cash-out program for employees of the Envision Auto Center and Industrial Park in accordance with California Labor Code Section 216.8 and applicable City policies, where parking is provided to employees.

The program must provide employees who are offered free or subsidized parking the option to receive the cash equivalent of the parking subsidy in lieu of using an on-site parking space.

The Applicant must submit documentation describing the parking cash-out program for review and approval by the Community Development Director prior to occupancy.

This condition is required to mitigate project-generated transportation demand and reduce vehicle miles traveled (VMT) consistent with the CEQA Addendum and Transportation Demand Management (TDM) strategies.
228. Employee Transportation Demand Management (TDM) Program - Prior to issuance of the first Certificate of Occupancy for each phase of development, the Applicant must prepare and implement an Employee Transportation Demand Management (TDM) Program for the Envision Auto Center and Industrial Park, subject to review and approval by the Community Development Director. The TDM Program must include, at a minimum:
a. Site-specific transportation information and educational materials regarding available transit services, bicycle routes and facilities, pedestrian connections, rideshare programs, and alternative transportation options serving the development; b. Distribution of transportation information to all tenants and employees, including incorporation into lease materials and availability at a central on-site location; c. Employee transportation incentives intended to reduce single-occupancy vehicle trips and vehicle miles traveled (VMT), which may include but are not limited to:
• Subsidized or partially subsidized transit passes;
• Rideshare or vanpool incentives;
• Bicycle commuter incentives or facilities;
• Preferential parking for carpools or vanpools;
• Flexible work schedules or telecommuting options where feasible; d. Procedures for ongoing implementation and updates to reflect changes in transportation services or programs.

The approved TDM Program must be implemented for the life of the project and must be incorporated into applicable CC&Rs or lease agreements for future owners and tenants.

The Applicant must provide written documentation demonstrating implementation of the program to the satisfaction of the Community Development Director. (IPD 412M-1) – 03/11/2026 Page 36
This condition is required to mitigate transportation impacts identified in the CEQA Addendum and to support reductions in vehicle miles traveled (VMT) consistent with CEQA and City mobility policies.
229. Commercial Waste Diversion and Recycling Compliance - Prior to issuance of the first Certificate of Occupancy for each phase of development, the Applicant must submit for review and approval by the Community Development Director a Commercial Waste Diversion and Recycling Compliance Plan for the Envision Auto Center and Industrial Park.

The Compliance Plan must include, at a minimum:
a. A description of recycling and organic waste diversion services for tenants, employees, contractors, and customers that meet or exceed applicable California law, including requirements of AB 341 (mandatory commercial recycling) and SB 1383 (mandatory organic waste collection);
b. Identification of containers, locations, and service frequencies for landfill, recycling, and organic waste streams in compliance with state color coding, labeling, and accessibility requirements;
c. Procedures for educating employees, tenants, and customers on proper separation and disposal of waste into the required streams, including education delivery at move-in and annually thereafter;
d. Requirements that future tenants enroll in or otherwise participate in waste diversion services as part of lease obligations;
e. A mechanism to ensure that landscaping contractors recycle or appropriately dispose of green waste and yard debris, which may include an additional waste stream in the program or a requirement for off-site diversion documentation; f. Protocols for contamination monitoring and corrective action.

The approved Compliance Plan must be implemented for the life of the project. The Applicant must provide written documentation demonstrating ongoing compliance, including evidence of service subscriptions, container deployment, and periodic outreach and education.

The provisions of this condition must be incorporated into all lease agreements and into the CC&Rs of any Owner’s Association.

This condition is required to implement applicable California waste reduction laws and to reduce greenhouse gas emissions consistent with statewide waste diversion goals and local environmental policy.

Camarillo City CouncilMarch 11, 2026

Camarillo City Council
March 11, 2026