Thousand Oaks City Council
March 24, 2026

us to alert you to this activity as the agencies entrusted with overseeing compliance with these environmental and safety laws and regulations. After reviewing this information, please do not hesitate to contact us with any questions that you may have.

Our concerns about Athens’ activities arose because Athens’ refuse collection vehicles have been regularly observed traveling between 6:00 am and 8:00 am from the City area to offload trash at the Simi Valley Landfill and Recycling Center (“SVLRC”). Because the franchise agreement with the City, as well as the City’s municipal code, prohibit collection of trash before 7:00 am, 2
we had reason to believe that Athens’ collections
vehicles are either violating the City municipal code or its agreement or, alternatively, parking overnight at a hauling yard in Thousand Oaks without first dumping its trash load. Furthermore, many of the Athens vehicles have been observed traveling with lowered “tag axles.” “Tag axles” are deployed when trucks are fully loaded to comply with California axle weight limitations for heavy duty trucks.

At numerous public hearings, Athens has stated that they are using Athens’ MRF and hauling yard located in Sun Valley to service the City, because Athens has no such facilities in or around the City. Due to the unusual early morning traffic from the direction of Thousand Oaks, it would appear that Athens is using this storage yard as an unpermitted hauling facility in violation of numerous laws and regulations. As shown in the attached photographs, Athens is not simply using the Hillcrest Yard for temporary container and vehicle storage. Rather, Athens is conducting activities normally done at a “hauling yard”, such as vehicle maintenance, unpermitted container and truck washing operations potentially resulting in illegal discharge of Industrial Wastewater, and improper storage of hazardous waste and e-waste on site, all presumably without any of the requisite permits or permissions.3
In addition, it appears that Athens may also be
operating an unpermitted limited volume transfer operation.

A summary of these activities is provided below for your information.

Collection Vehicle/Truck Maintenance
A portion of the parking lot is being used as an ad-hoc maintenance area, containing several 55-gallon barrels of new and used oil, new and used tires, oil drain pans, and other chemicals unidentifiable from the sidewalk. (See Photographs 5, 6, 8.) These are stored in the open and are uncovered. There are two containers being used for storage and what looks to be an office, as well as a shade structure. (See Photograph 8.) Light towers have been set up in the area presumably for evening operations, and WM personnel have observed truck maintenance being performed on two separate occasions, which is a prohibited activity in a Commercial C-3 zone. (See Photographs 2 and 8.) The entire area is heavily stained from oil, which would have clear stormwater impacts due to the lack of any stormwater Best Management Practices (BMP’s). (See e.g., Photographs 5, 6 and 8.) It does not appear that hazardous waste from truck maintenance is being stored with appropriate secondary containment. It is unclear whether the presence and quantity of hazardous waste is being properly recorded, stored within regulatory limits, and/or transported offsite by a licensed hazardous waste hauler.
2 See Thousand Oaks Municipal Code § 6-2.601.
3 See 14 CCR § 17403.3; 33 USC § 1251, et seq.; Health & Safety Code § 25270, et seq.

July 21, 2022

Hazardous Waste Storage – Certified Unified Program Agency (CUPA) As indicated in Photographs 5, 6 and 8, there are several barrels of various new and used petroleum products being stored in the ad-hoc maintenance area. Additionally, bulk e-waste is being stored on the ground nearby without any cover or containment.4 (See e.g., Photographs 1, 10 and 13.) The California Environmental Reporting System (CERS ID) associated with the address provides:
x CERS ID: 10331608
x Facility ID: FA0004828
x Contact - Josh Kashani
x Company - Tristar Realty Group
x Title - Property Manager
x E-Mail - [email protected]
x Tel - 818-722-3983
CERS does not indicate that Athens has disclosed the generation and storage of hazardous materials on the Hillcrest Yard to the relevant agencies. All CERS information seems to be associated with the property manager rather than with Athens, which is unusual for the amount of hazardous waste and petroleum product stored on the property and would not be the case were the facility operating with the appropriate disclosures.5

Stormwater – Industrial General Permit (IGP)
All businesses conducting industrial activities are required to file a Notice of Intent (NOI) in the Water Board Stormwater Multiple Application and Report Tracking System (SMARTS) database. However, there is no record of a NOI listed for the facility address. 6 Additionally, there are virtually no stormwater controls or BMP’s deployed at the Hillcrest Yard apart from a few rumble plates. An active bin-washing station set up at the corner of the Hillcrest Yard at about Hillcrest and Wilbur has been observed, without any containment for industrial wastewater runoff. Moreover, all maintenance activities are conducted without berms, filter socks, or other BMPs required by the regulations to prevent oily discharge from flowing into municipal storm drains. The parking lot itself was designed for passenger vehicle parking, and therefore has no inherent industrial controls such as a clarifier to filter discharges from such activities conducted on the property. There is no data on SMARTS indicating whether Athens has conducted stormwater runoff sampling as required by the Industrial General Permit (IGP).

City Zoning Regulations for Commercial C-3
The Hillcrest Yard is located in a Commercial C-3 zoning area for light industrial use. Per the Thousand Oaks Zoning Matrix, vehicle maintenance is explicitly prohibited. Further, the lack of Development Permit (DP) or Special Use Permit (SUP) designations for most industrial uses (i.e., blank cells) indicates that there isn’t a codified permitting path to 4 22 CCR §§ 66273.33,66273.33.5. 5 22 CCR § 66262.10; 19 CCR § 2651. 6 40 CFR § 122.26(b)(14).

July 21, 2022

allow for such activities at the Hillcrest Yard. Per the City zoning matrix, recyclables resource collection or bin/truck washing operationswould require an SUP or DP, though no record of either could be located.

Limited Volume Transfer Station (LVTO)
Athens is storing e-waste and bulky items at the Hillcrest Yard. (See e.g., Photographs 1, 2, 10 and 13.) It is our understanding that such an operation would require formal LEA notification which would appear in the CalRecycle Solid Waste Information System (SWIS) and Covered Electronic Waste ID (CEWID) databases.7 The LEA, and by extension CalRecycle, has no record of this Athens facility, nor has Athens applied for the required NOI from the Water Board. In addition, the recurring presence of loaded trucks at the SVLRC in early morning hours (between 6:00 and 8:00 am) and the heavy traffic of Athens collection vehicles from Thousand Oaks to SVLRC suggest that collection vehicles that are loaded the previous day are improperly parked overnight with full loads, raising potential issues with vectors, odors, and substantial risk of fire.

In conclusion, Athens’ activities at the Hillcrest Yard go far beyond mere storage of carts and containers. Indeed, as the photographs show, Athens appears to be conducting maintenance activities, storing hazardous materials, e-waste and bulky waste at the Hillcrest Yard without proper containment and without any publicly available permits resulting in significant risk to the environment and public safety. Athens’ early morning activities described above also indicate Athens is parking collection vehicles with loads overnight at the property. All of this contradicts statements made to the public and public officials by Athens regarding its intended use of this property.

These matters implicate potentially serious violations of applicable laws and regulations and we felt it was incumbent on us to bring them to your attention.

Please do not hesitate to contact us with any questions. You may reach me by telephone at (818) 252-3147.

Respectfully submitted,
Doug Corcoran
Waste Management of California, Inc.

Encls. (Photographs)
7 22 CCR § 66273.32.

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WŚŽƚŽŐƌĂƉŚϭϯʹKǀĞƌŶŝŐŚƚƚƌĂƐŚƚƌƵĐŬƐƚŽƌĂŐĞ

MANATT, PHELPS &

PHILLIPS, LLP

ATTORNEYS AT LAW

LOS A NGELES
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1 ATHENS’ NOTICE OF JOINDER IN CITY’S OPPOSITION TO MOTION FOR ATTORNEYS’ FEES

MANATT, PHELPS & PHILLIPS, LLP
SIGRID R. WAGGENER (Bar No. CA 257979)
E-mail: [email protected]
One Embarcadero Center, 30th Floor
San Francisco, CA 94111
Telephone: (415) 291-7400
Facsimile: (415) 291-7474

MANATT, PHELPS & PHILLIPS, LLP
VIRAL MEHTA (Bar No. CA 261852)
Email: [email protected]
2049 Century Park East, Suite 1700
Los Angeles, CA 90067
Telephone: (310) 312-4000
Facsimile: (310) 312-4224
Attorneys for Real Party In Interest
ARAKELIAN ENTERPRISES, INC. dba ATHENS SERVICES

SUPERIOR COURT OF THE STATE OF CALIFORNIA

FOR THE COUNTY OF VENTURA
G.I. INDUSTRIES, a Utah corporation, dba

WASTE MANAGEMENT,
Petitioner and Plaintiff,
v.

CITY OF THOUSAND OAKS; CITY OF
THOUSAND OAKS CITY COUNCIL; and
DOES 1 through 10, inclusive,
Respondents and Defendants,
Case No. 56-2021-00554581-CU-WM-VTA
[Related to Case Nos. 56-2021-00553340-
CU-WM-VTA and 56-2021-00556158-CUBT-VTA]
Hon. Maureen M. Houska, Dept. 20

NOTICE OF JOINDER OF REAL

PARTY IN INTEREST ARAKELIAN
ENTERPRISES, INC. DBA ATHENS

SERVICES IN RESPONDENT AND

DEFENDANT CITY OF THOUSAND
OAKS’ OPPOSITION TO
PETITIONER’S MOTION TO
RECOVER ATTORNEYS’ FEES
Hearing Date: March 26, 2026
Hearing Time: 8:20 a.m.

Dept.: 20
[Ralph M. Brown Act, Govt. Code § 54950,
et seq.]
Action Filed: May 25, 2021
Trial Date: November 17, 2023
ARAKELIAN ENTERPRISES, INC., a
California corporation, dba ATHENS
SERVICES; TIMOTHY FINNIGAN, an
individual; SPP 13, LLC, a California
corporation; GENERAL TELEPHONE CO.;
and ROES 1 through 10, inclusive,
Real Parties in Interest.

MANATT, PHELPS &

PHILLIPS, LLP

ATTORNEYS AT LAW

LOS A NGELES
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2 ATHENS’ NOTICE OF JOINDER IN CITY’S OPPOSITION TO MOTION FOR ATTORNEYS’ FEES

NOTICE OF JOINDER
TO THE COURT, ALL PARTIES, AND THEIR COUNSEL OF RECORD:

PLEASE TAKE NOTICE THAT Real Party In Interest Arakelian Enterprises, Inc. dba Athens Services (“Athens”) hereby joins Defendant and Respondent City of Thousand Oaks’ (“City”) Opposition to Petitioner G.I. Industries dba Waste Management’s (“WM”) Motion to Recover Attorneys’ Fees, which is set for hearing on March 26, 2026.

In addition, and significantly, the above-entitled matter is brought under the Ralph M.

Brown Act, Govt. Code § 54950, et seq. (the “Brown Act”), which expressly limits the recovery of attorneys’ fees and costs to the local agency only. Specifically, Government Code § 54960.5 states in relevant part:

A court may award court costs and reasonable attorney fees to the plaintiff in an action brought pursuant to Section 54960 or 54960.1 where it is found that a legislative body of the local agency has violated this chapter. [ . . . ] The costs and fees shall be paid by the local agency and shall not become a personal liability of any public officer or employee of the local agency.
(Emphasis added.) Thus, the Brown Act does not permit the recovery of fees or costs from a real party in interest, like Athens. Nor does any published case law exist permitting a petitioner to recover from a real party in interest for an alleged Brown Act violation.1

Moreover, there exists no agreement between the City and Athens, whereby Athens is obligated to indemnify the City for any award of fees or costs in connection with a Brown Act 1 WM also cannot rely on the private attorney general statute of Code of Civil Procedure § 1021.5. Brown Act case law makes clear that Code of Civil Procedure § 1021.5 does not apply to attorneys’ fees awards under the Brown Act, because the Brown Act contains its own, specific fee provision. See Common Cause v. Stirling, 119 Cal.App.3d 658, 662 (1981) (the Court of Appeal held that it was improper for a trial court to apply the standards of Section 1021.5 to a Brown Act case, since Section 1021.5 was intended only to guide the exercise of judicial power to award fees where no specific statutory authority exists); Bell v. Vista Unified School District, 82 Cal.App.4th 672, 686 (2000) (the court held that because Government Code § 54960.5 expressly authorizes recovery of attorneys’ fees and costs for Brown Act violations, trial courts cannot rely on Section 1021.5 when awarding fees—especially since Section 1021.5 “was intended to provide specific guidelines for the exercise of inherent judicial power to award fees not specifically authorized by statute.”) (emphasis added).

MANATT, PHELPS &

PHILLIPS, LLP

ATTORNEYS AT LAW

LOS A NGELES
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3 ATHENS’ NOTICE OF JOINDER IN CITY’S OPPOSITION TO MOTION FOR ATTORNEYS’ FEES violation or any other challenge to the franchise agreement. Rates and the financial obligations of the parties were negotiated into the franchise agreement taking into account a multiplicity of factors, including any potential indemnification obligations, or lack thereof. In other words, Athens is not (and cannot be) either directly or indirectly liable for any attorneys’ fees or costs in this Brown Act case.

In sum, Government Code § 54960.5 does not allow any person or entity, other than “the local agency,” to be liable for attorneys’ fees costs. There is no published case law awarding attorneys’ fees under Section 54960.5 against both a local agency and a real party in interest, jointly and severally, as WM impermissibly seeks in its Motion. *****
Accordingly, WM’s Motion should be denied and, to the extent any fees or costs are awarded, by statute, they may only be awarded against the local agency.

Dated: March 9, 2026 MANATT, PHELPS & PHILLIPS, LLP
By:

Viral Mehta
Attorneys for Real Party in Interest
ARAKELIAN ENTERPRISES, INC.
dba ATHENS SERVICES
4 PROOF OF SERVICE
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MANATT, PHELPS &

PHILLIPS, LLP

ATTORNEYS AT LAW

LOS ANGELES

PROOF OF SERVICE
I, Mayra Medellin, declares as follows:

I am employed in Los Angeles County, California. I am over the age of eighteen years and not a party to the within-entitled action. My business address is Manatt, Phelps & Phillips, LLP, 2049 Century Park East, Suite 1700, Los Angeles, California 90067. On March 9, 2026, I served a copy of the within document(s):

NOTICE OF JOINDER OF REAL PARTY IN INTEREST ARAKELIAN
ENTERPRISES, INC. DBA ATHENS SERVICES IN RESPONDENT
AND DEFENDANT CITY OF THOUSAND OAKS’ OPPOSITION TO
PETITIONER’S MOTION TO RECOVER ATTORNEYS’ FEES
on the interested parties in this action as follows:

Andrea K. Leisy, Esq.

James G. Moose, Esq.

Nathan O. George, Esq.

Veronika S. Morrison, Esq.

REMY MOOSE MANLEY, LLP
555 Capitol Mall, Suite 800
Sacramento, CA 95814
Telephone: (916) 443-2745
Email: [email protected]
Email: [email protected]
Email: [email protected]
Email: [email protected]
Attorneys for G.I. INDUSTRIES dba WASTE

MANAGEMENT
Joe Brick, Esq.

CITY OF THOUSAND OAKS, CITY
ATTORNEY’S OFFICE
2100 Thousand Oaks Boulevard
Thousand Oaks, CA 91362
Telephone: (805) 449-2170
Email: [email protected]
Attorneys for CITY OF THOUSAND OAKS

AND CITY OF THOUSAND OAKS CITY

COUNCIL
Holly Whatley, Esq.

Carmen A. Brock, Esq.

Abigail A. Mendez, Esq.

COLANTUONO, HIGHSMITH, &

WHATLEY, PC
790 East Colorado Boulevard, Suite 850
Pasadena, CA 91101
Telephone: (213) 542-5700
Email: [email protected]
Email: [email protected]
Email: [email protected]
Attorneys for CITY OF THOUSAND OAKS

AND CITY OF THOUSAND OAKS CITY

COUNCIL
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MANATT, PHELPS &

PHILLIPS, LLP

ATTORNEYS AT LAW

LOS ANGELES
Jonathan Weiss, Esq.

Simona Weil, Esq.

PROSKAUER ROSE, LLP
2029 Century Park East, Suite 2400
Los Angeles, CA 90067
Telephone: (310) 557-2900
Email: [email protected]
Email: [email protected]
Attorneys for G.I. INDUSTRIES DBA

WASTE MANAGEMENT
[in related case no.
56-2021-00556158-CU-BT-VTA]
By transmitting via email or electronic transmission the document(s) listed above to the person(s) at the email address(es) set forth above.

I declare under penalty of perjury under the laws of the State of California that the above is true and correct.

Executed on March 9, 2026, at Los Angeles, California.

Mayra Medellin

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IMPORTANT ENVIRONMENTAL HEARING
THURSDAY, MARCH 17, 2022 — 3:00 PM
Originally, the City Community Development Department was set to approve this waste-collection truck dispatch center without a public hearing or environmental review. This Administrative Hearing is only taking place because the City received opposition from neighbors of the project site.Notice of this project was sent in February to property owners within 500 feet of the subject property. The waste-collection truck maintenance facility should be subject to a full environmental impact report (EIR) in compliance with the California Environmental Quality Act. An EIR allows our local government and membersof the public to learn about the potentially significant adverse environmental effects of the project and to prevent and mitigate otherwise significant adverse effects.

An EIR would include an analysis of the following topics, among others:• Air Quality• Biological Resources• Geology and Soils• Hazards and Hazardous Materials• Noise• Traffic• Greenhouse Gas Emissions• Land Use and Planning• Water Quality/Stormwater Runoff• Cumulative Impacts You may fill out a speaker card in the Boardroom and request to speak under Public Comment, or, if you wish to participate remotely, you may click on the ‘Request to Speak’ link on the Agenda when it is published on the City’s Website, and the system will send you Zoom instructions.

ATTENTION: Thousand Oaks Residents
ON MARCH 17, 2022 AT 3:00 P.M., THE CITY OF THOUSAND OAKS WILL CONDUCT A HEARING TO ALLOW A NEW 21,440 SQUARE FOOT WASTE-COLLECTION TRUCK DISPATCH CENTER WITH HEAVY-DUTY TRUCK MAINTENANCE FACILITIES, ASSOCIATED PARKING, OUTDOOR VEHICLE STORAGE, RETAINING WALLS, AND A COMPRESSED NATURAL GAS (CNG) FUELING STATION.

Borcha dr Rd
Rancho Conejo Blvd
Corporate Center Dr
Corporate Center Dr
Newbury Park
Adventist Academy
101 Freeway
101 Freeway
Hillcrest Dr
Hillcrest Dr
Conejo Adventist
Elementary School
Sports Academy
Amgen
Lowe’s
Target
Home Depot
Rancho Conejo Blvd
Lawrence Dr
Proposed Site
Residential
Residential
Residential
Residential
Residential
Proposed Site Location:
2498 and 2550 Conejo Center Dr.

Thousand Oaks, CA 91320
A public hearing notice is posted on the City’s website: https://www.toaks.org/departments/communitydevelopment/planning/public-hearing-notices FOR MORE INFORMATION, PLEASE CALL: (805) 387-9265
The agenda will be published no later than 72 hours before the meeting and will be found here: https://www.toaks.org/departments/communitydevelopment/planning/administrative-hearings — either in-person at City Hall in the Boardroom (3rd Floor, the room is next to the fountain), 2100 Thousand Oaks Blvd., Thousand Oaks and via Zoom video conference / teleconference.

RESIDENTS ARE INVITED TO HAVE THEIR

VOICES HEARD DURING THIS HEARING
By contacting the City of Thousand Oaks
BEFORE Thursday, March 17
Athens Is At It Again365 E Avenida De Los Arboles #B09Thousand Oaks, CA 91360PAID FOR BY WASTE MANAGEMENT

HAVE YOUR VOICE HEARD

AT THIS PUBLIC HEARING
ATTENTION: Thousand Oaks Residents
Thousand Oaks residents have the right to participate in the hearing to let the City know that you demand a full Environmental Impact Report (EIR) for this massive project that will impact biological resources, traffic, air quality, and noise throughout our neighborhood.

FOR MORE INFORMATION, PLEASE CALL: (805) 387-9265
cdd:420-46/Notice of Public Hrng-PC 500’.doc/pz (FILE ID:DP 2021-70408)

NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that a public hearing, as provided by law, will be held by the THOUSAND OAKS PLANNING COMMISSION to consider and decide the following application:

Said PUBLIC HEARING will be held Monday, May 9, 2022 6:00 p.m. (or as soon thereafter as the matter can be heard) in the Andrew P. Fox City Council Chambers at 2100 Thousand Oaks Boulevard, 2nd Floor, and via videoconference / teleconference. See Agenda for details. Any person is privileged to attend and be heard on the following matter:

CASE: Development Permit (DP) 2021-70408 and Protected Tree Permit (PTP) 2022-70370 APPLICANT: Appellant: G.I. Industries dba Waste Management; Applicant: Arc Investment Group REQUEST: Appellant is requesting the Planning Commission reverse the administrative decision approving a new 21,440 square-foot waste-collection truck dispatch center with maintenance facilities, associated parking, outdoor vehicle storage, retaining walls, and a compressed natural gas (CNG) fueling station; to allow the removal of one (1) oak tree involving a multi-trunk (24”, 12” and 11” diameter) coast live oak at the entrance of the property at 2550 Conejo Center Drive in order to comply with the required conditions of approval; and to find that the project is categorically exempt from the California Environmental Quality Act pursuant to Section 15332.

LOCATION: 2498 and 2550 Conejo Center Drive – a vacant lot south of Conejo Center Drive, west of Lawrence Drive, east of private driveway (667-0-080-015 and 667-0-080-035) CONTACT: Justine Kendall, Community Development Department, at (805) 449-2355 or [email protected]
This is a legal notice of a public hearing sent to owners of property located within 500 feet of the subject property. According to the latest assessor's rolls, you own property in this area. If you no longer own this property or reside on the premises, please forward this notice to whom you sold the property or the new occupant. If you have tenants residing on the property you own in this area, please share this notice with all tenants.

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting or other services in conjunction with this meeting, please contact the Community Development Department at (805) 449-2500. Assisted listening devices are available at this meeting. Ask the Recording Secretary if you desire to use this device. Upon request, the agenda and documents in this agenda packet, can be made available in appropriate alternative formats to persons with a disability. Notification at least 48 hours prior to the meeting or time when services are needed will assist City staff in assuring that reasonable arrangements can be made to provide accessibility to the meeting or service.

MAIL DATE: April 25, 2022
cdd:420-46/Notice-Admin Hrng-500’-revised.doc/pz (FILE ID:DP 2021-70408)

RE-NOTICE OF ADMINISTRATIVE PUBLIC HEARING
HEARING DATE HAS BEEN CHANGED FROM MARCH 17, 2022 TO MARCH 24, 2022 RE-NOTICE IS HEREBY GIVEN that an administrative public hearing will be held by the COMMUNITY DEVELOPMENT DEPARTMENT of the CITY OF THOUSAND OAKS to consider and decide the application listed below.

Said PUBLIC HEARING will be held Thursday, March 24, 2022 at 3:00 p.m., in the Civic Arts Plaza Board Room, 2100 Thousand Oaks Boulevard, 3rd Floor, Thousand Oaks, California and via teleconference / videoconference at which time any person is privileged to attend and be heard on the following matter. The Hearing was previously scheduled for March 17, 2022 and has been moved to March 24, 2022. See Administrative Public Hearing Agenda for details.

CASE: Development Permit (DP) 2021-70408
APPLICANT: Arc Investment
REQUEST: To allow a new 21,440 square foot waste-collection truck dispatch center with maintenance facilities, associated parking, outdoor vehicle storage, retaining walls, and a compressed natural gas (CNG) fueling station.

LOCATION: 2498 and 2550 Conejo Center Drive – a vacant lot south of Conejo Center Drive, west of Lawrence Drive, east of private driveway (667-0-080-015 and 667-0-080- 035)
CONTACT: Justine Kendall, Community Development Department, at (805) 449-2355 or [email protected].

This is a legal notice of a public hearing sent to owners of property located within 500 feet of the subject property. According to the latest assessor's rolls, you own property in this area. If you no longer own this property or reside on the premises, please forward this notice to whom you sold the property or the new occupant; or return it to this office noting that you no longer own the property. If you have tenants residing on the property you own in this area, please share this notice with all tenants.

NOTE: If you challenge the granting or denial of the above permit in court, you may be limited to raising those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the Administrative Hearing Officer at, or prior to, this public hearing.

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting or other services in conjunction with this meeting, please contact the Community Development Department at (805) 449-2500. Assisted listening devices are available at this meeting. Ask the Recording Secretary if you desire to use this device. Upon request, the agenda and documents in this agenda packet, can be made available in appropriate alternative formats to persons with a disability. Notification at least 48 hours prior to the meeting or time when services are needed will assist City staff in assuring that reasonable arrangements can be made to provide accessibility to the meeting or service.

MAIL DATE: March 10, 2022

NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that an administrative public hearing will be held by the COMMUNITY DEVELOPMENT DEPARTMENT of the CITY OF THOUSAND OAKS to consider and decide the applications listed below:

CASE: Development Permit (DP) 2021-70408
APPLICANT: Arc Investment
REQUEST: To allow a new 21,440 square foot waste-collection truck dispatch center with maintenance facilities, associated parking, outdoor vehicle storage, retaining walls, and a compressed natural gas (CNG) fueling station.

LOCATION: 2498 and 2550 Conejo Center Drive – a vacant lot south of Conejo Center Drive, west of Lawrence Drive, east of private driveway (667- 0-080-015 and 667-0-080-035)
CONTACT: Justine Kendall, Community Development Department, at (805) 449- 2355 or [email protected].
********
(continue to next page)
CASE: Precise Plan of Design (PPD) 2021-71216
APPLICANT: Jeff de Domenico
REQUEST: To allow the construction of a new 599 square-foot detached garage and workshop at an existing single-family residence.

LOCATION: 890 Dorchester Street
CONTACT: Jessica Magana, Community Development Department, at (805) 449- 2510 or [email protected].

Said PUBLIC HEARING will be held Thursday, March 17, 2022 at 3:00 p.m., in the Civic Arts Plaza Board Room, 2100 Thousand Oaks Boulevard, 3rd Floor, Thousand Oaks, California and via teleconference / videoconference at which time any person is privileged to attend and be heard on the following matter. See Administrative Public Hearing Agenda for details.

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting or other services in conjunction with this meeting, please contact the Community Development Department at (805) 449-2500.

Assisted listening devices are available at this meeting. Ask the Recording Secretary if you desire to use this device.

Upon request, the agenda and documents in this agenda packet, can be made available in appropriate alternative formats to persons with a disability. Notification at least 48 hours prior to the meeting or time when services are needed will assist City staff in assuring that reasonable arrangements can be made to provide accessibility to the meeting or service.

PUBLISH: March 3, 2022

RECEIVED

CITY OF THOUSAND OAKS

COMMUNITY DEVELOPMENT
September 15, 2021

&RQYHUWHGWRD'HYHOSPHQW3HUPLW

RECEIVED

CITY OF THOUSAND OAKS

COMMUNITY DEVELOPMENT
July 2, 2021

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




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
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JRMA 2021 All Rights Reserved ©
Athens Services
Hauling Facility
Thousand Oaks, CA
Job No.5698

07.02.2021 A1.1
N
TRUE
NORTH
SCALE: 1"=40'-0"
    


























PROPOSED BUILDINGS (DEVELOPED AREA)

MAINTENANCE BUILDING
  
 
 
 
 OFFICE / DISPATCH / PARTS / CUSTOMER SERVICE BUILDING  
    


BUILDING SUMMARY

PARKING SUMMARY

DEVELOPED AREA (AREA OF WORK)
 
 
    
LEGEND
CONCEPTUAL SITE PLAN - SCHEME 6









         

DEVELOPED AREA (AREA OF WORK)
            

SITE SUMMARY
  
 

N
TRUE
NORTH
SITE

LOCATION

VICINITY MAP


















YARD AREA











EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

FILL CUT
FILL
CUT











EXISTING

BUILDING


 

FILL CUT

OFFICE / DISPATCH /

PARTS / CUSTOMER

SERVICE BUILDING
8,000 S.F.
(2-STORY)








MAINTENANCE BUILDING
13,440 S.F. (1-STORY)








UNDEVELOPED

AREA (SLOPE)
140,010 S.F.
(3.22 ACRES)























UNDEVELOPED

AREA (PAD)
154,900 S.F.
(3.55 ACRES)



    










 











 









  


























DEVELOPED AREA
(AREA OF WORK)
172,060 S.F.
(3.95 ACRES)



PROJECT INFORMATION

LEGAL DESCRIPTION
 
  

APPLICANT
 
 

RECEIVED

CITY OF THOUSAND OAKS

COMMUNITY DEVELOPMENT
July 2, 2021
720
726
716
710
720
730
740
750
760
762
764
766
768
770
760 750
740
740
732
734
732
750
740 730
700
710
720
690
700
706
708
710
720
724
680
690 698
710 720
720
710
680
720
710
700
726
728
730
730
736
726
704 706
708
730
728
726
FF = 726.50' PROPOSED BUILDING   YARD AREA 











DATE REVISED: 7-1-06
<BLDG. DIVISION - ADA COMPLIANCE>
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS
DEVELOPMENT ENGINEERPLANNING DIVISION<TRAFFIC ENGINEER><COSCA>

DATEDATEDATEDATEDATE

CITY OF THOUSAND OAKS
DESCRIPTION OF CHANGE SYMBOL REV. R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

REGISTERED ENGINEER ENGINEER'S SEAL
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE CITY OF THOUSAND OAKS DWG. NO. SHEET ____OF____ 8 1 1
59497

PR, DHPRDH
06/23/2106/23/2106/23/21 N/A

SITE PLAN
1 3

ATHENS SERVICES HAULING FACILITY

CONEJO CENTER DR
THOUSAND OAKS, CA 91320
DEVELOPER:

NAME: ARC INVESTMENT GROUP, LLC ADDRESS: __________________________ DEVELOPER'S ENGINEER:NAME: DAX CONSULTING, INC.

ADDRESS: 4500 PARK GRANADA, SUITE 202 REPRESENTATIVE: DAX HOFF TELEPHONE: (310) 598-8157 APPLICANT:

NAME: ATHENS SERVICES ADDRESS: 12303 MONTAGUE STREET
REPRESENTATIVE: _________ TELEPHONE: ______________
CALABASAS, CA 91302

VICINITY MAP
NTS
BENCH MARK : COUNTY OF VENTURALOT 2 OF TRACT NO. 4823-2, IN THE CITY OF THOUSAND OAKS, COUNTY OF

VENTURA, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGES 48 TO 50

INCLUSIVE OF MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

ASSESSORS PARCEL NUMBER: 667-0-080-015 AND 667-0-080-035

LEGEND & ABBREVIATIONS

PROJECT BOUNDARY

STORM DRAIN SD
SSFS

PROPOSEDSANITARY SEWERFINISHED SURFACE
(P)

EXISTING (E)/EX

GRADING DAYLIGHT LINEEXISTING CONTOURPROPOSED CONTOUR
824824FG FINISHED GRADEFL FLOWLINE

PROPOSED BUILDINGS (DEVELOPED AREA)

MAINTENANCE BUILDING
  
 
 
 
 OFFICE / DISPATCH / PARTS / CUSTOMER SERVICE BUILDING  
    


BUILDING SUMMARY

PARKING SUMMARY

DEVELOPED AREA (AREA OF WORK)
 
 

     

    
 
  

DEVELOPED AREA (AREA OF WORK)
       
  
  

SITE SUMMARY
  
 
SITE
PACOIMA, CA 91331
















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SD
SD
SD
SD
SD
SD
SD SD
SD
725.20
TG
725.26
TG
725.80
TG
726.72
TG
726.85
TG
726.30
TG
726.30
TG
725.20
TG
725.35
TG
725.25
TG
725.33
TG
725.74
TG
725.23
TG
725.74
MH
726.22
MH
726.23
MH
726.58
MH
726.69
MH
725.81
FL
728.49
FL/HP
727.57
FL/HP
727.48
FL/HP
726.09
FL/HP
726.09
FL/HP
725.80
FL/HP
725.79
FL/HP
726.21
FL/HP
725.80
FL/HP
726.79
FL/HP
726.34
FL/HP
726.79
FL/HP
726.20
FL/HP
726.84
FS
726.44
FS
726.50
FS
726.75
FS
726.43
FS
725.90
FS
725.90
FS
726.49
FS
726.50
FS
726.48
FS
726.10
FS
726.61
FS
726.49
FS
726.44
FS
727.06
FS
727.74
FS
727.53
FS
726.91
FS
727.46
FS
727.30
FS
726.87
FS
726.45
FS
726.63
FS
726.53
FS
726.85
FS
727.87 FS
727.28
FS
726.59
FS
726.04 FS
727.42
FS
728.79 FS
727.37
FS
726.19
FS
726.54
FS
726.78
FS
726.12
FS
726.16
FS
726.23
FS
727.24
FS
727.27
FS
727.41
FS
728.50
FS
728.50
FS
728.53
FS
728.00
FS
726.23
FS
727.23
FS
727.54
FS
727.96
FS
727.27
FS
727.43
FS
727.87
FS
726.50
FF
726.50
FF
726.50
FF
726.50
FF
710
715
720
725
726
726
726
726
726
726
726
726
727
727
727
726
727
727
727
726
726
726
727
728
728
730
725
725
707
720
726
716
710
720
730
740
750
760
762
764
766
768
770
760 750
740
740
732
734
732
750
740 730
700
710
720
690
700
706
708
710
720
724
680
690 698
710 720
720
710
680
720
710
700
726
728
730
730
736
726
704 706
708
730
728
726
729.13
FS
729.13
FS
729.00
FS
728.50
FS
FF = 726.50' PROPOSED BUILDING 3.5%

3.5%
1%
1%
1%
1%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
726.00
FS
726.60
FS
722.62
2%FS
723.22
FS
3%
711.70
FS
710.80
FS
4%
707.72
FS
708.89
FS
704.53
FS
707.21
FS
10%
1%
1%
1%
1%
1%
2%
2%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%

2.5%
2%
2%
2:1 FILL SLOPE
2:1 FILL SLOPE
2:1 FILL SLOPE
2:1 CUT SLOPE
2:1 CUT SLOPE
2%
5' RETAINING

WALL MAX
16' RETAINING

WALL MAX
8' RETAINING

WALL MAX
DATE REVISED: 7-1-06
<BLDG. DIVISION - ADA COMPLIANCE>
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS
DEVELOPMENT ENGINEERPLANNING DIVISION<TRAFFIC ENGINEER><COSCA>

DATEDATEDATEDATEDATE

CITY OF THOUSAND OAKS
DESCRIPTION OF CHANGE SYMBOL REV. R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

REGISTERED ENGINEER ENGINEER'S SEAL
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE CITY OF THOUSAND OAKS DWG. NO. SHEET ____OF____ 8 1 1
59497

PR, DHPRDH
06/23/2106/23/2106/23/21 N/A

CONCEPT GRADING PLAN
2 3

ATHENS SERVICES HAULING FACILITY

CONEJO CENTER DR
THOUSAND OAKS, CA 91320

LEGEND & ABBREVIATIONS

PROJECT BOUNDARY

STORM DRAIN SD
SSFS

PROPOSEDSANITARY SEWERFINISHED SURFACE
(P)

EXISTING (E)/EX

GRADING DAYLIGHT LINEEXISTING CONTOURPROPOSED CONTOUR
824824FG FINISHED GRADEFL FLOWLINE
DEVELOPER:

NAME: ARC INVESTMENT GROUP, LLC ADDRESS: __________________________ DEVELOPER'S ENGINEER:NAME: DAX CONSULTING, INC.

ADDRESS: 4500 PARK GRANADA, SUITE 202 REPRESENTATIVE: DAX HOFF TELEPHONE: (310) 598-8157 APPLICANT:

NAME: ATHENS SERVICES ADDRESS: 12303 MONTAGUE STREET
REPRESENTATIVE: _________ TELEPHONE: ______________
CALABASAS, CA 91302

VICINITY MAP
NTS

PROPOSED BUILDINGS (DEVELOPED AREA)

MAINTENANCE BUILDING

BENCH MARK : COUNTY OF VENTURALOT 2 OF TRACT NO. 4823-2, IN THE CITY OF THOUSAND OAKS, COUNTY OF

VENTURA, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGES 48 TO 50

INCLUSIVE OF MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

ASSESSORS PARCEL NUMBER: 667-0-080-015 AND 667-0-080-035 
 
 
 
 
 

OFFICE / DISPATCH / PARTS / CUSTOMER SERVICE BUILDING
 
    


BUILDING SUMMARY

PARKING SUMMARY

DEVELOPED AREA (AREA OF WORK)
 
 

     

    
 
  

DEVELOPED AREA (AREA OF WORK)
         
  

SITE SUMMARY
  
 
SITE
PACOIMA, CA 91331
DIRT QUANTITIES:

CUT: 6,477 C.Y. (RAW)
FILL: 6,573 C.Y. (RAW)
NET: 96 C.Y. (IMPORT)
SD
SD
SD
SD
SD
SD
SD SD
SD
710
715
720
725
726
726
726
726
726
726
726
726
727
727
727
726
727
727
727
726
726
726
727
728
728
730
725
725
707
720
726
716
710
720
730
740
750
760
762
764
766
768
770
760 750
740
740
732
734
732
750
740 730
700
710
720
690
700
706
708
710
720
724
680
690 698
710 720
720
710
680
720
710
700
726
728
730
730
736
726
704 706
708
730
728
726
FF = 726.50' PROPOSED BUILDING
725.20 TG
722.25 INV
725.35 TG
721.73 INV
725.74 MH721.68 INV
726.22 MH721.10 INV
725.25 TG
720.94 INV
725.33 TG
720.33 INV
726.58 MH720.11 INV
726.23 MH
723.05 INV
OUT
725.20 TG722.00 INV
725.23 TG720.91 INV
725.80 TG721.40 INV
726.72 TG721.65 INV
725.26 TG722.00 INV
726.85 TG722.44 INV
726.30 TG723.00 INV
726.30 TG
722.61 INV
725.74 TG722.00 INV
726.69 SMH718.00 INV
720.05
INV-IN

CONNECT TO

EXISTING SD
SYSTEM

0.5% >>

0.5% >>

0.5% >>

0.5% >> 0.5% >>

0.5% >>

0.5% >>

0.5% >>
<<1.5%
<<0.5%

0.5% >>

0.5% >>

0.4% >>

0.4% >>
719.00
INV
PROPOSED 27' x 98' CONTECH CMPDETENTION SYSTEM
STORAGE VOLUME REQUIRED = 15,032STORAGE VOLUME PROVIDED = 15,047 DATE REVISED: 7-1-06
<BLDG. DIVISION - ADA COMPLIANCE>
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS
DEVELOPMENT ENGINEERPLANNING DIVISION<TRAFFIC ENGINEER><COSCA>

DATEDATEDATEDATEDATE

CITY OF THOUSAND OAKS
DESCRIPTION OF CHANGE SYMBOL REV. R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

REGISTERED ENGINEER ENGINEER'S SEAL
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE CITY OF THOUSAND OAKS DWG. NO. SHEET ____OF____ 8 1 1
59497

PR, DHPRDH
06/23/2106/23/2106/23/21 N/A

CONCEPT DRAINAGE AND UTILITY PLAN
33 ATHENS SERVICES HAULING FACILITY

CONEJO CENTER DR
THOUSAND OAKS, CA 91320

LEGEND & ABBREVIATIONS

PROJECT BOUNDARY

STORM DRAIN SD
SSFS

PROPOSEDSANITARY SEWERFINISHED SURFACE
(P)

EXISTING (E)/EX

GRADING DAYLIGHT LINEEXISTING CONTOURPROPOSED CONTOUR
824824FG FINISHED GRADEFL FLOWLINE
DEVELOPER:

NAME: ARC INVESTMENT GROUP, LLC ADDRESS: __________________________ DEVELOPER'S ENGINEER:NAME: DAX CONSULTING, INC.

ADDRESS: 4500 PARK GRANADA, SUITE 202 REPRESENTATIVE: DAX HOFF TELEPHONE: (310) 598-8157 APPLICANT:

NAME: ATHENS SERVICES ADDRESS: 12303 MONTAGUE STREET
REPRESENTATIVE: _________ TELEPHONE: ______________
CALABASAS, CA 91302

VICINITY MAP
NTS

PROPOSED BUILDINGS (DEVELOPED AREA)

MAINTENANCE BUILDING

BENCH MARK : COUNTY OF VENTURALOT 2 OF TRACT NO. 4823-2, IN THE CITY OF THOUSAND OAKS, COUNTY OF

VENTURA, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGES 48 TO 50

INCLUSIVE OF MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

ASSESSORS PARCEL NUMBER: 667-0-080-015 AND 667-0-080-035 
 
 
 
 
 OFFICE / DISPATCH / PARTS / CUSTOMER SERVICE BUILDING  
    


BUILDING SUMMARY

PARKING SUMMARY

DEVELOPED AREA (AREA OF WORK)
 
 

     

    
 
  

DEVELOPED AREA (AREA OF WORK)
       
  
  

SITE SUMMARY
  
 
SITE
PACOIMA, CA 91331
DIRT QUANTITIES:

CUT: 6,477 C.Y. (RAW)
FILL: 6,573 C.Y. (RAW)
NET: 96 C.Y. (IMPORT)
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© JRMA 2021 All Rights Reserved
Athens Services Job No. 5698 06.14.2021EXTERIOR ELEVATIONSHauling FacilityThousand Oaks, CA A5.1 žÄ
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



YARDAREA





EXISTING

BUILDING

EXISTING

BUILDING









EXISTING

BUILDING



OFFICE / DISPATCH /

PARTS / CUSTOMER

SERVICE BUILDING
8,000 S.F. (2-STORY)






MAINTENANCE BUILDING
13,440 S.F. (1-STORY)







UNDEVELOPED

AREA (SLOPE)
136,010 S.F.
(3.12 ACRES)





PROJECT SITE
(AREA OF WORK)
192,490 S.F.
(4.42 ACRES)





































UNDEVELOPED

AREA (PAD)
138,470 S.F.
(3.18 ACRES)

















  

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DATE REVISED: 7-1-06
<BLDG. DIVISION - ADA COMPLIANCE>
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS
DEVELOPMENT ENGINEERPLANNING DIVISION<TRAFFIC ENGINEER><COSCA>

DATEDATEDATEDATEDATE

CITY OF THOUSAND OAKS
DESCRIPTION OF CHANGE SYMBOL REV. R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

REGISTERED ENGINEER ENGINEER'S SEAL
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE CITY OF THOUSAND OAKS DWG. NO. SHEET ____OF____ 8 1 1
59497

PR, DHPRDH
06/23/2106/23/2106/23/21 N/A

SITE PLAN
1 4

VICINITY MAP
NTS
BENCH MARK : COUNTY OF VENTURALOT 2 OF TRACT NO. 4823-2, IN THE CITY OF THOUSAND OAKS, COUNTY OF

VENTURA, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGES 48 TO 50

INCLUSIVE OF MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

ASSESSORS PARCEL NUMBER: 667-0-080-015 AND 667-0-080-035

LEGEND & ABBREVIATIONS

PROJECT BOUNDARY

STORM DRAIN SD
SSFS

PROPOSEDSANITARY SEWERFINISHED SURFACE
(P)

EXISTING (E)/EX

GRADING DAYLIGHT LINEEXISTING CONTOURPROPOSED CONTOUR
824824FG FINISHED GRADEFL FLOWLINE
DEVELOPER:

NAME: ARC INVESTMENT GROUP, LLC ADDRESS: 2415 CAMPUS DR. #100, IRVINE, CA 92612 DEVELOPER'S ENGINEER:NAME: DAX CONSULTING, INC.

ADDRESS: 4500 PARK GRANADA, SUITE 202 REPRESENTATIVE: DAX HOFF TELEPHONE: (310) 598-8157 REPRESENTATIVE: LINDSAY JONES TELEPHONE: (626) 255-6159 CALABASAS, CA 91302

CONEJO CENTER DR
THOUSAND OAKS, CA 91320

PROPOSED VEHICLE

MAINTENANCE FACILITY

PROJECT SITE

PROPOSED BUILDINGS (PROJECT SITE)

MAINTENANCE BUILDING
  
  
 
 

OFFICE / DISPATCH / PARTS / CUSTOMER SERVICE BUILDING
 
     

BUILDING SUMMARY

PARKING SUMMARY


      

PARKING PROVIDED

PROJECT SITE (AREA OF WORK)
       

     

 

PROJECT SITE (AREA OF WORK)
         
  

PROJECT SUMMARY
  
 

RECEIVED
February 07, 2022

CITY OF THOUSAND OAKS

COMMUNITY DEVELOPMENT
SD SD
SD
SD
SD
SD SD
720
726
716
710
720
730
740
750
760
762
764
766
768
770
760
750
740
740
732
734
732
750
740
730
700
710
720
690
700
706
708
710
720
724
680
690
698
710
720
720
710
680
720
710
700
726
728
730
730
736
726
704
706
708
730
728
726

CONEJO CENTER DRIVE
710
720
728
728
728
729
725
723
FF = 728.50'

PROPOSED BUILDING

3.5%

3.5%
1%
1%
1%
2% 2% 2% 2% 2% 2%
2% 2%
2% 2%
2% 2%
2% 2%

1.8% 2% 2%
2%
2%
3%
8%
1%
1%
1%
1%
1% 2%
2%
1% 1.2%
1% 1%
2% 1% 1%
1%
1%
1% 1% 1.4%
1%
2%
3%
2%
1% 1%

1.4%

2.5%
1%

1.2%
2%
720
725
725
730
729
730 729
728
725
726
736
728

LAWRENCE DRIVE

2.5% 1%
2%
2:1 CUT
SLOPE
2:1 CUT
SLOPE
1%
1%
2% 1%
2%

0.5%

0.5%
1%
1%

ISLAND PLANTER
P/L
P/L
R/W
C/L
R/W
2%
R/W
C/L
R/W
B
728
727
728
725
727
727
728
< < <
<
< < < < <
< <
< <
< <
< <
< < <
< <
< < <
< < < <
< < < < <
< < < < < <
<
<
<
<
B
1+00.00
2+00.00
3+00.00
4+00.00
5+00.00
5+25.35
BP: 1+00.00
PC: 1+23.59
Mid: 1+34.71
PT: 1+45.83
PC: 2+93.79
Mid: 3+94.97
PT: 4+96.15
EP: 5+25.35
1+50.00
2+50.00
3+50.00
4+50.00
2:1 FILL SLOPE
A A 726.80 TG CUT FILL
CUT
FILL
FILL CUT728
727
2:1 CUT
SLOPE
9' RETAINING

WALL MAX
735
740
745
740
735
745
750
755
5' RETAINING

WALL MAX
9' RETAINING

WALL MAX
PROPOSED 6" CURB
AND 1' GUTTER

DRIVEWAY PROFILE

PER THIS SHEET
2:1 FILL SLOPE
2' BACK OF

WALL SWALE
2:1 FILL SLOPE
7' RETAINING

WALL MAX
2:1 CUT SLOPE
3' RETAINING

WALL MAX
2:1 FILL SLOPE
2:1 FILL SLOPE
2:1 FILL SLOPE
680
685
690
695
700
705
710
715
720
725
730
735
740
745
750
755
760
0+00
0+05
0+10
0+15
0+20
0+25
0+30
0+35
0+40
0+45
0+50
0+55
0+60
0+65
0+70
0+75
0+80
0+85
0+90
0+95
1+00
1+05
1+10
1+15
1+20
1+25
1+30
1+35
1+40
1+45
1+50
1+55
1+60
1+65
1+70
1+72
(P) GRADE
2:1 FILL SLOPE
SLOPE

EASEMENT
5'
CONEJO
CENTER
DRIVE
(E) GRADE
720
725
730
735
740
745
750
755
760
765
770
775
780
785
790
0+00
0+05
0+10
0+15
0+20
0+25
0+30
0+35
0+40
0+45
0+50
0+55
0+60
0+65
0+70
0+75
0+80
0+85
0+90
0+95
1+00
1+05
1+10
1+15
1+20
1+25
1+27
(P) RETAINING WALL
(P) DRIVEWAY
4'(P) RETAINING WALL
(P) BACK OF WALL SWALE
P/L
670
675
680
685
690
695
700
705
710
715
720
725
730
735
740
745
750
755
760
765
770
1+00
1+05
1+10
1+15
1+20
1+25
1+30
1+35
1+40
1+45
1+50
1+55
1+60
1+65
1+70
1+75
1+80
1+85
1+90
1+95
2+00
2+05
2+10
2+15
2+20
2+25
2+30
2+35
2+40
2+45
2+50
2+55
2+60
2+65
2+70
2+75
2+80
2+85
2+90
2+95
3+00
3+05
3+10
3+15
3+20
3+25
3+30
3+35
3+40
3+45
3+50
3+55
3+60
3+65
3+70
3+75
3+80
3+85
3+90
3+95
4+00
4+05
4+10
4+15
4+20
4+25
4+30
4+35
4+40
4+45
4+50
4+55
4+60
4+65
4+70
4+75
4+80
4+85
4+90
4+95
5+00
5+05
5+10
5+15
5+20
5+25 5+25
PROPOSED GRADE @ DRIVEWAY C/L

5.5%
729.38 FS 4+96.87
711.62 FS 1+93.35 2% 7.0% (-2%) -2%
EXISTING GRADE @ DRIVEWAY C/L
2%
728.81 FL 5+25.35
706.98 FS 1+20.00
50'
VC
PVI STA = 3+19.63
PVI ELEV = 721.815
HIGH POINT ELEV = 723.192
HIGH POINT STA = 3+44.63
BVCS: 2+94.63
BVCE: 719.798
EVCS: 3+44.63
EVCE: 723.192
20' VC
PVI STA = 4+31.97
PVI ELEV = 728.000
HIGH POINT ELEV = 728.214
HIGH POINT STA = 4+41.97
BVCS: 4+21.97
BVCE: 727.450
EVCS: 4+41.97
EVCE: 728.214 20' VC PVI STA = 1+30.03 PVI ELEV = 707.179 BVCS: 1+20.03
BVCE: 706.986
EVCS: 1+40.03
EVCE: 707.881

8.0%
DATE REVISED: 7-1-06
<BLDG. DIVISION - ADA COMPLIANCE>
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS
DEVELOPMENT ENGINEERPLANNING DIVISION<TRAFFIC ENGINEER><COSCA>

DATEDATEDATEDATEDATE

CITY OF THOUSAND OAKS
DESCRIPTION OF CHANGE SYMBOL REV. R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

REGISTERED ENGINEER ENGINEER'S SEAL
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE CITY OF THOUSAND OAKS DWG. NO. SHEET ____OF____ 8 1 1
59497

PR, DHPRDH
06/23/2106/23/2106/23/21 N/A

CONCEPT GRADING PLAN
2 4

CONEJO CENTER DR
THOUSAND OAKS, CA 91320

LEGEND & ABBREVIATIONS

PROJECT BOUNDARY

STORM DRAIN SD
SSFS

PROPOSEDSANITARY SEWERFINISHED SURFACE
(P)

EXISTING (E)/EX

GRADING DAYLIGHT LINE EXISTING CONTOURPROPOSED CONTOUR
824824FG FINISHED GRADEFL FLOWLINE
DEVELOPER:

NAME: ARC INVESTMENT GROUP, LLC ADDRESS: 2415 CAMPUS DR. #100, IRVINE, CA 92612 DEVELOPER'S ENGINEER:NAME: DAX CONSULTING, INC.

ADDRESS: 4500 PARK GRANADA, SUITE 202 REPRESENTATIVE: DAX HOFF TELEPHONE: (310) 598-8157 REPRESENTATIVE: LINDSAY JONES TELEPHONE: (626) 255-6159 CALABASAS, CA 91302

VICINITY MAP
NTS
BENCH MARK : COUNTY OF VENTURALOT 2 OF TRACT NO. 4823-2, IN THE CITY OF THOUSAND OAKS, COUNTY OF

VENTURA, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGES 48 TO 50

INCLUSIVE OF MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

ASSESSORS PARCEL NUMBER: 667-0-080-015 AND 667-0-080-035

PROJECT SITE
DIRT QUANTITIES:

CUT: 9,367 C.Y.

FILL: 9,339 C.Y.

NET: 28 C.Y. (EXPORT)

PROPOSED VEHICLE

MAINTENANCE FACILITY

PROPOSED BUILDINGS (PROJECT SITE)

MAINTENANCE BUILDING
  
  
 
 

OFFICE / DISPATCH / PARTS / CUSTOMER SERVICE BUILDING
 
     

BUILDING SUMMARY

PARKING SUMMARY


      

PARKING PROVIDED

PROJECT SITE (AREA OF WORK)
       

     

 

PROJECT SITE (AREA OF WORK)
         
  

PROJECT SUMMARY
  
 

CUT/ FILL CONTACT LINE
SCALE: 1"=20' SCALE: 1"=20'
SCALE: 1"=20'
REMOVAL AND RECOMPACTION: 1,349 C.Y.

CONEJO CENTER DRIVE
FF = 728.50' PROPOSED BUILDING

LAWRENCE DRIVE
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<

FENCE AND
GATE
FENCE
FENCE
FENCE
GATE
GATE
FENCE
FENCE
9' RETAINING

WALL MAX
5' RETAINING

WALL MAX
9' RETAINING

WALL MAX
7' RETAINING

WALL MAX
3' RETAINING

WALL MAX
DATE REVISED: 7-1-06
<BLDG. DIVISION - ADA COMPLIANCE>
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS
DEVELOPMENT ENGINEERPLANNING DIVISION<TRAFFIC ENGINEER><COSCA>

DATEDATEDATEDATEDATE

CITY OF THOUSAND OAKS
DESCRIPTION OF CHANGE SYMBOL REV. R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

REGISTERED ENGINEER ENGINEER'S SEAL
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE CITY OF THOUSAND OAKS DWG. NO. SHEET ____OF____ 8 1 1
59497

PR, DHPRDH
06/23/2106/23/2106/23/21 N/A

CONCEPT GRADING PLAN
3 4

CONEJO CENTER DR
THOUSAND OAKS, CA 91320

LEGEND & ABBREVIATIONS

PROJECT BOUNDARYGRADING DAYLIGHT LINE
DEVELOPER:

NAME: ARC INVESTMENT GROUP, LLC ADDRESS: 2415 CAMPUS DR. #100, IRVINE, CA 92612 DEVELOPER'S ENGINEER:NAME: DAX CONSULTING, INC.

ADDRESS: 4500 PARK GRANADA, SUITE 202 REPRESENTATIVE: DAX HOFF TELEPHONE: (310) 598-8157 REPRESENTATIVE: LINDSAY JONES TELEPHONE: (626) 255-6159 CALABASAS, CA 91302

VICINITY MAP
NTS
BENCH MARK : COUNTY OF VENTURALOT 2 OF TRACT NO. 4823-2, IN THE CITY OF THOUSAND OAKS, COUNTY OF

VENTURA, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGES 48 TO 50

INCLUSIVE OF MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

ASSESSORS PARCEL NUMBER: 667-0-080-015 AND 667-0-080-035

PROJECT SITE

PROPOSED VEHICLE

MAINTENANCE FACILITY
1,940 LF FENCE AND GATE805 LF OF RETAINING WALL
DIRT QUANTITIES:

CUT: 9,367 C.Y.

FILL: 9,339 C.Y.

NET: 28 C.Y. (EXPORT)
REMOVAL AND RECOMPACTION: 1,349 C.Y.

SD SD SD
SD
SD
SD
SD SD
720
726
716
710
720
730
740
750
760
762
764
766
768
770
760
750
740
740
732
734
732
750
740
730
700
710
720
690
700
706
708
710
720
724
680
690
698
710
720
720
710
680
720
710
700
726
728
730
730
736
726
704
706
708
730
728
726 725.20 TG
722.25 INV
725.35 TG
721.73 INV
725.74 MH721.68 INV
726.22 MH721.10 INV
725.25 TG
720.92 INV
725.33 TG
720.31 INV
726.58 MH720.06 INV
726.23 MH
723.00 INV
OUT
725.20 TG721.47 INV
725.23 TG720.87 INV
725.80 TG721.34 INV
726.72 TG721.62 INV
725.26 TG721.88 INV
726.85 TG722.41 INV
726.30 TG723.00 INV
726.30 TG
722.61 INV
725.74 TG721.47 INV
726.69 SMH718.00 INV
720.00
INV-IN

0.5% >>

0.5% >>

0.5% >>

0.5% >>

0.5% >>

0.5% >>

0.5% >>

0.5% >>
<<1.5%
<<0.5%

0.5% >>

0.5% >>

0.4% >>

0.4% >>
719.00
INV
PROPOSED 27' x 98' CONTECH CMPDETENTION SYSTEM
STORAGE VOLUME REQUIRED = 15,032STORAGE VOLUME PROVIDED = 15,047 720.56 SD INV718.38 SS INV

CONEJO CENTER DRIVE
710
720
728
728
728
729
725
723
FF = 728.50'

PROPOSED BUILDING
720
725
725
730
729
730 729
728
725
726
736
728

LAWRENCE DRIVE
728
727
728
725
727
727
728 <<0.5% 726.8 TG 720.40 INV
728.00 MH
718.00 INV
707.40 MH
703.00 INV
708.95 TG
707.00 INV
707.15 TG
704.00 INV
10% >>
706.00
INV 706.50
INV-IN
703.50
INV-IN
709.50

INV-OUT
65% >>
716.20 TG
714.00 INV
713.00
INV
709.35 TG
708.50 INV
8'X16'

BIOFILTRATION BOX
728
727
735
740
745
740
735
745
750
755
729.10 MH723.08 INV
730.80 TG723.50 INV
734.10 TG723.75 INV
728.30 TG
724.10 INV
732.15 TG
724.35 INV

1.0% >>

1.0% >>
DATE REVISED: 7-1-06
<BLDG. DIVISION - ADA COMPLIANCE>
REVIEWED FOR PERMIT ISSUANCE BY:

CITY OF THOUSAND OAKS
DEVELOPMENT ENGINEERPLANNING DIVISION<TRAFFIC ENGINEER><COSCA>

DATEDATEDATEDATEDATE

CITY OF THOUSAND OAKS
DESCRIPTION OF CHANGE SYMBOL REV. R.C.E. DATE P.D.E. DATE RCE NUMBER PREPARED BY:

REGISTERED ENGINEER ENGINEER'S SEAL
DATE
DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATEDATE CITY OF THOUSAND OAKS DWG. NO. SHEET ____OF____ 8 1 1
59497

PR, DHPRDH
06/23/2106/23/2106/23/21 N/A

CONCEPT DRAINAGE AND UTILITY PLAN
44 LEGEND & ABBREVIATIONS

PROJECT BOUNDARY

STORM DRAIN SD
SSFS

PROPOSEDSANITARY SEWERFINISHED SURFACE
(P)

EXISTING (E)/EX

GRADING DAYLIGHT LINEEXISTING CONTOURPROPOSED CONTOUR
824824FG FINISHED GRADEFL FLOWLINE

VICINITY MAP
NTS
BENCH MARK : COUNTY OF VENTURALOT 2 OF TRACT NO. 4823-2, IN THE CITY OF THOUSAND OAKS, COUNTY OF

VENTURA, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGES 48 TO 50

INCLUSIVE OF MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

ASSESSORS PARCEL NUMBER: 667-0-080-015 AND 667-0-080-035 DEVELOPER:

NAME: ARC INVESTMENT GROUP, LLC ADDRESS: 2415 CAMPUS DR. #100, IRVINE, CA 92612 DEVELOPER'S ENGINEER:NAME: DAX CONSULTING, INC.

ADDRESS: 4500 PARK GRANADA, SUITE 202 REPRESENTATIVE: DAX HOFF TELEPHONE: (310) 598-8157 REPRESENTATIVE: LINDSAY JONES TELEPHONE: (626) 255-6159 CALABASAS, CA 91302

CONEJO CENTER DR
THOUSAND OAKS, CA 91320

PROPOSED VEHICLE

MAINTENANCE FACILITY

PROJECT SITE

PROPOSED BUILDINGS (PROJECT SITE)

MAINTENANCE BUILDING
  
 
 
 
 

OFFICE / DISPATCH / PARTS / CUSTOMER SERVICE BUILDING
 
     

BUILDING SUMMARY

PARKING SUMMARY


      

PARKING PROVIDED

PROJECT SITE (AREA OF WORK)
       

     

 

PROJECT SITE (AREA OF WORK)
       
  
  

PROJECT SUMMARY
  
 
DIRT QUANTITIES:

CUT: 9,367 C.Y.

FILL: 9,339 C.Y.

NET: 28 C.Y. (EXPORT)
REMOVAL AND RECOMPACTION: 1,349 C.Y.

RECEIVED
February 07, 2022

CITY OF THOUSAND OAKS

COMMUNITY DEVELOPMENT
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JRMA 2021 All Rights Reserved ©
Proposed VehicleHauling Facility
2550 Conejo Center Drive, Thousand Oaks, CA
Job No.5698

12.21.2021 A1.1
N
TRUE
NORTH
SCALE: 1"=40'-0"
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CONCEPTUAL SITE PLAN - SCHEME 9
 
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PROJECT SUMMARY
         

PROJECT SITE (AREA OF WORK)
            


PROJECT SUMMARY
 

N
TRUE
NORTH
SITE

LOCATION

VICINITY MAP













YARD
AREA





EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

FILL CUT
FILL
CUT











EXISTING

BUILDING



FILL

OFFICE / DISPATCH /

PARTS / CUSTOMER

SERVICE BUILDING
8,000 S.F. (2-STORY)








MAINTENANCE BUILDING
13,440 S.F. (1-STORY)










UNDEVELOPED

AREA (SLOPE)
136,010 S.F.
(3.12 ACRES)





 









UNDEVELOPED

AREA (PAD)
138,470 S.F.
(3.18 ACRES)











  












  












 









  



























PROJECT SITE
(AREA OF WORK)
192,490 S.F.
(4.42 ACRES)



PROJECT INFORMATION
LEGAL DESCRIPTION 
 

PROPERTY INFORMATION
  
 
 
   

PROPERTY ADDRESS


CUT






























PARKING REQUIRED

    

PARKING PROVIDED

PROJECT SITE (AREA OF WORK)
          

CIVIL ENGINEER


 
 

LANDSCAPE



 

 



CONSULTANTS

APPLICANT



 
 


ARCHITECT



 
 

 



PROPOSED BUILDINGS (PROJECT SITE)

MAINTENANCE BUILDING
  
 
 
 
 OFFICE / DISPATCH / PARTS / CUSTOMER SERVICE BUILDING  
    


BUILDING SUMMARY

PARKING SUMMARY
LEGEND
     





 
   
  
 
 






 





RECEIVED
January 03, 2022

CITY OF THOUSAND OAKS

COMMUNITY DEVELOPMENT
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© JRMA 2021 All Rights Reserved

PROPOSED VEHICLE MAINTENANCEFACILITY
Job No. 5698
12/21/21
FIRST FLOOR PLANThousand Oaks, CA A2.1
žÄ
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© JRMA 2021 All Rights Reserved

PROPOSED VEHICLE MAINTENANCEFACILITY
Job No. 5698
12/21/21
SECOND FLOOR PLANThousand Oaks, CA A2.2 TRUE NORTH N N REFERENCE NORTH žÄ
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© JRMA 2021 All Rights Reserved

PROPOSED VEHICLE MAINTENANCEFACILITY
Job No. 5698
12/21/21
EXTERIOR ELEVATIONSThousand Oaks, CA A5.1
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NOTE TO CONTRACTOR

DO NOT SCALE DRAWINGS

CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL

IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME.

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST CALIFORNIA CODE OF REGULATIONS (CCR), NATIONAL ELECTRICAL CODE EDITION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS.

2. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTS TO ACCOMMODATE CONDUCTORS SHOWN.

3. WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL APPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED.

4. CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTION AS REQUIRED TO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS.

5. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW

DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL TIMES.

6. FURNISH PULL STRING IN EACH RACEWAY RUN OVER 10' IN LENGTH, IN WHICH PERMANENT WIRING IS NOT INSTALLED.

7. PROVIDE PULL BOXES WHEREVER NECESSARY TO FACILITATE PULLING OF CONDUCTORS. COORDINATE LOCATIONS OF BOXES WITH OTHER TRADES TO AVOID CONFLICT. PULL BOXES SHALL BE ACCESSIBLE. THE SIZE OF PULL BOX SHALL COMPLY WITH N.E.C. REQUIREMENTS.

8. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDE ENVIRONMENT (UP TO 16') SHALL BE WEATHERPROOF TYPE, NEMA 3R.

9. NO CONDUIT RUNS SHALL BE ALLOWED IN CONCRETE SLABS. ALL CONDUITS WILL BE PLACED ABOVE ACCESSIBLE CEILING SPACES UNLESS SPECIFICALLY INDICATED TO BE UNDERGROUND.

10. ALL ELECTRIC MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ON ALL ELECTRICAL EQUIPMENT.

11. ALL DISTRIBUTION AND CONTROL EQUIPMENT (SUCH AS CB's, SWITCHES, CONTACTORS, ETC.), TERMINATIONS SHALL BE FULLY RATED PER UL AS FOLLOWS:
a. 125A OR LESS : 60°C OR MORE;
b. MORE THAN 125A : 75°C OR MORE.

12. ANY ERRORS, OMISSIONS, OR DESIGN DISCREPANCIES ON PLANS OR SPECIFICATIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ELECTRICAL ENGINEER FOR CLARIFICATION OR CORRECTION PRIOR TO CONSTRUCTION AND PREPARATION OF SUBMITTAL PACKAGES.

13. CONDUCTORS SHALL HAVE UNDERWRITER'S LABORATORIES, INC.(UL) LISTED, 600 VOLT INSULATION OF TYPE SPECIFIED BELOW OR ELSEWHERE IN THE SPECIFICATIONS. CONDUCTORS SHALL BE COPPER AND LISTED FOR 90 DEGREE APPLICATIONS.

1. BRANCH CIRCUITS - LIGHTING AND POWER.
a. #10 AWG AND SMALLER, SOLID WIRE TYPE THW OR THHN/THWN-2, THHW(THHN FOR DRY LOCATION ONLY). b. #8 AWG TO #2 AWG, STRANDED TYPE THW OR THHN/THHW.
c. #1 AWG AND LARGER, STRANDED TYPE XHHW.

2. FEEDERS : TYPE THW OR THHN/THWN-2, OR XHHW.

14. PROVIDE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN EACH RACEWAY INCLUDING CONDUITS, PLUG STRIPS, WIREMOLD. SIZE OF GROUNDING SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE ARTICLE 250.

15. WIRING METHOD SHALL BE EMT ABOVE GROUND AND MOUNTED IN CONCEALED SPACES AND SCHEDULE-40 PVC FOR UNDERGROUND INSTALLATION. USE RIGID WHEN ENCASED IN CONCRETE OR SUSCEPTIBLE TO DAMAGE.

16. USE 10AWG CONDUCTORS FOR 20 AMPERE, 120V BRANCH CIRCUITS LONGER THAN 75 FEET.

USE 10AWG CONDUCTORS FOR 20 AMPERE, 277V BRANCH CIRCUITS LONGER THAN 200 FEET.

17. UNLESS OTHERWISE INDICATED, SHARING OF NEUTRAL/GROUNDED CONDUCTORS AMONG SINGLE PHASE BRANCH CIRCUITS OF DIFFERENT PHASES INSTALLED IN THE SAME RACEWAY IS NOT PERMITTED. PROVIDE DEDICATED NEUTRAL/GROUNDED CONDUCTOR FOR EACH INDIVIDUAL BRANCH CIRCUIT.

18. APPLICABLE CODES

ABBREVIATIONS

GENERAL NOTES

1. 2019 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.

2. 2019 CALIFORNIA BUILDING CODE (CBC),PART 2, TITLE 24 C.C.R. (IBC WITH AMENDMENTS)

3. 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (NEC WITH AMENDMENTS)

4. 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (UMC WITH AMENDMENTS)

5. 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (UPC WITH AMENDMENTS)6. 2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (IFC WITH AMENDMENTS)

7. 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.

8. 2019 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.9. 2019 CALIFORNIA ENERGY CODE (PART 6, TITLE 24 C.C.R.)

10. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSG), PART 11, TITLE 24 C.C.R.

SURFACE MOUNTED DOUBLE FACE EXIT SIGN (UNIVERSAL ARROWS INDICATED AS NEEDED)SWITCH, SINGLE POLE 20A. MOUNTED 48" A.F.F. TO TOP OF DEVICE. SUBSCRIPTS INDICATE THE FOLLOWING:

M - MOTOR RATED K - KEY OPERATED
3 - THREE WAY D - DIMMER SWITCH
4 - FOUR WAY T - TIMED SWITCH
2'X4' RECESSED LUMINAIRE. FN INDICATES LUMINAIRE TYPE - REFER TO LUMINAIRE SCHEDULE,TYPICAL. SUBSCRIPT 2ab REFERS TO CIRCUIT AND SWITCH LEG 'a' AND 'b'. SUBSCRIPT N/L REFERS TO UNSWITCHED LEG.
2'X4' RECESSED FLUORESCENT LUMINAIRE WITH 90MIN. EMERGENCY BATTERY BACKUP

SURFACE MOUNTED SINGLE FACE EXIT SIGN (UNIVERSAL ARROWS INDICATED AS NEEDED) a, b, c, ETC. - DESIGNATES SWITCH-LEGS CONTROLLED AND QUANTITY OF SWITCHES AT EACH LOCATION.

OCCUPANCY SENSOR, DUAL-TECHNOLOGY, SURFACE CEILING MOUNTED. WATT STOPPER MODEL #DT-300 OR LEVITON MODEL #OSC20-M0W. PROVIDE WITH POWER PACK(S) AS REQUIRED.

DUAL TECHNOLOGY OCCUPANCY SENSOR, SURFACE WALL MOUNTED 180° U.O.N. LEVITONMODEL #OSSMT-GD (FOR SINGLE POLE SWITCHING) & LEVITON MODEL #OSSMD-GD FOR (DUAL

SWITCHING)
LOW-VOLTAGE OVERRIDE SWITCH. NUMBER INDICATES OVERRIDE SWITCH. A,B,C, ETC.DESIGNATES ZONE AS SHOWN ON LIGHTING ZONE SCHEDULE.

LOW-VOLTAGE DIMMER SWITCH. MOUNTED 48" A.F.F. TO TOP OF DEVICE. a, b, c, ETC. -DESIGNATES SWITCH-LEGS CONTROLLED AND QUANTITY OF SWITCHES AT EACH LOCATION.

LOW-VOLTAGE OCCUPANCY SENSOR, DUAL-TECHNOLOGY, SURFACE CEILING MOUNTED INTERCONNECTED TO NETWORK LIGHTING CONTROLS.

CEILING MOUNTED DIGITAL ROOM CONTROLLER INTERCONNECTED TO NETWORK LIGHTING CONTROLS.

LIGHTING LEGEND AND SYMBOLS

SYMBOL DESCRIPTION
FNAB
N/L
FNE

A AMPEREAF AMPERE FRAME RATING (CIRCUIT BREAKER)AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAFU AMPERE FUSE RATING (FUSE)AIC AMPERE INTERRUPTING CAPACITYAS AMPERE SWITCH RATING (FUSE)AT AMPERE TRIP RATING (CIRCUIT BREAKER)AWG AMERICAN WIRE GAUGE

BKBD BACKBOARDBLDG BUILDINGBKR BREAKER

C CONDUITCB CIRCUIT BREAKERCKT CIRCUITCFSD COMBINATION FIRE SMOKE DAMPERCO CONDUIT ONLYCONC CONCRETECT CURRENT TRANSFORMERCU COPPERCL CENTERLINE

DISC DISCONNECTDSBN DISTRIBUTION SECTIONDN DOWNDWG DRAWING

EA EACHEC ELECTRICAL CONTRACTOREM EMERGENCYEMT ELECTRICAL METALLIC TUBINGEXIST, (E) EXISTINGEXO EXTERNAL OPERABLE DISCONNECTF FUSEFA FIRE ALARMFACP FIRE ALARM CONTROL PANELFF FINISHED FLOORFG FINISHED GRADEFLA FULL LOAD CURRENTFLUOR FLUORESCENT

GEC GROUNDING ELECTRODE CONDUCTORGEN GENERATORGFCI GROUND FAULT CIRCUIT INTERRUPTERGFP GROUND FAULT PROTECTIONGND GROUND

HOA HAND-OFF-AUTOMATICHP HORSE POWERHV HIGH VOLTAGE

IDF INTERMEDIATE DISTRIBUTION FRAMEIG ISOLATED/INSULATED GROUNDINCAND INCANDESCENTISC SHORT CIRCUIT CURRENT AVAILABLE IN RMS

SYMMETRICAL AMPERES

J-BOX JUNCTION BOX

KCMIL THOUSAND CIRCULAR MILSKW KILOWATTKV KILO VOLTKVA KILO VOLT-AMPERELDC LOCAL DISTRIBUTION CABINETLDF LOCAL DISTRIBUTION FRAMELCL LONG CONTINUOUS LOADLTG LIGHTINGLV LOW VOLTAGEMFR MANUFACTURERMAX MAXIMUMMCC MOTOR CONTROL CENTERMIN MINIMUMMH MANHOLE / METAL HALIDEM/M METER AND MAIN SECTIONMULTI MULTI-METER SECTIONMV MEDIUM VOLTAGENC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURER'S

ASSOCIATION

NEW (N) NEW, TO BE FURNISHED AND INSTALLED BY

CONTRACTOR

NF NON-FUSEDNIC NOT IN CONTRACTN/L NIGHT LIGHTNO NUMBER, NORMALLY OPENNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETER

P POLEPB PULL BOXPF POWER FACTORPNL PANELPOC POINT OF CONNECTIONPP POWER POLEPWR POWERPVC POLYVINYL CHLORIDE

QUAD QUADRUPLEXQTY QUANTITY

REQD REQUIREDREQMT REQUIREMENTRGS RIGID GALVANIZED STEELRMC RIGID METALLIC CONDUITRM ROOMRNC RIGID NONMETALLIC CONDUIT

SHT SHEETSN SOLID NEUTRALSPEC SPECIFICATIONSSPDT SINGLE POLE, DOUBLE THROWSPST SINGLE POLE, SINGLE THROWSW SWITCHSWBD SWITCHBOARD

TC TIME CLOCKTEL TELEPHONETERM TERMINALTP TEMPORARY POLE

TYP TYPICAL

UGPS UNDERGROUND PULL SECTIONUL UNDERWRITERS LABORATORYUPS UNINTERRUPTIBLE POWER SUPPLYUON UNLESS OTHERWISE NOTED

V VOLT, VOLTAGEVA VOLT-AMPEREVFC VARIABLE FREQUENCY CONTROLLERVFD VARIABLE FREQUENCY DRIVE

W WATTWH WATT-HOURWP WEATHERPROOFWT WEATHERTIGHTWW WIREWAY

XP EXPLOSION PROOF

Z IMPEDANCE
4W FOUR-WIRE
3W THREE-WIRE5S JUNCTION BOX
(4 11/16" SQUARED X2 1/8" DEEP)
Ø DIAMETER, PHASE
# NUMBER
°C DEGREE CELSIUS
(E) EXISTING DEVICE TO REMAIN(R) REMOVE EXISTING DEVICE AND ASSOCIATED

CONDUIT AND WIRE
(RL) REMOVE EXISTING DEVICE AND RELOCATE AS

SHOWN ON PLAN
(NL) NEW LOCATION OF RELOCATED DEVICE

1. EQUALS SHALL BE CONSIDERED UPON SUBMITTAL REVIEW AND APPROVAL. PLEASE NOTE THAT IF AN ALTERNATE IS CONSIDERED:
a. THE CONTRACTOR IS COMPLETELY AND SOLELY RESPONSIBLE FOR ALL ASPECTS OF THE SUBSTITUTION INCLUDING UPDATING CONSTRUCTION DOCUMENTS, OBTAINING APPROVALS AND PERMITS FROM LOCAL AUTHORITY, AND COORDINATING WITH ALL TRADES TO ENSURE CHANGES TO AFFECTED BUILDING SYSTEM ARE ACCOUNTED FOR AND ACCEPTABLE TO THE ENGINEERING TEAM. CONTRACTOR SHALL ENSURE SUBSTITUTED EQUIPMENT MEETS OR EXCEEDS DESIGN INTENT REGARDING RATINGS, PERFORMANCE, DIMENSIONAL CLEARANCES, PHYSICAL DIMENSIONS (MAX/MIN), WEIGHT LIMITATIONS, AND OTHER ASPECTS, PROVING SUBSTITUTION IS SUITABLE TO THE APPLICATION. ENGINEERS WILL REVIEW THE RATING AND PERFORMANCE OF SUBSTITUTED EQUIPMENT ONLY AND WILL NOT ASSUME RESPONSIBILITY FOR SUBSTITUTION AT ANY LEVEL. b. IF CONTRACTOR CANNOT MAKE SUBSTITUTED EQUIPMENT WORK IN THIS PROJECT, CONTRACTOR SHALL REVERT TO REQUIREMENTS OF PERMITTED CONSTRUCTION DOCUMENTS AT THEIR EXPENSE. c. IT IS UNDERSTOOD BY ALL PARTIES THAT ANY SUBSTITUTIONS OF SPECIFIED PRODUCTS ARE DONE FOR THE PURPOSE OF COST SAVINGS TO THE OWNER. THEREFORE, ANY MATERIAL SUBSTITUTION OR DEVIATIONS PROPOSED BY THE CONTRACTOR SHALL BE INCLUDED WITH THE INITIAL BID AND SHALL SHOW A LINE ITEMS CREDIT TO THE OWNER FOR EACH SUBSTITUTION IN LIEU OF SPECIFIED PRODUCTS. d. CONTRACTOR SHALL PROVIDE A POINT BY POINT PHOTOMETRIC STUDY FOR ALL AREAS WHERE ALTERNATE FIXTURES ARE SUBMITTED. LIGHT LEVELS WILL BE REVIEWED FOR COMPLIANCE WITH PROJECT REQUIREMENTS AND BASIS OF DESIGN VALUES.

2. THE FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURERS CATALOG NUMBERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CORRECT CEILING CONFIGURATION AND PROVIDE THE FIXTURES WITH ALL NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEM AND THE FIXTURE CONSTRUCTION MATCHES. PROVIDE SEISMIC HANGERS AS REQUIRED.

3. IT SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ALL LIGHTING FIXTURES AND TYPE OF CEILING WITH ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ANY WORK. SEE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ANY WORK. SEE ARCHITECTURAL ELEVATION DRAWING FOR MOUNTING HEIGHTS OF WALL MOUNTED FIXTURES.

4. A COMPLETE TITLE 24 COMPLIANT LIGHTING CONTROL SYSTEM SHALL BE PROVIDED TO CONTROL ALL INTERIOR AND EXTERIOR LIGHTING SYSTEMS. REFER TO LIGHTING CONTROL DIAGRAMS, SCHEDULES AND DETAILS.

5. BATTERY PACK EMERGENCY TEST SWITCHES SHALL BE INTEGRAL TO LIGHT FIXTURE. COORDINATION OF SWITCH LOCATION IS REQUIRED WITH DESIGN TEAM IF INTEGRAL INSTALLATION IS NOT POSSIBLE.

6. FIXTURES DESIGNATED AS EMERGENCY SHALL BE SUPPLIED WITH INTEGRAL BATTERY PACK CAPABLE OF POWERING TWO T8 LAMPS FOR 90 MINUTES WITH A TOTAL LIGHT OUTPUT OF 1100 LUMENS OR ONE F13 BIAX FOR 90 MINUTES WITH A TOTAL LIGHT OUTPUT OF 520 LUMENS.

7. PROVIDE ALL REQUIRED MOUNTING HARDWARE ANCHORAGE AND SUPPORTS TO INSTALL LIGHTING FIXTURES.8. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERABLE LIGHTING SYSTEM AS PART OF THIS BUILDING CONTRACT.9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE FIXTURE BALLAST OR DRIVER VOLTAGE MATCHES THE CIRCUIT VOLTAGE SUPPLYING FIXTURE PRIOR TO ORDERING.

10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY BALLAST/DRIVER DIMMING CONFIGURATION IS COMPATIBLE WITH CONTROLS BEING PROVIDED PRIOR TO ORDERING FIXTURES. EX. 2 WIRE, 3 WIRE, 4 WIRE, 0-10V, CAT 5, ETC.11. LED LIGHT FIXTURES SHALL BE IN ACCORDANCE WITH IES, NFPA, UL, AS SHOWN ON THE DRAWINGS, AND AS SPECIFIED.12. LED LIGHT FIXTURES SHALL BE REDUCTION OF HAZARDOUS SUBSTANCES (ROHS)-COMPLIANT.13. LED DRIVERS SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED:
x MINIMUM EFFICIENCY: 85% AT FULL LOAD.x MINIMUM OPERATING AMBIENT TEMPERATURE: -20 DEG C. (-4 DEG F.)x INPUT VOLTAGE: 120 - 277V (±10%) AT 60 HZ., UNLESS OTHERWISE INDICATED.x INTEGRAL SHORT CIRCUIT, OPEN CIRCUIT, AND OVERLOAD PROTECTION.x POWER FACTOR: >=0.95.x TOTAL HARMONIC DISTORTION: <=20%.x COMPLY WITH FCC 47 CFR PART 15.

14. LED MODULES SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED:
x COMPLY WITH IES LM-79 AND LM-80 REQUIREMENTS.x MINIMUM CRI 80 AND COLOR TEMPERATURE 4000K UNLESS OTHERWISE SPECIFIED IN LUMINAIRE SCHEDULE.x MINIMUM RATED LIFE: 50,000 HOURS PER IES L70.x LIGHT OUTPUT LUMENS AS INDICATED IN THE LUMINAIRE SCHEDULE.

25. ALL FIXTURES MOUNTED OUTDOORS SHALL BE UL LISTED FOR WET LOCATION.

LUMINAIRE SCHEDULE NOTES

LUMINAIRE SCHEDULE
TYPE VOLTS WATTAGE LAMPS FIXTURE DESCRIPTION MFR. CATALOG # MOUNTING SYMBOL NOTES MVOLT S1 54W
POLETOP LED AREA FIXTURE WITH TYPE 5
WIDE DISTRIBUTION MOUNTED AT +20'-0"
A.F.F. INTEGRATED MOTION/AMBIENT
SENSOR.

LITHONIA LED 40K DSX1-P1-40K-T5W-MVOLT -PIRH POLE
LUMENS
6,967LM
MVOLT S3 8W WALL MOUNT LED FIXTURE MOUNTED AT +15'-0" A.F.F. LIGMAN LED 40K ULEW-T3-W40-*-* WALL 1,982LM MVOLT S2 54W
POLETOP LED AREA FIXTURE WITH TYPE 3MEDIUM DISTRIBUTION MOUNTED AT +20'-0" A.F.F. INTEGRATED MOTION/AMBIENT
SENSOR.

LITHONIA LED 40K DSX1-P1-40K-T3M-MVOLT -PIRH POLE 7,182LM TRUE
NORTH
SCALE: 1"=40'-0"
    
San Bernardino, CA 92408Phone: 909.890.3700Fax: 909.890.3770 2550 CONEJO CENTER DRIVE, THOUSAND OAKS, CA
JOB#21-348
E0.1 ELECTRICAL LEGENDS, NOTES, & LUMINAIRE SCHEDULE

SHEET INDEX

SHEET NUMBER SHEET TITLE
E0.1 ELECTRICAL LEGENDS, NOTES, & LUMINAIRE SCHEDULE
E1.0 SITE LIGHTING PLANE1.2 SITE PHOTOMETRICS PLAN
E2.1 LIGHT FIXTURE CUTSHEETS
E3.2 LIGHT FIXTURE CUTSHEETS

RECEIVED
January 03, 2022

CITY OF THOUSAND OAKS

COMMUNITY DEVELOPMENT
TRUE
NORTH
SCALE: 1"=40'-0"
    
San Bernardino, CA 92408Phone: 909.890.3700Fax: 909.890.3770 2550 CONEJO CENTER DRIVE, THOUSAND OAKS, CA
JOB#21-348
E1.0 SITE LIGHTING PLAN

0.3 0.3

0.40.40.40.40.3 0.60.60.50.60.60.60.60.5

0.80.80.70.50.60.90.91.01.00.5 0.81.01.21.20.80.60.50.91.21.51.20.90.3

0.80.81.11.21.00.80.70.50.51.31.61.51.20.80.31.41.20.7 0.80.70.70.80.80.90.80.70.60.50.51.12.21.71.41.10.70.30.41.32.42.02.01.81.51.3

1.00.80.70.70.80.80.70.70.60.50.50.50.62.01.81.61.21.00.81.11.51.81.91.81.91.81.61.2 1.31.20.90.80.70.70.70.70.70.50.50.40.40.50.81.21.31.11.11.11.21.61.51.61.61.71.71.81.82.0

0.90.90.90.80.70.70.60.60.70.40.40.60.71.21.01.01.01.1 1.31.41.21.01.21.51.61.92.0

0.80.80.80.80.70.70.70.60.60.41.10.80.70.90.80.80.91.01.00.80.80.81.21.51.71.81.4 0.90.80.80.70.70.60.60.60.60.70.50.50.70.70.70.80.80.80.80.80.91.31.61.71.51.1

1.51.10.90.80.70.70.60.60.60.30.30.50.50.60.70.81.11.11.00.81.01.41.61.51.3 1.11.10.90.80.70.70.60.60.60.30.30.40.50.60.80.91.21.51.20.90.91.01.31.41.51.2

1.21.41.30.90.70.70.70.60.60.30.40.50.60.80.91.11.21.10.90.80.91.11.41.81.71.7 1.51.61.51.00.70.60.60.50.30.40.50.60.80.91.01.01.00.90.70.81.01.51.61.9

2.2 1.61.91.51.10.60.52.01.20.40.40.40.50.60.81.01.01.00.90.80.70.70.81.11.41.71.91.6

2.31.91.61.30.30.90.90.40.40.50.60.70.91.01.01.00.90.90.80.80.80.91.21.51.81.91.1 2.11.91.80.30.40.40.50.50.60.70.91.01.01.01.00.80.81.01.01.01.11.01.31.71.81.4

1.51.91.90.40.40.40.50.60.70.91.01.21.31.21.00.90.81.11.31.41.51.31.11.51.61.71.4 1.21.51.61.40.40.40.4

0.50.70.80.81.01.11.31.71.41.00.90.80.81.41.81.71.51.41.41.61.92.1 0.81.11.21.00.40.40.40.40.50.70.80.91.01.11.11.21.41.31.01.00.80.71.12.11.91.61.51.41.51.61.82.1

0.41.01.00.80.60.40.40.40.40.50.60.80.91.01.01.11.11.21.21.11.01.00.90.80.92.32.21.81.41.31.31.41.61.81.5 1.01.11.10.90.40.40.40.40.40.40.40.60.70.91.31.31.11.11.21.21.21.11.01.00.90.90.81.01.61.61.41.00.91.21.72.11.7

1.01.31.31.10.50.40.40.40.40.40.40.50.60.70.91.31.51.31.21.21.21.21.11.11.01.00.90.90.70.81.21.10.90.81.21.92.11.81.4 0.81.51.61.30.80.50.40.40.40.40.40.40.40.40.50.60.70.91.11.31.21.21.21.21.21.21.11.11.11.00.90.80.6

0.71.11.11.31.51.82.11.91.40.8 2.11.81.41.20.81.00.40.40.40.50.50.50.50.40.50.50.60.70.91.01.11.11.21.21.21.21.21.21.21.61.30.90.90.80.70.91.41.61.61.92.01.70.8

2.21.91.61.41.01.01.00.60.50.40.50.60.60.70.60.50.50.50.60.70.80.91.01.11.21.21.21.31.21.21.31.51.31.00.90.90.80.91.21.51.71.92.2 1.71.81.5

1.20.70.71.00.90.60.50.50.60.70.80.80.70.70.60.60.60.70.80.91.01.11.11.21.21.21.21.11.11.21.21.01.01.01.01.01.11.31.3 1.61.61.51.40.80.50.60.50.40.50.60.71.01.11.00.80.80.70.60.60.70.70.80.91.01.11.51.41.21.11.11.11.11.11.01.01.01.01.11.10.9

1.61.81.61.10.50.40.30.30.50.60.71.11.51.20.90.90.70.70.70.60.70.70.90.91.11.51.41.11.11.11.11.11.11.01.01.11.11.21.10.7 1.62.01.61.30.70.40.30.30.40.60.70.91.21.21.00.90.80.70.70.60.60.70.70.81.01.21.31.01.01.01.01.01.01.01.11.11.21.21.31.3

1.62.11.91.61.10.5 0.30.30.40.50.70.80.90.91.00.90.80.80.70.60.60.60.60.70.80.90.90.90.91.01.01.01.01.11.11.31.41.41.51.61.5

2.42.11.71.50.90.40.30.30.40.60.80.91.01.01.00.90.80.70.60.60.60.60.70.70.80.80.80.80.90.91.01.01.11.11.41.71.71.72.01.92.2 1.92.01.71.30.70.30.30.40.50.70.80.91.01.01.00.80.70.70.60.60.60.60.60.70.70.70.80.91.01.01.11.11.11.31.41.51.71.82.12.2

1.41.91.81.61.00.40.30.40.50.60.70.91.01.31.21.00.80.70.60.60.60.60.60.60.60.70.80.91.01.01.11.01.01.01.01.01.21.61.71.91.5 1.72.01.61.30.60.30.3

0.40.50.70.80.91.21.51.00.80.70.60.60.60.60.60.60.60.70.80.91.01.11.01.01.01.00.90.80.81.11.51.61.51.2 1.52.01.91.41.00.40.30.40.50.60.70.81.01.00.90.80.70.60.60.60.50.50.50.60.70.80.91.41.31.11.01.00.90.80.70.71.01.61.61.31.0

2.51.81.51.20.70.40.40.40.50.60.70.80.80.80.70.70.60.60.60.50.50.50.50.60.70.91.21.51.10.90.90.90.91.01.21.31.61.51.20.9 1.51.51.20.90.50.40.40.40.50.60.70.70.70.70.70.70.60.60.60.50.50.50.60.70.80.91.00.90.91.01.21.41.51.51.51.61.3

1.11.00.90.70.60.50.40.40.50.60.60.60.70.70.70.70.70.60.50.40.40.50.60.70.70.80.80.91.01.21.51.71.91.81.5 0.80.80.90.90.80.90.60.40.40.50.60.60.70.80.80.80.70.60.50.40.40.40.50.60.60.70.70.80.91.11.41.7

2.02.4 0.50.81.01.11.21.00.50.40.40.50.60.70.81.01.00.80.70.60.50.40.40.40.50.50.60.70.81.11.31.41.10.9

0.41.11.61.41.30.90.50.40.50.60.70.81.11.31.00.70.60.50.40.40.40.50.50.71.01.21.41.10.80.6 0.71.61.71.41.20.80.50.50.60.70.81.01.10.90.70.60.50.40.40.50.71.01.21.41.41.31.1

1.82.01.71.41.20.80.60.60.60.70.80.80.70.60.50.40.40.50.60.91.31.41.71.81.6 1.51.51.20.90.70.70.70.70.70.70.60.50.40.4

0.40.50.70.91.31.71.82.3 1.11.00.90.90.91.11.10.70.60.50.40.30.30.40.60.81.01.21.21.3

0.70.90.91.11.31.41.10.80.50.40.30.40.70.90.90.80.60.3 1.01.21.71.61.51.20.90.60.60.91.21.10.80.60.4

0.91.71.81.81.51.51.41.31.31.41.41.0 1.22.41.81.91.81.81.61.81.71.4

1.21.51.61.81.91.92.4 0.81.31.51.51.4

0.90.5 TRUE
NORTH
SCALE: 1"=40'-0"
    
San Bernardino, CA 92408Phone: 909.890.3700Fax: 909.890.3770 2550 CONEJO CENTER DRIVE, THOUSAND OAKS, CA
JOB#21-348
E1.2

LUMINAIRE SCHEDULE

SYMBOL LABEL CATALOG NUMBER DESCRIPTION LAMP LUMENS PER LAMP LLF WATTAGE S1
6967 0.9 54
S3
795 0.9 7.6
S2
7182 0.9 54

LEDLEDLED
DSX1-P1-40K-T5WMVOLT -PIRHDSX1-P1-40K-T3-

MVOLT-PIRH
LEW-30001-T3-W40

SITE PHOTOMETRICS PLAN

STATISTICSDESCRIPTIONSYMBOL AVG MAX MIN MAX/MIN AVG/MIN POLETOP LED AREA FIXTURE WITH TYPE 5
WIDE DISTRIBUTION MOUNTED AT +20'-0"
A.F.F. INTEGRATED MOTION/AMBIENT
SENSOR.

POLETOP LED AREA FIXTURE WITH TYPE 3
MEDIUM DISTRIBUTION MOUNTED AT +20'-0"
A.F.F. INTEGRATED MOTION/AMBIENT
SENSOR.

WALL MOUNT LED FIXTURE MOUNTED AT
+15'-0" A.F.F.

SITE 1.0 fc 2.5 fc 0.3 fc 8.3:1 3.3:1
TRUE
NORTH
SCALE: 1"=40'-0"
    
San Bernardino, CA 92408Phone: 909.890.3700Fax: 909.890.3770 2550 CONEJO CENTER DRIVE, THOUSAND OAKS, CA
JOB#21-348
E2.1 LIGHT FIXTURE CUTSHEETS
TRUE
NORTH
SCALE: 1"=40'-0"
    
San Bernardino, CA 92408Phone: 909.890.3700Fax: 909.890.3770 2550 CONEJO CENTER DRIVE, THOUSAND OAKS, CA
JOB#21-348
E3.2 LIGHT FIXTURE CUTSHEETS

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Elevated Entitlements
280 E. Thousand Oaks Boulevard, Suite H
Thousand Oaks, CA 91360
December 7, 2021
Ms. Jennifer Lynch
Associate
Manatt, Phelps & Phillips, LLP
695 Town Center Drive, 14th Floor
Costa Mesa, CA 92626
Subject: Biological Resources Assessment Letter Report, Truck Storage and Dispatch Project Site, Thousand Oaks, County of Ventura.

Introduction
Elevated Entitlements has been engaged to conduct a biological assessment in support of an infill development project, located in the City of Thousand Oaks, within Ventura County. The project is located south of Conejo Center Drive and west of Lawrence Drive. The project proposes a truck storage and dispatch facility on an approximately 4.42-acre “Project Site” that includes portions of both APN 667-0-080-015 and APN 667-0-080-035. The property is currently zoned M-1: Industrial and the proposed use is consistent with this zoning designation. The remainder of the two parcels will remain undeveloped. Figure 1 is a regional location map of the project site and Figure 2 is the project site map showing the two parcels. Figure 3 is an overlay of the project design plans. The proposed Project Site is marked as “Area of Work” and includes the entirety of the development footprint.

The project proposes a maintenance building (13,440 square feet) that includes a truck wash and seven truck bays. Adjacent to the maintenance building, the project proposes a small administrative building (8,000 square feet) that includes offices to be used for truck dispatch and customer service purposes. Compressed Natural Gas (CNG)-fueling infrastructure will also be provided. The total building area on the project site is 21,440 square feet, or 0.49 acres. The remainder of the 4.42-acre project site is dedicated to paved truck storage, employee vehicle parking, and landscaped medians. In total, 60 standard vehicle parking spaces and 61 truck storage parking spaces are proposed. Access to the site will be provided from Conejo Center Drive via a paved driveway on the northwest boundary of the project site. An existing landscaped slope along the north and eastern boundaries of the site will remain in place and not be removed or affected by the proposed project.

This document is a general biological resources analysis. Elevated Entitlements staff conducted a basic Reconnaissance-level biological assessment of the site on November 19, 2021. The purpose of this analysis is to provide brief information of the existing conditions of the project site and adjacent area; wildlife observed and anticipated onsite; photo-documentation of existing conditions; identification and location of any special-status species; and a determination as to whether the Project Site has any value as habitat for endangered, rare or threatened species. 2 | Page
Methodology
Prior to conducting a field survey of the project site, Elevated Entitlements reviewed aerial photography of the project site and surrounding area (Google Map, 2021), consulted the California Natural Diversity Database, referred to as the “CNDDB” (CDFW, November 2021); and the U.S. Fish and Wildlife Service IPaC website - for potential federally protected species and habitat in the project area (IPaC, US Fish and Wildlife Service). A site visit was performed by Elevated Entitlements staff on November 19, 2021, to identify those areas that could potentially contain sensitive biological resources within a defined “Study Area.” The Study Area contained the Project Site and an additional 30-foot “buffer” area (Figure 2). While the focus of the study was the Project Site, the pedestrian survey covered the entirety of APN 667-0-080-015 and APN 667-0-080-035. During the survey, plants and wildlife incidentally observed were noted. Portions of the buffer area were surveyed visually from the graded building pad, due to steep slopes and accessibility. Photographs of the Study Area in different directions were taken.

The Project Site is bounded by commercial/industrial buildings to the north, east and southwest. It is located approximately 0.7 miles north of Highway 101. The Rancho Conejo Open Space occurs to the west of the project site.

Results
Environmental conditions were suitable for the survey with cloudy conditions at the beginning of the survey and progressing to clear skies and sunny conditions. Winds were less than 1 miles per hour and temperature was 65 degrees Fahrenheit.

Database Analysis
Figure 4 is a map that illustrates the results of the CNDDB Analysis for a 1-mile radius around the project site. Database query indicated the potential occurrence of several special-status plant species in the project area, including:
x Lyon’s pentachaeta (Pentachaeta lyonii) – Federal Endangered, State Endangered, California Rare Plant Protection
x Plummer’s mariposa-lily (Calochortus plummerae) – California Rare Plant protection x Ojai navarettia (Navarettia ojaiensis) - California Rare Plant protection x Conejo dudleya (Dudleya abramsii ssp. parva)- Federal Threatened, California Rare Plant Protection
x Blochman’s dudleya (Dudley blochmaniae ssp. blochmaniae)- California Rare Plant Protection
In addition, Information for Planning and Consultation (IPaC) database query indicated the presence of a Critical Habitat for Lyon’s pentachaeta to the west of the project site. The critical habitat boundary is located approximately 0.6 miles northwest of the project site. Figure 5 depicts the boundary of the Montclef Ridge Unit (2a) Critical Habitat for Lyon’s pentachaeta, designated by the US Fish and Wildlife Service (USFWS, Department of Interior, USFWS, Federal Register, 2006).

The closest records of Lyon’s pentachaeta is approximately 0.8 miles northwest of the project site.

Records of Plummer’s mariposa-lily, Ojai navarettia, Conejo dudleya and Blochman’s dudleya were all from the same general area, approximately 0.50 miles southwest of the project site (Figure 4).
3 | Page
In addition to the special status plant species potential for occurrence, the database analysis also yielded several special status wildlife species records for the project area. Potential special status wildlife species of concern for the project area and their regulatory status are identified:
x Coastal California gnatcatcher (Polioptila californica californica)- Federal Threatened x Silvery legless lizard (Anniella pulcra pulchra) – State of California Species of Special Concern (SSC)
x Coast horned lizard (Phrynosoma blainvilli) - State of California Species of Special Concern (SSC)
x Western pond turtle (Emmy’s marmorata) – State of California Species of Special Concern (SSC)
x Arroyo chub (Gila orcuttii)- State of California Species of Special Concern (SSC) Coastal California gnatcatchers have been recorded for several years since 2010. The observations include two pairs of gnatcatchers nest building and feeding juveniles, approximately 0.67 miles southwest of the project site. Four gnatcatcher territories were identified in 2014. Figure 3 depicts the gnatcatcher territory (red hatched polygon), extending to just west of the project site, in the Conejo Rancho Open Space lands. A territorial pair was also detected in 2016, in the Open Space, about 0.58 miles northwest of the project site, northwest of Rancho Conejo Boulevard at Conejo Center Drive.

Silvery legless lizards prefer sandy or loose loamy soils under sparse vegetation. Soil moisture is essential. These lizards prefer soils with a high moisture content. Due to the highly disturbed and graded conditions, compaction of the substrates, dry soils, and lack of sandy or loose loamy substrate; suitable habitat conditions are not present on the project site. This species is not expected to occur on the project site.

Coast horned lizards frequent a wide variety of habitats, most common in lowlands along sandy washes with scattered low bushes. Open areas for sunning, bushes for cover, patches of loose soil for burial, and abundant supply of ants and other insects. Due to the highly disturbed and graded conditions, compaction of the substrates, lack of vegetation cover, lack of ants as food, and sandy washes; it is unlikely for this species to occur on the project site.

The project site or immediate adjacent areas do not support drainages or aquatic habitat to support Western Pond turtles and arroyo chub. The records for this species were from approximately

0.75 miles northeast of the project site, along the Conejo Creek.

No special status plants or wildlife species were detected during the survey. A list of plants and wildlife incidentally observed during the survey, are included in the attachments. Photographs taken during the site assessment is included in the attachments.

Habitat Conditions
As the photographs in the attachment indicate, almost the entirety of APN 667-0-080-015 and APN 667-0-080-035 (proposed limits of construction in the northern portion and the southern area not proposed for development) is disturbed, graded and devoid of vegetation. One single common native plant, California buckwheat (Eriogonum fasciculatum), occurs in the middle of a ruderal, non-native patch of mustard (Hirschelfeldia incana)on APN 667-0-080-015, but outside of the Project Site and south of the Study Area. No native plants or vegetation community occurs within the Project Site. To the north and west of the Project Site, a landscaped border occurs with a row 4 | Page
of planted oak trees (Quercus sp). Several ornamental shrubs and small trees also grow in these landscaped slopes. Several individual tobacco trees (Nicotiana glauca) occur at the border of this landscaped area.

Both the Project Site and the remainder of APN 667-0-080-015 and APN 667-0-080-035 to the south of the Project site (not proposed for development) are graded and highly disturbed. Large stockpiles of soils are located on the site. A row of dumpsters is stockpiled at the southern end of the southern parcel.

To the west of the Study Area, there are two access roads, between the Open Space lands and the development pad. There is also a “V” ditch that traverses just west of the project site. The slope between the V ditch and the development pad supports a zone of disturbed coastal sage scrub/chaparral vegetation community, with native prickly pear cactus (Opuntia littoralis), coastal cholla (Cylindropuntia prolifera), Buckwheat, and mustard, being more prominent; with individual strands of Peruvian pepper trees (Schinus mole) scattered in this community. A single native lemonade berry (Rhus integrifolia) was found at southern portion of the pad.

There are no drainages or waterways that are potentially subject to state and federal jurisdiction, within the Study Area.

Analysis and Conclusions
Within the Study Area, are both parcels highly disturbed and lack natural vegetation to support endangered, rare or threatened species. Due to the graded condition, there is no potential for special status plants or wildlife to occur within the Project Site.

The patch of remnant coastal sage scrub/chaparral vegetation that occurs along the slope, adjacent to the Project Site is marginal in quality. Therefore, special status plants and wildlife are not expected to occur in this off-site patch of native vegetation community adjacent to the Project Site. In any event, development plans do not entail encroachment into this area.

To minimize potential indirect impacts to this native vegetation adjacent to the project site on the western slope, the following standard construction conditions are recommended:
x Install appropriate silt fencing along the western boundary, to minimize the spread of dust during construction activity, onto native vegetation.
x To minimize potential adverse effects of night lighting to wildlife, direct lighting away from the natural vegetation on the slope and direct all lighting towards the building pad and construction footprint.
x If feasible, reduce the level of noise during the construction phase.

Project development is not expected to hinder wildlife movement in the Open Space area to the west of the project site. Given the above, the Project Site has no value as habitat for endangered, rare or threatened species.

Limitations
The analysis contained in this document is based on a basic reconnaissance-level biological survey.

The findings and opinions conveyed in this report are based on a suitability analysis level only and did not include focused surveys for the presence or absence of special-status species. The majority of the Project Site is a graded pad and the potential for special status to occur on the site is based on this condition.
5 | Page
Literature
California Department of Fish and Wildlife (CDFW, 2021. California Department of Fish and Wildlife Natural Diversity Database @2003, Version 3.0.5, Update.

Department of Interior, Fish and Wildlife Service, 50 CFR Part 17, Federal Register, Vol 71, No. 219, November 14, 2006.

IPaC, US Fish and Wildlife Service’s Information for Planning and Consultation, accessed November 2021, https://ecos.fws.gov/ipac.
6 | Page
Attachments
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Regional Location Map
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Project Plan Overlay
Conejo Center Drive, Thousand Oaks
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12 | Page
Figure 6. Site Photos, Photo Date 11/19/21
Photo 1. View looking west, across the graded pad and Project Site where development is proposed.

Photo 2. View looking north, along the eastern slope bordering the graded pad.

Photo shows landscaped slope with Oak trees.
13 | Page
Photo 3. View looking southwest, across the Project Site. Photo shows large stockpile of soils to the right of the view.

Photo 4. View looking southwest at the southern boundary of the Project Site, which will remain undeveloped. Photo shows a row of dumpsters stockpiled along the southern boundary of APN 667-0-080-015. In the foreground is a patch of disturbed ruderal (nonnative) vegetation. The Project Site is out of view. 14 | Page
Photo 5. Additional view looking west at the southern boundary of the Project Site, with the patch of disturbed, non-native vegetation (mustard) in the foreground. The Project Site is out of view. 15 | Page
Photo 6. View looking north from the southern boundary of APN 667-0-080-015. The photo shows a patch of native coastal sage scrub on top of the slope to the left, located outside of the Project Site and the APN boundary.
16 | Page
Photo 7. View looking north along the western boundary of the project site. The photo shows remnant native coastal sage scrub on top of the slope to the left outside of the Project Site. A V-ditch separates the coastal sage scrub vegetation from the Project Site, located to the right. Non-native Peruvian pepper tree and a patch of dried mustard is seen, between the V-ditch and the Project Site to the right. 17 | Page
Photo 8. View looking northeast, across the Project Site, from the southern boundary of the Project Site.
18 | Page
Table 1. List of Common Plants and Wildlife Species Observed Within The Biological Study Area
November 19, 2021
Plants
Common Name Scientific Name
Mustard (non-native) Hirschfeldia incana
California Buckwheat Eriogonum fasciculatum
California Sagebrush Artemesia californica
Chamise Adenostoma fasciculatum
Prickly Pear Cactus Opuntia littoralis
Coastal Cholla Cylindropuntia prolifera
Lemonade berry Rhus ovata
Oaks (landscaped) Quercus sp.

Peruvian pepper tree (non-native) Schinus molle
Tree Tobacco Nicotiana glauca
Animals
Northern Mockingbird Mimus polyglottos
California Scrub Jay Aphelocoma californica
House Sparrow Passer domesticus
Dark-eyed Junco Junco hyemalis
Say’s Phoebe Sayornis saya
Red-tailed Hawk (flying over) Buteo jamaicensis

TO: Justine Kendall, Associate Planner
FROM: Kathy Naoum, Transportation Planner
DATE: December 22, 2021
SUBJECT: DP 21-70408 ARC Investments - Traffic Impact Analysis for Waste Collection Maintenance Yard at 2498 Conejo Center Drive

The proposed ARC Facility at 2498 Conejo Center Drive involves the construction of an approximately 17,600 square ft. office/maintenance facility and 120 space parking lot for employees and other vehicles. The 10+ acre site is currently vacant and was previously owned by the Conejo Valley Unified School District.

Trip Generation
Traditionally, trip estimates for land use developments are derived from the Institute of Transportation Engineer (ITE) Trip Generation Manual 11th Edition for the AM peak hour, PM peak hour and daily (weekday) trips. Based on the magnitude of the trip estimates, staff would determine if a traffic impact study is necessary to determine traffic impacts to the adjacent street system. However, ITE does not include a similar land use category; therefore, trip estimates are based on information provided by the applicant. For the purposes of this analysis, a “worst case” scenario is provided which assumes every waste collection truck on site will go out each day and if the employee and truck arrive and/or depart in the A.M. or P.M. it was assumed they were in the A.M. or P.M. peak hour. The tables below summarize how trip estimates for the project site were derived. Table 1 focuses on daily trip estimates and Table 2 focuses on the time trips arrive/depart the site.

Table 1
Average Daily Trips
Number of
Employees
Daily
Trips*
Number of employees in waste collection trucks
leaving and entering the site (daily) 42 84
Number of employees commuting by car to the site
(daily) 42 84
Number of non-truck driver employees commuting
to site by car (office, maintenance, dispatch) 13 26
Total
55 194
*Vehicles enter and leave the facility one time per day DP 21-70408 ARC Investments
December 20, 2021

DPW:420-82\kl\jul\H:\Engineering Services\Traffic\Traffic and Parking Studies\ARC investments\DP 21-70408 Traffic Memo.docx Table 2
Employee Shifts and Associated Peak Hour Volumes
# of
staff
Arrival and
departure
time
AM Peak Hour trips* PM Peak Hour trips*
Drivers,
mechanics,
administration
17 4:00 AM
TO 3:00
PM
17 drivers arrive in 17
personal vehicles and 9
leave in 9 trucks
= 26 total inbound/ outbou
trips
0 Drivers 10 5:30 AM
TO 3:00
PM
10 drivers arrive in 10
personal vehicles and
leave in 10 trucks
= 20 total inbound/
outbound trips
0 Drivers,
management/
supervisor
11 5:00 A.M.

TO 5:00
PM
11 drivers/ supervisors
arrive in 11 personal
vehicles and leave in 11
trucks = 22 total
inbound/ outbound trips
11 drivers/ supervisors
arrive in 11 trucks and
depart in 11 personal
vehicles = 22 total
inbound/ outbound trips
Drivers 12 5:30 AM to
5:30 PM
12 drivers arrive in 12
personal vehicles and
depart in12 trucks
= 24 total inbound/
outbound trips
12 drivers arrive in 12
trucks and depart in12
personal vehicles =
24 total inbound/
outbound trips
Administration and
office personnel
2 9:00 AM –
5:00 PM
0 2 outbound trips
Mechanics 3 3:00 PM –
1:00 AM
0 0
TOTALS 55
Staff
92 AM Peak Hour Trips 48 PM Peak Hour Trips
* For the purpose of this analysis, a “worst case” scenario was assumed where vehicles arriving/departing in the A.M arrive and/or depart during the A.M. peak hour of 7:15-8:15 and vehicles arriving/departing in the P.M peak arrive and/or depart during PM peak hour of 4:45 PM – 5:45 PM
Tables 1 and 2 indicate the total number of employees that report to the site, the number of personal vehicles driven to the site by employees, the number of trash trucks that leave and return, including what time of day the vehicles arrive and leave. There are 55 total employees that work at the site, 42 employees are trash truck drivers and the remaining 13 provide supervisory, maintenance and/or administration duties. In summary, including the trash trucks leaving in the A.M. and returning in the P.M. the project will generate 194 average daily trips, 92 vehicles will arrive and/or leave during the A.M. commute hour and 48 vehicles will arrive and/or leave during the P.M. commute hour.

DP 21-70408 ARC Investments
December 20, 2021

DPW:420-82\kl\jul\H:\Engineering Services\Traffic\Traffic and Parking Studies\ARC investments\DP 21-70408 Traffic Memo.docx Summary - Traffic Impact Study and VMT Study
The proposed project is anticipated to generate 194 average daily trips (ADT), and 48 P.M. peak period trips. Projects that generate a net increase of 100 trips during the p.m. peak hour should have a traffic impact study prepared that evaluates the Level of Service (LOS) and anticipated traffic impacts due to the project at key traffic-controlled intersections near the project site. The proposed project is not anticipated to generate more then 48 p.m. trips; therefore, a traffic impact study is not required.

City policy is to require a Vehicle Miles Traveled (VMT) study when a proposed project is projected to generated more than 100 P.M. peak hour trips per that attached VMT Administrative Policy. Since the proposed project is projected to generate 48 P.M. trips, a VMT study is not required.

Project Traffic Mitigation
The project will generate traffic on City streets and contribute to the diminishing levels of service from the cumulative effect of land development. In order to contribute toward mitigating these cumulative traffic effects, the applicant will pay its share of the City’s standard traffic mitigation fees, which will be $44,880. ________________________
Kathy Naoum
Transportation Planner
Attachment – Vehicle Miles Traveled (VMT) Administrative Policy City of Thousand Oaks
Administrative Policies and Procedures
SUBJECT:

Vehicle Miles Traveled (VMT) Analysis for
CEQA Compliance
APP NO.:
12-14.009
Submission Date:

June 29, 2020
Revision Dates:

AUTHORITY:

City Manager
Adoption/Approval Date:

July 1, 2020
Revision Dates:

DEPARTMENT: DPW and CDD
PURPOSE:

Establish an interim Citywide policy using Vehicle Miles Traveled (VMT) as the metric to measure transportation impacts from proposed development projects on a case by case basis pursuant to Government Code 15064 (b) (2) in conformance with the California Environmental Quality Act (CEQA) and in compliance with Senate Bill (SB) 743.

BACKGROUND:

1. Senate Bill (SB) 743 amended the California Environmental Quality Act (CEQA) in 2013 with the intent to “more appropriately balance the needs of congestion management with statewide goals related to infill development, promotion of public health through active transportation, and reduction of greenhouse gas emissions”.

According to the State legislature: “New methodologies under the California Environmental Quality Act were needed for evaluating transportation impacts that are better able to promote the State’s goals of reducing greenhouse gas emissions and traffic-related air pollution, promoting the development of a multimodal transportation system, and providing clean, efficient access to destinations.”

2. SB 743 required the Governor’s Office of Planning and Research (OPR) to identify new metrics for identifying and mitigating transportation impacts within CEQA. For land use development projects, OPR identified Vehicle Miles Traveled (VMT) per capita, VMT per employee, and net VMT as new metrics for transportation analysis.

For transportation projects, lead agencies for roadway capacity projects have discretion, consistent with CEQA and planning requirements, to choose which metric to use to evaluate transportation impacts.

POLICY:

1. This interim Administrative Policy will serve as a guideline for application of the VMT metric for CEQA transportation analysis as directed by SB 743. This policy will remain in effect until the Thousand Oaks General Plan (“General Plan”) update or other action by the City Council adopts a permanent VMT policy.

2. Government Code Section 15064.3 (“Determining the Significance of Transportation Impacts”), subsection (b) (“Criteria for Analyzing Transportation Impacts”), part (4) (“Methodology”) gives a lead agency the discretion to choose the most appropriate methodology to evaluate a project’s vehicle miles traveled, including whether to express the change in absolute terms, per capita, per household or in any other measure. Further, Government Code Section 15064.3(b)(4) states: “A lead agency may use models to estimate a project’s vehicle miles traveled, and may revise those estimates to reflect professional judgment based on substantial evidence. Any assumptions used to estimate vehicle miles traveled and any revisions to model outputs should be documented and explained in the environmental document prepared for the project. The standard of adequacy in Section 15151 shall apply to the analysis described in this section.”

3. The thresholds of significance used to measure VMT will be determined on a case by case basis as specified in CEQA Government Code Section 15064.7(b) which states “Lead agencies may also use thresholds on a case-by-case basis as provided in Section 15064(b)(2)”, which further states “Thresholds of significance, as defined in Section 15064.7(a), may assist lead agencies in determining whether a project may cause a significant impact. When using a threshold, the lead agency should briefly explain how compliance with the threshold means that the project's impacts are less than significant.”
Department Procedures

1. The Community Development Department (CDD), on behalf of the City of Thousand Oaks, will be the lead agency for all private land use entitlements requiring CEQA analysis and in coordination with the Public Works Department (PWD) facilitate the VMT screening and further project analysis as part of environmental document preparation.

2. Once there is a determination to conduct a Traffic Impact Analysis (TIA), the Public Works Department with take the lead in contract coordination with a traffic consultant and facilitate the technical aspects of the TIA with the Community Development Department and applicant.

3. The Public Works Department (PWD) will be the lead agency for all Capital Projects requiring a CEQA analysis and coordinate review of TIAs with CDD as part of environmental document preparation.

Project Screening
Any project subject to CEQA review, that is not determined to be exempt per the State CEQA Guidelines, will require an initial screening to determine if the project warrants further transportation assessment. A project will be determined to have a less than significant impact, and no further transportation impact analysis will be required, if it meets either of the following screening criteria:

1. Trip Generation: Any project that generates less than 100 P.M. peak hour trips based on the ITE 10th Edition Trip Generation Manual or most current edition published at the time the project application is submitted.

2. Low VMT Area: This criteria includes a map-based approach. Different sections of the City display different VMT characteristics based on land use and other factors. Areas where the General Plan favors intensification of development are generally areas of low average VMT. The following methodology shall be used for determining if a project meets the map-based screening threshold:
a. The proposed project must be consistent with the General Plan designation and zoning.
b. The Ventura County Transportation Commission (VCTC) has produced a countywide model for VMT and will provides maps to member agencies when available. The PWD will obtain and maintain the most current map for the purpose of this interim policy.
c. For projects located in low VMT areas, the applicant must demonstrate that the project will result in a similar level of VMT as the surrounding land use within the Transportation Analysis Zone (TAZ), as shown on the best available map approved by CDD and PWD staff for project analysis. Where the project site is on the boundary of another TAZ, the same low VMT as the TAZ the project site is located must be determined. The VMT methodology may use VMT per capita, per employee, or net VMT as allowed by the Government Code.

Projects that do not meet these criteria will require a Traffic Impact Analysis (TIA) to determine the project’s environmental impact.

Traffic Impact Analysis (TIA)
Projects not screened as Less Than Significant transportation impacts based on the screening criteria would be required to undergo a CEQA Transportation Impact Analysis (TIA). The Travel Demand Model will be used to determine the project’s VMT. The VMT will be presented as VMT per capita for residential projects and VMT per employee for employment projects (retail, office, industrial). Project VMT may be determined through new model runs or by using the VMT per capita and per employee for the current land uses in the model TAZ that would contain the proposed project.

A TIA must identify the existing condition of pedestrian, bicycle, transit and vehicular transportation systems and facilities that would serve, or may be affected by, the proposed Project. Further analysis of site design and access, neighborhood traffic issues, local transportation safety and other area transportation issues may also be studied as directed by the Public Works Department.

Mitigation Measures
If a significant transportation impact is identified for a project, mitigation measures and an implementation plan will be required to reduce impacts to a Less Than Significant level.

Some options include provision of on-site transportation infrastructure, on-site transportation demand management, off-site infrastructure improvements, including roadway improvements which may also include active transportation and multimodal infrastructure, or off-site multimodal improvements.

Client:

JRMA
2700 Saturn St.

Brea, CA 92821
Site:

Conejo Center Drive
Lot 2 of Tract No. 4823-2
Newbury Park, CA 91320
Date:

September 25, 2021
Prepared By:

James Dean, ASLA, ISA

OAK TREE REPORT
LANDSCAPE ARCHITECTURE | PLANNING | TREE CONSULTANTING
3533 Old Conejo Rd., #113, Newbury Park, CA 91320
Phone (805) 498-9922
www.jamesdeandesign.com

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M E M O R A N D U M
To:

From:

Date:

Subject:

Jennifer Lynch, Manatt, Phelps & Phillips, LLP
Zhe Chen, Michael Baker International
January ϭϬ, 2022
Truck Dispatching Center Project – Noise Technical Memorandum

PURPOSE
The purpose of this technical memorandum is to evaluate potential short- and long-term noise and ground-borne vibration impacts as a result of the proposed Truck Dispatching Center Project (project), located in the City of Thousand Oaks (City), California.

PROJECT LOCATION
The project is located at 2498 Conejo Center Drive and is bound by Conejo Center Drive to the north.

Regional access to the site is available via U.S. Route 101 (US 101) approximately 0.69 mile to the south of the site. Local access to the site is provided via Conejo Center Drive.

EXISTING SITE CONDITIONS
The project site is approximately 4.42 acres and is currently vacant. Existing land uses in the project vicinity include industrial uses to the west, north, and east, and vacant land to the south.

The project site is currently designated Industrial1 in the City of Thousand Oaks General Plan (General Plan) and zoned M-1 (Industrial Park Zones)2 in the City’s Municipal Code.

PROJECT DESCRIPTION
The project would involve construction of a truck dispatching center consisting of a one-story maintenance building and a two-story office/dispatch/parts/customer service building (office building).

The proposed maintenance building would be approximately 13,440 square feet in total, consisting of a 1,920 square foot truck wash facility, a 1,600 square foot weld and tire bay, three repair bays totaling 5,120 square feet, two preventive maintenance bays totaling 3,200 square feet, and a 1,600 square foot weld bay. The proposed office building would be approximately 8,000 square feet. The project would 1 City of Thousand Oaks, Thousand Oaks General Plan Land Use and Circulation Elements, October 20, 2015, https://www.toaks.org/home/showdocument?id=330, accessed November 16, 2021. 2 City of Thousand Oaks, Zoning Map, http://map.toaks.org/Html5Viewer/Index.html?Viewer=public, accessed November 16, 2021.

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include 48 passenger car parking spaces, 61 time-fill collection truck parking spaces, and 12 scout truck parking spaces in a surface parking lot on-site.

Project construction would occur over approximately 11 months, beginning in January 2022. Construction of the project would include the following phases: grading, building construction, paving, and architectural coatings. It is anticipated that the project would be completed and operational in December 2022.

FUNDAMENTALS OF SOUND AND ENVIRONMENTAL NOISE
Sound is mechanical energy transmitted by pressure waves in a compressible medium such as air and is characterized by both its amplitude and frequency (or pitch). The human ear does not hear all frequencies equally. In particular, the ear deemphasizes low and very high frequencies. To better approximate the sensitivity of human hearing, the A-weighted decibel scale (dBA) has been developed. Decibels are based on the logarithmic scale. The logarithmic scale compresses the wide range in sound pressure levels to a more usable range of numbers in a manner similar to the Richter scale used to measure earthquakes. In terms of human response to noise, a sound 10 dBA higher than another is perceived to be twice as loud and 20 dBA higher is perceived to be four times as loud, and so forth. Everyday sounds normally range from 30 dBA (very quiet) to 100 dBA (very loud). On this scale, the human range of hearing extends from approximately 3 dBA to around 140 dBA.

Noise is generally defined as unwanted or excessive sound, which can vary in intensity by over one million times within the range of human hearing; therefore, a logarithmic scale, known as the decibel scale (dB), is used to quantify sound intensity. Noise can be generated by a number of sources, including mobile sources such as automobiles, trucks, and airplanes, and stationary sources such as construction sites, machinery, and industrial operations. Noise generated by mobile sources typically attenuates (is reduced) at a rate between 3 dBA and 4.5 dBA per doubling of distance. The rate depends on the ground surface and the number or type of objects between the noise source and the receiver. Hard and flat surfaces, such as concrete or asphalt, have an attenuation rate of 3 dBA per doubling of distance. Soft surfaces, such as uneven or vegetated terrain, have an attenuation rate of about 4.5 dBA per doubling of distance. Noise generated by stationary sources typically attenuates at a rate between 6 dBA and about 7.5 dBA per doubling of distance.

There are several metrics used to characterize community noise exposure, which fluctuate constantly over time. One such metric, the equivalent sound level (Leq), represents a constant sound that, over the specified period, has the same sound energy as the time-varying sound. Noise exposure over a longer period is often evaluated based on the Day-Night Sound Level (Ldn). This is a measure of 24-hour noise levels that incorporates a 10-dBA penalty for sounds occurring between 10:00 p.m. and 7:00 a.m. The penalty is intended to reflect the increased human sensitivity to noises occurring during nighttime hours, particularly at times when people are sleeping and there are lower ambient noise conditions. Typical Ldn noise levels for light and medium density residential areas range from 55 dBA to 65 dBA. Similarly, Community Noise Equivalent Level (CNEL) is a measure of 24-hour noise levels that incorporates a 5-dBA penalty for sounds occurring between 7:00 p.m. and 10:00 p.m. and a 10-dBA penalty for sounds occurring between 10:00 p.m. and 7:00 a.m. to account for noise sensitivity in the evening and nighttime, respectively.

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FUNDAMENTALS OF ENVIRONMENTAL GROUNDBORNE VIBRATION
Sources of earth-borne vibrations include natural phenomena (earthquakes, volcanic eruptions, sea waves, landslides, etc.) or man-made causes (explosions, machinery, traffic, trains, construction equipment, etc.). Vibration sources may be continuous (e.g., factory machinery) or transient (e.g., explosions). Ground vibration consists of rapidly fluctuating motions or waves with an average motion of zero. Several different methods are typically used to quantify vibration amplitude. One is the peak particle velocity (PPV); another is the root mean square (RMS) velocity. The PPV is defined as the maximum instantaneous positive or negative peak of the vibration wave. The RMS velocity is defined as the average of the squared amplitude of the signal. The PPV and RMS vibration velocity amplitudes are used to evaluate human response to vibration.

Table 1, Human Reaction and Damage to Buildings for Continuous or Frequent Intermittent Vibration Levels, displays the reactions of people and the effects on buildings produced by continuous vibration levels. The annoyance levels shown in the table should be interpreted with care since vibration may be found to be annoying at much lower levels than those listed, depending on the level of activity or the sensitivity of the individual. To sensitive individuals, vibrations approaching the threshold of perception can be annoying. Low-level vibrations frequently cause irritating secondary vibration, such as a slight rattling of windows, doors, or stacked dishes. The rattling sound can give rise to exaggerated vibration complaints, even though there is very little risk of actual structural damage.

Table 1
Human Reaction and Damage to Buildings for Continuous or Frequent Intermittent Vibration Levels Peak Particle
Velocity
(inches/second)
Approximate
Vibration Velocity
Level (VdB)
Human Reaction Effect on Buildings

0.006–0.019 64–74 Range of threshold of perception. Vibrations unlikely to cause damage of any type.

0.08 87 Vibrations readily perceptible.

Recommended upper level to which ruins
and ancient monuments should be
subjected.

0.1 92
Level at which continuous vibrations may
begin to annoy people, particularly those
involved in vibration sensitive activities.

Virtually no risk of architectural damage
to normal buildings.

0.2 94 Vibrations may begin to annoy people in
buildings.

Threshold at which there is a risk of
architectural damage to normal dwellings.

0.4–0.6 98–104
Vibrations considered unpleasant by people
subjected to continuous vibrations and
unacceptable to some people walking on
bridges.

Architectural damage and possibly minor
structural damage.

Source: California Department of Transportation, Transportation Related Earthborne Vibrations, 2002.

Ground vibration can be a concern in instances where buildings shake, and substantial rumblings occur.

However, it is unusual for vibration from typical urban sources such as buses and heavy trucks to be perceptible. Common sources for groundborne vibration are planes, trains, and construction activities such as pile driving and vibratory compacting activities which require the use of heavy-duty earth moving equipment. For the purposes of this analysis, a PPV descriptor with units of inches per section (in/sec) is used to evaluate construction-generated vibration for building damage and human complaints.

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REGULATORY SETTING
State of California
State Office of Planning and Research
The State Office of Planning and Research’s Noise Element Guidelines include recommended exterior and interior noise level standards for local jurisdictions to identify and prevent the creation of incompatible land uses due to noise. The Noise Element Guidelines contain a land use compatibility table that describes the compatibility of various land uses with a range of environmental noise levels in terms of the CNEL. The guidelines also present adjustment factors that may be used to arrive at noise acceptability standards that reflect the noise control goals of the community, the particular community’s sensitivity to noise, and the community’s assessment of the relative importance of noise pollution.

City of Thousand Oaks
General Plan Noise Element
Table 2, City of Thousand Oaks Land Use Compatibility Matrix, presents the City’s Community Noise and Land Use Compatibility matrix and presents the land use compatibility chart for community noise adopted by the City through its General Plan Noise Element3
. Table 2 provides urban planners with a tool to gauge
the compatibility of new land uses relative to existing and future exterior noise exposure levels.

Table 2 identifies clearly acceptable, normally acceptable, conditionally acceptable, normally unacceptable, and clearly unacceptable exterior noise exposure levels for various land uses. A clearly acceptable designation means that the noise environment is suitable for this use. A normally acceptable designation means that noise may be considered a problem by some people, but normal building construction will usually provide adequate protection of interior spaces. A conditionally acceptable designation means that new construction or development should be undertaken only after a detailed analysis of the noise reduction requirements is made and needed noise insulation features included in design. Conventional construction, but with closed windows and fresh air supply or air conditioning, will normally suffice. A normally unacceptable designation means that new construction or development should generally be discouraged. If new construction or development does proceed, a detailed analysis of noise reduction requirements must be made and needed noise insulation features included in design. A clearly unacceptable designation means that new construction or development should generally not be undertaken.

3 City of Thousand Oaks, Thousand Oaks General Plan Noise Element, May 2000, https://www.toaks.org/home/showpublisheddocument?id=340, accessed November 16, 2021.

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Table 2
City of Thousand Oaks Land Use Compatibility Matrix
Land Use Category
Community Noise Exposure (Ldn or CNEL, dBA)
Clearly
Acceptable
Normally
Acceptable
Conditionally
Acceptable
Normally
Unacceptable
Clearly
Unacceptable
Residential – Low Density Single-Family, Duplex, Mobile Homes <55 55 – 60 60 – 65 65 – 75 >75 Residential – Multi-Family <55 55 – 60 60 – 65 65 – 75 >75 Commercial – Motels, Hotels, Transient Lodging <60 60 – 65 65 – 70 70 – 80 >80 Schools, Libraries, Churches, Hospitals, Nursing Homes NA <60 60 – 70 70 – 80 >80 Amphitheaters, Concert Hall, Auditorium, Meeting Hall NA NA <65 65 – 70 >70 Sports Arenas, Outdoor Spectator Sports NA NA <70 70 – 75 >75 Playgrounds, Neighborhood Parks <55 55 – 67.5 67.5 – 75 >75 NA Golf Courses, Riding Stables, Water Recreation, Cemeteries <55 55 – 75 75 – 80 >80 NA Office Buildings, Business Commercial and Professional <60 60 – 65 65 – 75 >75 NA Industrial, Manufacturing Utilities, Agriculture <65 65 – 70 70 – 80 >80 NA Ldn = Day-Night Sound Level; CNEL = community noise equivalent level; dBA = A-weighted decibel scale; NA = not applicable Source: City of Thousand Oaks, Thousand Oaks General Plan Noise Element, Figure 1: Standards for Land Use Compatibility with Urban Noise Environments, May 2000.

The General Plan Noise Element establishes thresholds of significance for project and cumulative noise impacts under the California Environmental Quality Act (CEQA), as shown in Table 3, Thresholds of Significance for Noise Impact.

Table 3
Thresholds of Significance for Noise Impact
If the annual average noise level with the
proposed project, cumulative projects and
General Plan buildout in an area currently
used for or designated in the General Plan
for a noise sensitive land use1 is expected
to be:

A significant project or cumulative impact
may result if the change in annual average
noise levels from existing conditions due to
all sources in an area currently used for or
designated in the General Plan for a noisesensitive land use1 is:

The project alone may be considered to
make a substantial contribution to
significant cumulative impact if the change
in annual average noise level due to the
project is:

Less than 55 dB CNEL Not significant for any change in noise level Not significant for any change in noise level 55-60 dB CNEL Equal to or greater than 3.0 decibels Equal to or greater than 1.0 decibels 60-70 dB CNEL Equal to or greater than 1.5 decibels Equal to or greater than 0.5 decibels Greater than 70 dB CNEL Equal to or greater than 1.0 decibels Equal to or greater than 0.5 decibels Note:

1. A noise-sensitive land use is a use for which the lower limit of the noise level considered "normally unacceptable for development because of noise impact is 70 dB CNEL or lower. In identifying land use areas, areas which are undevelopable for noise-sensitive uses because of slope, development restriction, easement, etc., or which are used for non-noise-sensitive components of a multiple-use or mixed-use project, should not be considered noise-sensitive.

Source: City of Thousand Oaks, Thousand Oaks General Plan Noise Element, Table 9: Thresholds of Significance for Noise Impact, May 2000.

The General Plan Noise Element also outlines the objectives and policies for noise control within the City.

The following goals and policies are applicable to the project:

Goal N-1. Achieve and maintain an environment in which noise-sensitive uses are not disturbed by noise that exceeds exposure guidelines established in this Noise Element.

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Policy N1-1. Land Use Compatibility for Noise. In establishing the pattern of land uses and setting standards for development within land use categories, the City will consider the need to minimize the potential for conflicts between noise-sensitive land uses and activities and land uses that are normally expected to generate noise.

Policy N1-4. Prevention of Future Noise Conflicts. The City will strive to avoid future noise conflicts between land uses and noise sources or activities that would exceed the noise guidelines for noise-sensitive land uses adopted in this Noise Element.

Policy N1-5. Regulation of Nuisance Noise Sources. The City will maintain and actively enforce a noise ordinance which addresses the problems that may result from time to time from people's activities, use of mechanical equipment, amplified sound, and other sources of potential noise conflicts between users of property in the City. In regulating such noise sources, the City may consider such factors as noise level, frequency distribution of sound, duration and number of noise events, tonal content, information content such as music or human speech, time of day, and any other appropriate factors found to relate to human annoyance or inter-ference with human activities.

Goal N-2. Preserve quiet and diminish existing noise levels in areas of noise-sensitive uses to the extent reasonable and feasible while permitting development in accordance with the Land Use and Circulation Elements of the General Plan.

Policy N2-1. Consider Impact of Noise Increases in Quiet Areas. In evaluating projects for significant adverse environmental effects under the California Environmental Quality Act, the City will consider substantial increases in community noise level to be a potentially significant effect even if these increases do not result in a violation of the City's guidelines for normally acceptable noise levels for noise-sensitive land uses.

Municipal Code Noise Ordinance
The City regulates stationary source noise in Municipal Code Chapter 214 . The following sections are
applicable to the project.

Sec. 5-21.02. Powered equipment in residential areas.

Between the hours of 9:00 p.m. and 7:00 a.m. of the following day, no person shall operate any lawn mower, backpack blower, lawn edger, riding tractor, or any other machinery, equipment, or other mechanical or electrical device, or any hand tool which creates a loud, raucous or impulsive sound, within any residential zone or within any commercial zone which can be heard from any inhabited real property in a residential zone.

Sec. 5-21.03. Loud, unnecessary and unusual noise.

Notwithstanding any other provisions of this chapter, and in addition thereto, it shall be unlawful for any person to willfully make or continue to make or cause to be made or continued, or allow any animal which is kept by that person on the property which is the source of the noise, to make any loud, unnecessary, 4 City of Thousand Oaks, Code of Ordinances: Chapter 21, Noise, 1990.

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and unusual noise which disturbs the peace or quiet of any neighborhood, or which causes discomfort or annoyance to any reasonable person of normal sensitiveness residing in the area.

In addition, Section 8-11.01 of the Municipal Code restricts hours of construction activities throughout the City.

Sec. 8-11.01. Construction activities restricted to certain hours.

It shall be unlawful for any person to engage in or conduct any activity in the construction of any building or structure, the moving of earth, or the laying of any pavement, including, but not limited to, the making of any excavation, clearing or grading of surface land, and loading or unloading material, equipment, or supplies, except between the hours of 7:00 a.m. and 7:00 p.m., Monday through Saturday, unless a permit for each work at different hours or days has first been issued by the Public Works Director. Applications for such permits shall be made in writing to the Public Works Director and shall state the name of the applicant, his business address, the location of the proposed work, the reason for seeking a permit to do such work on Sunday or between 7:00 p.m. and 7:00 a.m., and the estimated time of the proposed operation. No such special permit shall be issued except where the public peace, health, or welfare will not be adversely affected by such issuance or will be harmed by failure to perform the work at the times indicated.

EXISTING SETTING
Noise Sensitive Receptors
Noise-sensitive land uses are generally considered to include those uses where noise exposure could result in health-related risks to individuals, as well as places where quiet is an essential element of their intended purpose. Residential dwellings are of primary concern because of the potential for increased and prolonged exposure of individuals to both interior and exterior noise levels. Additional land uses such as parks, historic sites, cemeteries, and recreation areas are considered sensitive to increases in exterior noise levels. Schools, churches, hotels, libraries, and other places where low interior noise levels are essential are also considered noise-sensitive land uses.

The nearest sensitive receptors to the project site are single-family residences located approximately 1,070 feet to the southwest of the project site.

Existing Stationary Noise Levels
Land uses in the project area are mostly industrial uses. The primary sources of stationary noise in the project vicinity are urban- and industrial-related activities (i.e., mechanical equipment, trucks loading/unloading, and parking areas). The noise associated with these sources may represent a singleevent noise occurrence, short-term, or long-term/continuous noise.

Existing Roadway Noise Levels
The majority of the existing noise in the project area is generated from traffic along surrounding roadways including Conejo Center Drive and Lawrence Drive. According to the City’s General Plan Noise Element, traffic noise level in the project vicinity is outside of the 60 CNEL noise contour zones.

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Existing Ambient Noise Levels
In order to quantify existing ambient noise levels in the project area, Michael Baker International conducted three short-term noise measurements in the project vicinity on November 17, 2021. The noise measurement locations are shown in Exhibit 1, Noise Measurement Locations, and were representative of typical existing noise exposure within and immediately adjacent to the project site. The 10-minute measurements were taken between 11:30 a.m. and 1:00 p.m. Short-term (Leq) measurements are considered representative of the noise levels throughout the day. The noise measurements were taken during “off-peak” (9:00 a.m. through 3:00 p.m.) traffic noise hours as this provides a more conservative baseline. During rush hour traffic, vehicle speeds and heavy truck volumes are often low. Free-flowing traffic conditions just before or after rush hour often yield higher noise levels.5 The noise levels measured
near the project site is identified in Table 4, Noise Measurements.

Table 4
Noise Measurements
Site
No. Location Leq (dBA) Lmin (dBA) Lmax (dBA) Peak (dBA) Start Time 1 The dead-end of Marion Street, in front of the
residence at 160 Marion Street. 46.3 42.5 55.4 81.3 11:52 a.m. 2 The end of paved maintenance road north of
the Conejo Adventist Elementary. 58.7 42.9 74.5 88.7 12:18 p.m. 3 In front of the east entrance of the multifamily residential unit at 1540 Pachino Circle. 57.9 44.7 71.9 100.2 12:48 p.m.

Source: Michael Baker International, November 17, 2021.

Meteorological conditions were partly cloudy, cool temperatures (57 degrees Fahrenheit [°F]), and moderate wind speeds (approximately 4 miles per hour). Measured noise levels during the daytime measurements ranged from 46.3 to 58.7 dBA Leq. The sources of peak noise include aircraft flying by, students screaming during outdoor activities, and distant construction activities. Noise monitoring equipment used for the ambient noise survey consisted of a Brüel & Kjær Hand-held Analyzer Type 2250 equipped with a Type 4189 pre-polarized microphone. The monitoring equipment complies with applicable requirements of the American National Standards Institute (ANSI) for Type I (precision) sound level meters. Refer to Appendix A, Noise Data, for the results of the field measurement.

5 California Department of Transportation, Technical Noise Supplement to the Traffic Noise Analysis Protocol, September 2013.

TRUCK DISPATCHING CENTER PROJECT

NOISE TECHNICAL MEMORANDUM
Exhibit 1
Noise Measurement Locations
Source: Google Earth Pro, November 2021

LAVERY CT

OC NE OJ SPECTRUM ST

RANCHO CONEJO BLVD

CORPORATE CENTER DR

CONEJO CENTER DR
WAL
ER
CN E
RD
2 1
3 Noise Measurement Locations
LEGEND
11/2021 JN 186261

NOT TO SCALE
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Noise Technical Memorandum 10

THRESHOLDS OF SIGNIFICANCE
The environmental analysis in this memorandum is patterned after the Initial Study Checklist recommended by the CEQA Guidelines. The issues presented in the Initial Study Checklist have been utilized as thresholds of significance in this section. Accordingly, a project would have a significant adverse impact related to noise and vibration if it would cause one or more of the following to occur:
x Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies (refer to Impact NOI-1); x Generation of excessive groundborne vibration or groundborne noise levels (refer to Impact NOI2); and/or x For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels (refer to Impact NOI-3).

IMPACT ANALYSIS
Impact NOI-1: Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Less Than Significant Impact.

Construction Noise Impacts
Temporary increases in ambient noise levels as a result of the project would predominantly be associated with construction activities. Project construction would occur over approximately 11 months, beginning in January 2022. Construction of the project would include the following phases: grading, building construction, paving, and architectural coatings. It is anticipated that the project would be completed and operational by December 2022. Typical noise levels generated by construction equipment are shown in Table 5, Maximum Noise Levels Generated by Construction Equipment. It should be noted that the noise levels identified in Table 5 are maximum sound levels (Lmax), which are the highest individual sound occurring at an individual time period. Operating cycles for these types of construction equipment may involve one or two minutes of full power operation followed by three to four minutes at lower power settings. Other primary sources of acoustical disturbance would be due to random incidents, which would last less than one minute (such as dropping large pieces of equipment or the hydraulic movement of machinery lifts).

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Table 5
Maximum Noise Levels Generated by Construction Equipment Type of Equipment Acoustical Use Factor1 Lmax at 50 Feet (dBA) Lmax at 1,070 Feet (dBA) Backhoe 40 78 51
Compressor 40 78 51
Concrete Mixer Truck 40 79 52
Concrete Saw 20 90 63
Crane 16 79 52
Dozer 40 82 55
Forklift 40 78 51
Generator 50 81 54
Grader 40 85 58
Loader 40 79 52
Paver 50 77 50
Roller 20 80 53
Tractor 40 84 57
Welder 40 74 47
Note:

1. Acoustical Use Factor (percent): Estimates the fraction of time each piece of construction equipment is operating at full power (i.e., its loudest condition) during a construction operation.

Source: Federal Highway Administration, Roadway Construction Noise Model (FHWA-HEP-05-054), January 2006.

Construction noise is difficult to quantify because of the many variables involved, including the specific equipment types, size of equipment used, percentage of time each piece is in operation, condition of each piece of equipment, and number of pieces that would operate on the site. The potential for constructionrelated noise to affect nearby sensitive receptors would depend on the location and proximity of construction activities to these receptors. The nearest sensitive receptors to the project site are singlefamily residences located approximately 1,070 feet to the southwest of project site. These sensitive receptors may be exposed to elevated noise levels during project construction. As shown in Table 5, the loudest piece of equipment would operate at a maximum noise level of 63 dBA at 1,070 feet from the source. The project would adhere to the City’s Noise Ordinance governing hours of power equipment use that may affect residential areas, including construction equipment (Municipal Code Section 5-21.02). In addition, in accordance with Municipal Code Section 8-11.01, construction activities would be limited to 7:00 a.m. to 7:00 p.m. Monday through Saturday. These permitted hours of construction are required in recognition that construction activities undertaken during daytime hours are a typical part of living in an urban environment and do not cause a significant disruption. Thus, the impact associated with construction noise would be considered less than significant impacts.

Long-Term Operational Noise Impacts
Off-Site Mobile Noise
Future development generated by the proposed project would result in some additional traffic on adjacent roadways, thereby potentially increasing vehicular noise in the vicinity of existing and proposed land uses. The most prominent source of mobile traffic noise in the project vicinity is along Conejo Center Drive. Based on the City’s General Plan Noise Element, the project site is located outside of the 60 dBA CNEL roadway noise contour zones.

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According to the project applicant, the proposed project would generate a maximum of 194 daily trips, including 110 passenger car trips and 84 truck trips. The most recent traffic count along Conejo Center Drive was conducted by the City in 2019 at the intersection of Conejo Center Drive and Conejo Spectrum Street. The traffic count was conducted daily over three weeks, and the average daily trips over 21 days were approximately 1,455 trips per day. Refer to Appendix B, Traffic Count Data, for the traffic count data provided by the City. All project-generated daily trips would occur on Conejo Center Drive, and therefore would increase the daily trips in the project vicinity by approximately 13.3 percent (194 project-generated daily trips divided by 1,455 average daily trips). According to the California Department of Transportation (Caltrans), a doubling of traffic (100 percent increase) on a roadway would result in a perceptible increase in traffic noise levels (3 dBA).6
As such, the project related increase in traffic volume along surrounding roadways would be nominal compared to existing traffic, as the project would increase daily trips by 13.3 percent and would not result in a perceptible increase traffic noise level (less than 100 percent). Thus, a less than significant impact would occur in this regard.

Stationary Noise
As stated above, the project proposes a truck dispatching center with maintenance services. Stationary noise sources associated with the project would include the operation of mechanical equipment, vehicle maintenance activities, slow-moving trucks, and parking activities.

Mechanical Equipment Noise
Mechanical equipment associated with project operation would include heating, ventilation, and air conditioning (HVAC) systems on the rooftop of the structures, and an air compressor located to the north of the proposed maintenance building. HVAC systems typically result in noise levels that average 55 dBA at 50 feet from the source7
and air compressors typically result in noise levels of approximately 74 dBA at 50 feet from the source8
. The nearest sensitive receptors are residential uses located approximately 1,170 feet southwest of the proposed HVAC units for the maintenance and office buildings and 1,450 feet southwest of the proposed air compressor. At the distance of 1,170 feet and 1,450 feet, HVAC and air compressor noise levels would attenuate to 28 dBA and 45 dBA, respectively. Therefore, HVAC and air compressor noise levels would be lower than the ambient noise level (46.3 dBA, refer to Table 4) and would not exceed the City’s normally acceptable noise standard for low-density residential uses (i.e., 60 dBA). In addition, according to the City’s General Plan, as the ambient noise level at the closest sensitive receptor is lower than 55 dBA, any change in noise level would not cause a significant impact; refer to Table 3. Thus, the proposed project would not result in noise impacts to nearby sensitive receptors from mechanical equipment, and the sensitive receptors would not be directly exposed to substantial noise from on-site mechanical equipment. Impacts in this regard would be less than significant.

Vehicle Maintenance Activities
The project would involve truck washing, welding, and repairing activities. Welding and repairing activities would be fully enclosed inside the maintenance bays, and therefore would not generate noise levels audible at off-site sensitive receptors. Truck washing activities would occur in partially enclosed washing 6 California Department of Transportation, Technical Noise Supplement to the Traffic Noise Analysis Protocol, September 2013. 7
U.S. Environmental Protection Agency, Community Noise, 1971. 8 Federal Highway Administration, Roadway Construction Noise Model (FHWA-HEP-05-054), January 2006.

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bays and therefore would potentially impact off-site sensitive receptors. Vehicle washing with pressure washer typically results in noise levels of approximately 68.4 dBA at 50 feet from the source.9 The nearest
sensitive receptors are residential uses located approximately 1,380 feet southwest of the proposed truck washing area. At a distance of 1,380 feet, vehicle washing noise levels would attenuate to 40 dBA.

Therefore, vehicle washing noise levels would be lower than the ambient noise level (46.3 dBA, refer to Table 4) and would not exceed the City’s normally acceptable noise standard for low-density residential uses (i.e., 60 dBA). In addition, according to the City’s General Plan, as the ambient noise level at the closest sensitive receptor is lower than 55 dBA, any change in noise level would not cause a significant impact; refer to Table 3. Thus, the proposed project would not result in noise impacts to nearby sensitive receptors from vehicle washing activities, and the sensitive receptors would not be directly exposed to substantial noise from on-site vehicle maintenance activities. Impacts in this regard would be less than significant.

Slow-Moving Trucks
According to the project applicant, the proposed project would generate a maximum of 84 truck trips per day. Typically, slow-moving, heavy-duty delivery trucks accessing loading docks can generate a noise level of approximately 79 dBA at a distance of 50 feet.10 These are noise levels generated by a truck that is operated by an experienced “reasonable” driver with typically applied accelerations. Higher noise levels may be generated by the excessive application of power. Lower levels may be achieved but would not be considered representative of a nominal truck operation.

For the purposes of this analysis, the distance to the nearest receptor was measured from the closest onsite truck-movement area (located to the southwest of the proposed maintenance and office buildings) to the property line of the nearest sensitive receptor. The nearest sensitive receptors (i.e., residences to the southwest of the project site) would be located approximately 1,070 feet southwest of slow-moving trucks at the project site. At this distance, on-site noise levels from one slow-moving truck would be approximately 52 dBA. As the project would generate 84 truck trips per day, it is assumed that up to three trucks would maneuver or idle in the same area simultaneously. Therefore, noise levels from slow-moving trucks would be approximately 57 dBA and would not exceed the City’s normally acceptable noise standard for low-density residential uses (i.e., 60 dBA). It should be noted that slow-moving truck noise levels (i.e., 57 dBA) would be intermittent and would be much lower in the CNEL noise scale (i.e., the noise metric used by the Land Use Compatibility Guidelines) which represents a time-weighted 24-hour average noise level based on A-weighted decibels. In addition, according to the City’s General Plan, as the ambient noise level at the closest sensitive receptor is lower than 55 dBA, any change in noise level would not cause a significant impact; refer to Table 3. Therefore, slow-moving truck noise levels would not exceed the applicable noise standards at the nearest sensitive receptors, and a less than significant impact would occur in this regard.

Parking Lot Noise
The proposed project would include 48 passenger car parking spaces and 73 truck parking spaces in a surface parking lot. Estimates of the maximum noise levels associated with the parking lot activities 9 Urban Crossroads, Inc., Lake Street / I-15 Property Noise Impact Analysis, October 15, 2019. Measured by Urban Crossroads, Inc. at the Audi Mission Viejo dealership on June 10, 2016. 10 Elliot H. Berger, Rick Neitzel, and Cynthia A. Kladden, Noise Navigator Sound Level Database with Over 1700 Measurement Values, July 6, 2010.

Truck Dispatching Center Project
Noise Technical Memorandum 14
attributed to the project are presented in Table 6, Typical Noise Levels Generated by Parking Related Activities.
Table 6
Maximum Noise Levels Generated by Parking Related Activities Noise Source Maximum Noise Levels
at 50 Feet from Source
Approximate Noise Levels at
1,180 feet from the Source
Car door slamming 61 dBA Leq 34 dBA Leq
Car starting 60 dBA Leq 33 dBA Leq
Car idling 53 dBA Leq 26 dBA Leq
Source: Kariel, H. G., Noise in Rural Recreational Environments, Canadian Acoustics 19(5), 3-10, 1991.

As shown in Table 6, parking activities can result in noise levels up to 61 dBA at a distance of 50 feet. It is noted that parking activity noises are intermittent and usually last for at most a few minutes, compared to noise standards in the CNEL scale, which are averaged over 24 hours. As a result, actual noise levels over time resulting from parking activities would be far lower than what is identified in Table 6. As shown in Table 6, parking lot noise levels would range from 53 to 61 dBA at a distance of 50 feet. The property line of the nearest sensitive receptors (i.e., residences to the southwest of the project site) would be located approximately 1,180 feet from the nearest proposed parking area on western portion of the project site. At this distance, parking lot noise levels would range between 26 to 34 dBA. Therefore, noise levels from parking activities on the project site would be significantly lower than the ambient noise level (46.3 dBA, refer to Table 4) and would not exceed the City’s normally acceptable noise standard for lowͲ density residential uses (i.e., 60 dBA). In addition, according to the City’s General Plan, as the ambient noise level at the closest sensitive receptor is lower than 55 dBA, any change in noise level would not cause a significant impact; refer to Table 3. Impacts would be less than significant in this regard. Composite Stationary Noise
At the closest sensitive receptor located to the southwest of the project site, stationary noise levels associated with the proposed project operationsinclude HVAC systems(28 dBA), air compressor (45 dBA), vehicle maintenance activities (40 dBA), slowͲmoving trucks (57 dBA), and parking lot activities (34 dBA).

The composite noise level from all stationary sources would be approximately 57 dBA, which would not exceed the City’s normally acceptable noise standard for lowͲdensity residential uses (i.e., 60 dBA). It should be noted that this analysis is conservative as these noiseͲgenerating activities would not occur simultaneously during project operations. Assuming the composite noise level of 57 dBA would last for five hours per day during daytime, the noise level with the proposed project at the closest sensitive receptor would be 54 dBA CNEL. According to the City’s General Plan, asthe noise level with the proposed project at the closest sensitive receptor is lower than 55 dBA CNEL, any change in noise level would not cause a significant impact; refer to Table 3. Therefore, stationary noise levels would not exceed the applicable noise standards at the nearest sensitive receptors, and a less than significant impact would occur in this regard.

Mitigation Measures:No mitigation is required.

Truck Dispatching Center Project
Noise Technical Memorandum 15
Impact NOI-2: Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels?
Less Than Significant Impact.

Construction Vibration Impacts
Project construction can generate varying degrees of groundborne vibration, depending on the construction procedure and the construction equipment used. Operation of some heavy-duty construction equipment generates vibrations that spread through the ground and diminish in amplitude with distance from the source. The effect on buildings located in the vicinity of the construction site often varies depending on soil type, ground strata, and construction characteristics of the receiver building(s).

The results from vibration can range from no perceptible effects at the lowest vibration levels, to low rumbling sounds and perceptible vibration at moderate levels, to slight damage at the highest levels.

Groundborne vibrations from construction activities rarely reach levels that damage structures.

The Federal Transit Administration (FTA) has published standard vibration velocities for construction equipment operations. The types of construction vibration impact include human annoyance and building damage. Human annoyance occurs when construction vibration rises significantly above the threshold of human perception for extended periods of time. Building damage can be cosmetic or structural. For most structures that are non-engineered timber and masonry buildings, the FTA architectural damage criterion for continuous vibrations is 0.2 in/sec. Typical vibration produced by construction equipment is illustrated in Table 7, Typical Vibration Levels for Construction Equipment.

Table 7
Typical Vibration Levels for Construction Equipment
Equipment Approximate peak particle velocity at 25
feet (inches/second)1
Approximate peak particle velocity at 125
feet (inches/second)1
Large bulldozer 0.089 0.0080
Loaded trucks 0.076 0.0068
Small bulldozer 0.003 0.0003
Jackhammer 0.035 0.0031
Vibratory Roller 0.210 0.0188
Notes:

1. Calculated using the following formula:

PPV equip = PPVref x (25/D)1.5
where: PPV (equip) = the peak particle velocity in in/sec of the equipment adjusted for the distance PPV (ref) = the reference vibration level in in/sec from Table 7-4 of the FTA Transit Noise and Vibration Impact Assessment Manual.

D = the distance from the equipment to the receiver
Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, Table 7-4 Vibration Source Levels for Construction Equipment, September 2018.

Groundborne vibration decreases rapidly with distance. As indicated in Table 7, based on the FTA data, vibration velocities from typical heavy construction equipment operations that would be used during project construction range from 0.003 to 0.210 inch/second PPV at 25 feet from the source of activity.

The nearest structure is a light industrial building located approximately 125 feet to the north of the Truck Dispatching Center Project
Noise Technical Memorandum 16
project site. As shown in Table 7, the vibration velocities at the nearest structure would range from 0.0003 to 0.0188 inch/second PPV. As such, the construction activities would not be capable of exceeding the 0.2 inch/second PPV significance threshold for vibration to the nearest structure and a less than significant impact would occur in this regard.

Operational Vibration Impacts
Operation of the project would not include or require equipment, facilities, or activities that would result in perceptible groundborne vibration. Heavy-duty trucks would travel to and from the project site on surrounding roadways. According to the FTA, it is unusual for vibration from sources such as buses and trucks to be perceptible, even in locations close to major roads.11 As such, it can be reasonably inferred that project operations would not create perceptible vibration impacts to the nearest sensitive receptors.

A less than significant impact would occur in this regard.

Mitigation Measures: No mitigation is required.

Impact NOI-3: For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels?
No Impact. The nearest public use airport to the project site is the Camarillo Airport which lies approximately 8.2 miles to the west of the project site. This airport is open to the public for use and owned and operated by the County of Ventura. According to the Airport Comprehensive Land Use Plan for Ventura County, the project site is not located within the Camarillo Airport CNEL contours. 12 The project site is not in the vicinity of a private airstrip. Therefore, no impact related to airport land use compatibility would occur.

Mitigation Measures: No mitigation is required.
11 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018. 12 Ventura County Airport Land Use Commission, Airport Comprehensive Land Use Plan for Ventura County, July 7, 2000, https://www.goventura.org/wp-content/uploads/2018/03/2000-airport-land-use-for-ventura-county.pdf, accessed November 16, 2021.

Truck Dispatching Center Project
Noise Technical Memorandum 17

REFERENCES
Documents

1. California Department of Transportation, Technical Noise Supplement to the Traffic Noise Analysis Protocol, 2013.

2. City of Thousand Oaks, Thousand Oaks General Plan Land Use and Circulation Elements, October 20, 2015, https://www.toaks.org/home/showdocument?id=330, accessed November 16, 2021.

3. City of Thousand Oaks, Zoning Map,
http://map.toaks.org/Html5Viewer/Index.html?Viewer=public, accessed November 16, 2021.

4. City of Thousand Oaks, Thousand Oaks General Plan Noise Element, May 2000, https://www.toaks.org/home/showpublisheddocument?id=340, accessed November 16, 2021.

5. City of Thousand Oaks, Code of Ordinances: Chapter 21, Noise, 1990.

6. Elliott H. Berger, Rick Neitzel, and Cynthia A. Kladden, Noise Navigator Sound Level Database with Over 1700 Measurement Values, July 6, 2010.

7. Federal Highway Administration, Roadway Construction Noise Model User’s Guide, January 2006.

8. Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018.

9. Harris, Cyril, Handbook of Noise Control, 1979.

10. State Office of Planning and Research, State of California General Plan Guidelines, October 2017.

11. Urban Crossroads, Inc., Lake Street / I-15 Property Noise Impact Analysis, October 15, 2019.

12. U.S. Environmental Protection Agency, Noise Effects Handbook – A Desk Reference to Health and Welfare Effects of Noise, October 1979 (revised July 1981).

13. Ventura County Airport Land Use Commission, Airport Comprehensive Land Use Plan for Ventura County, July 7, 2000, https://www.goventura.org/wpcontent/uploads/2018/03/2000-airport-land-use-for-ventura-county.pdf, accessed November 16, 2021.

Truck Dispatching Center Project
Noise Technical Memorandum 18
Websites / Programs

1. Google Earth, 2021.

Appendix A
Noise Data

Site Number: NM-1
Recorded By: Zhe Chen, Tina Yuan
Job Number: 186261
Date: 11/17/2021
Time: 11:52 a.m.

Location: The dead-end of Marion Street, in front of 160 Marion Street.

Source of Peak Noise: Air craft flew by overhead.

Noise Data
Leq (dB) Lmax(dB) Lmin (dB) Peak (dB)

46.3 55.4 42.5 81.3
Equipment
Category Type Vendor Model Serial No. Cert. Date Note
Sound
Sound Level Meter Brüel & Kjær 2250 3011133 09/09/2021
Microphone Brüel & Kjær 4189 3086765 09/09/2021
Preamp Brüel & Kjær ZC 0032 25380 09/09/2021
Calibrator Brüel & Kjær 4231 2545667 09/09/2021
Weather Data
Est.

Duration: 10 minutes Sky: Partly Cloudy
Note: dBA Offset = 0.01 Sensor Height (ft): 5 ft
Wind Ave Speed (mph / m/s) Temperature (degrees Fahrenheit) Barometer Pressure (inches) 4 mph 57 30.01
Photo of Measurement Location
2250
Instrument: 2250
Application: BZ7225 Version 4.7.6
Start Time: 11/17/2021 11:52:12
End Time: 11/17/2021 12:02:12
Elapsed Time: 00:10:00
Bandwidth: 1/3-octave
Max Input Level: 142.13
Time Frequency
Broadband (excl. Peak): FSI AC
Broadband Peak: C
Spectrum: FS Z
Instrument Serial Number: 3011133
Microphone Serial Number: 3086765
Input: Top Socket
Windscreen Correction: UA-1650
Sound Field Correction: Free-field
Calibration Time: 11/17/2021 10:46:22
Calibration Type: External reference
Sensitivity: 43.5988456010818 mV/Pa
TOK_001
Start End Elapsed Overload LAeq LAFmax LAFmin
time time time [%] [dB] [dB] [dB]
Value 0.00 46.3 55.4 42.5
Time 11:52:12 AM 12:02:12 PM 0:10:00
Date 11/17/2021 11/17/2021
Cursor: (A) Leq=46.3 dB LFmax=55.4 dB LFmin=42.5 dB
TOK_001

12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 10 20
30 40
50 60
70 80
90 100
110
120
130
dB 11/17/2021 11:52:12 AM - 12:02:12 PM
Hz
LZeq LZFmax LZFmin
Cursor: [78.2 ; 78.4[ dB Level: 0.0% Cumulative: 0.0%
TOK_001
20 30 40 50 60 70 80 90 100 110 120 130 140
0 10
20 30
40 50
60 70
80 90
100
% Based on LAF , 10ms Class width: 0.2 dB 11/17/2021 11:52:12 AM - 12:02:12 PM dB
L1 = 51.3 dB
L5 = 48.8 dB
L10 = 47.5 dB
L50 = 45.7 dB
L90 = 45.0 dB
L95 = 44.7 dB
L99 = 43.3 dB
Level Cumulative
Cursor: 11/17/2021 11:57:11 AM - 11:57:12 AM LAIeq=46.2 dB LAFmax=46.1 dB LCpeak=70.8 dB LAFmin=45.4 dB TOK_001
11:53:00 AM 11:55:00 AM 11:57:00 AM 11:59:00 AM 12:01:00 PM 20 40
60 80
100
120
140
Sound
dB
LAIeq LAFmax LCpeak LAFmin
TOK_001
Start Elapsed LAIeq LAFmax LAFmin
time time [dB] [dB] [dB]
Value 46.2 46.1 45.4
Time 11:57:11 AM 0:00:01
Date 11/17/2021
Cursor: (A) Leq=45.7 dB
TOK_001

12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20
40 60
80 100
120
140
dB 11/17/2021 11:57:11 AM - 11:57:12 AM
Hz
LZeq
Cursor: 11/17/2021 11:52:12 AM - 12:00:00 PM LAIeq=47.3 dB LAFmax=55.4 dB LCpeak=81.3 dB LAFmin=42.9 dB TOK_001 Periodic reports
12:00:00 PM 12:10:00 PM 12:20:00 PM 12:30:00 PM 12:40:00 PM 12:50:00 PM 01:00:00 PM 20 40
60 80
100
120
140
Sound
dB
LAIeq LAFmax LCpeak LAFmin
TOK_001 Periodic reports
Start Elapsed Overload LAIeq LAFmax LAFmin
time time [%] [dB] [dB] [dB]
Value 0.00 47.3 55.4 42.9
Time 11:52:12 AM 0:07:48
Date 11/17/2021
Cursor: (A) Leq=46.5 dB LFmax=55.4 dB LFmin=42.9 dB
TOK_001 Periodic reports

12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20
40 60
80 100
120
140
dB 11/17/2021 11:52:12 AM - 12:00:00 PM
Hz
LZeq LZFmax LZFmin
Cursor: [78.2 ; 78.4[ dB Level: 0.0% Cumulative: 0.0%
TOK_001 Periodic reports
20 30 40 50 60 70 80 90 100 110 120 130 140
0 10
20 30
40 50
60 70
80 90
100
% Based on LAF , 10ms Class width: 0.2 dB 11/17/2021 11:52:12 AM - 12:00:00 PM dB
L1 = 51.6 dB
L5 = 49.3 dB
L10 = 48.0 dB
L50 = 45.8 dB
L90 = 45.1 dB
L95 = 44.9 dB
L99 = 44.6 dB
Level Cumulative
Site Number: NM-2
Recorded By: Zhe Chen, Tina Yuan
Job Number: 186261
Date: 11/17/2021
Time: 12:18 p.m.

Location: The end of paved maintenance road north of the Conejo Adventist Elementary Source of Peak Noise: Students screaming during the outdoor activities Noise Data
Leq (dB) Lmax(dB) Lmin (dB) Peak (dB)

58.7 74.5 42.9 88.7
Equipment
Category Type Vendor Model Serial No. Cert. Date Note
Sound
Sound Level Meter Brüel & Kjær 2250 3011133 09/09/2021
Microphone Brüel & Kjær 4189 3086765 09/09/2021
Preamp Brüel & Kjær ZC 0032 25380 09/09/2021
Calibrator Brüel & Kjær 4231 2545667 09/09/2021
Weather Data
Est.

Duration: 10 minutes Sky: Partly Cloudy
Note: dBA Offset = 0.01 Sensor Height (ft): 5 ft
Wind Ave Speed (mph / m/s) Temperature (degrees Fahrenheit) Barometer Pressure (inches) 4 mph 57 30.01
Photo of Measurement Location
2250
Instrument: 2250
Application: BZ7225 Version 4.7.6
Start Time: 11/17/2021 12:20:05
End Time: 11/17/2021 12:30:05
Elapsed Time: 00:10:00
Bandwidth: 1/3-octave
Max Input Level: 142.13
Time Frequency
Broadband (excl. Peak): FSI AC
Broadband Peak: C
Spectrum: FS Z
Instrument Serial Number: 3011133
Microphone Serial Number: 3086765
Input: Top Socket
Windscreen Correction: UA-1650
Sound Field Correction: Free-field
Calibration Time: 11/17/2021 10:46:22
Calibration Type: External reference
Sensitivity: 43.5988456010818 mV/Pa
TOK_002
Start End Elapsed Overload LAeq LAFmax LAFmin
time time time [%] [dB] [dB] [dB]
Value 0.00 58.7 74.5 42.9
Time 12:20:05 PM 12:30:05 PM 0:10:00
Date 11/17/2021 11/17/2021
Cursor: (A) Leq=58.7 dB LFmax=74.5 dB LFmin=42.9 dB
TOK_002

12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 10 20
30 40
50 60
70 80
90 100
110
120
130
dB 11/17/2021 12:20:05 PM - 12:30:05 PM
Hz
LZeq LZFmax LZFmin
Cursor: [78.2 ; 78.4[ dB Level: 0.0% Cumulative: 0.0%
TOK_002
20 30 40 50 60 70 80 90 100 110 120 130 140
0 10
20 30
40 50
60 70
80 90
100
% Based on LAF , 10ms Class width: 0.2 dB 11/17/2021 12:20:05 PM - 12:30:05 PM dB
L1 = 67.2 dB
L5 = 63.5 dB
L10 = 61.9 dB
L50 = 56.2 dB
L90 = 51.2 dB
L95 = 49.9 dB
L99 = 47.8 dB
Level Cumulative
Cursor: 11/17/2021 12:25:04 PM - 12:25:05 PM LAIeq=61.0 dB LAFmax=60.1 dB LCpeak=76.5 dB LAFmin=51.5 dB TOK_002
12:21:00 PM 12:23:00 PM 12:25:00 PM 12:27:00 PM 12:29:00 PM 20 40
60 80
100
120
140
Sound
dB
LAIeq LAFmax LCpeak LAFmin
TOK_002
Start Elapsed LAIeq LAFmax LAFmin
time time [dB] [dB] [dB]
Value 61.0 60.1 51.5
Time 12:25:04 PM 0:00:01
Date 11/17/2021
Cursor: (A) Leq=54.5 dB
TOK_002

12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20
40 60
80 100
120
140
dB 11/17/2021 12:25:04 PM - 12:25:05 PM
Hz
LZeq
Cursor: 11/17/2021 12:20:05 PM - 01:20:05 PM LAIeq=62.9 dB LAFmax=74.5 dB LCpeak=88.7 dB LAFmin=42.9 dB TOK_002 Periodic reports
12:30:00 PM 12:40:00 PM 12:50:00 PM 01:00:00 PM 01:10:00 PM 01:20:00 PM 20 40
60 80
100
120
140
Sound
dB
LAIeq LAFmax LCpeak LAFmin
TOK_002 Periodic reports
Start Elapsed Overload LAIeq LAFmax LAFmin
time time [%] [dB] [dB] [dB]
Value 0.00 62.9 74.5 42.9
Time 12:20:05 PM 0:10:00
Date 11/17/2021
Cursor: (A) Leq=58.7 dB LFmax=74.5 dB LFmin=42.9 dB
TOK_002 Periodic reports

12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20
40 60
80 100
120
140
dB 11/17/2021 12:20:05 PM - 12:30:05 PM
Hz
LZeq LZFmax LZFmin
Cursor: [78.2 ; 78.4[ dB Level: 0.0% Cumulative: 0.0%
TOK_002 Periodic reports
20 30 40 50 60 70 80 90 100 110 120 130 140
0 10
20 30
40 50
60 70
80 90
100
% Based on LAF , 10ms Class width: 0.2 dB 11/17/2021 12:20:05 PM - 12:30:05 PM dB
L1 = 67.2 dB
L5 = 63.5 dB
L10 = 61.9 dB
L50 = 56.2 dB
L90 = 51.2 dB
L95 = 49.9 dB
L99 = 47.8 dB
Level Cumulative
Site Number: NM-3
Recorded By: Zhe Chen, Tina Yuan
Job Number: 186261
Date: 11/17/2021
Time: 12:48 p.m.

Location: In front of the east entrance of the multi-family residential unit at 1540 Pachino Circle.

Source of Peak Noise: Distant construction activities.

Noise Data
Leq (dB) Lmax(dB) Lmin (dB) Peak (dB)

57.9 71.9 44.7 100.2
Equipment
Category Type Vendor Model Serial No. Cert. Date Note
Sound
Sound Level Meter Brüel & Kjær 2250 3011133 09/09/2021
Microphone Brüel & Kjær 4189 3086765 09/09/2021
Preamp Brüel & Kjær ZC 0032 25380 09/09/2021
Calibrator Brüel & Kjær 4231 2545667 09/09/2021
Weather Data
Est.

Duration: 10 minutes Sky: Partly Cloudy
Note: dBA Offset = 0.01 Sensor Height (ft): 5 ft
Wind Ave Speed (mph / m/s) Temperature (degrees Fahrenheit) Barometer Pressure (inches) 4 mph 57 30.01
Photo of Measurement Location
2250
Instrument: 2250
Application: BZ7225 Version 4.7.6
Start Time: 11/17/2021 12:47:35
End Time: 11/17/2021 12:57:35
Elapsed Time: 00:10:00
Bandwidth: 1/3-octave
Max Input Level: 142.13
Time Frequency
Broadband (excl. Peak): FSI AC
Broadband Peak: C
Spectrum: FS Z
Instrument Serial Number: 3011133
Microphone Serial Number: 3086765
Input: Top Socket
Windscreen Correction: UA-1650
Sound Field Correction: Free-field
Calibration Time: 11/17/2021 10:46:22
Calibration Type: External reference
Sensitivity: 43.5988456010818 mV/Pa
TOK_003
Start End Elapsed Overload LAeq LAFmax LAFmin
time time time [%] [dB] [dB] [dB]
Value 0.00 57.9 71.9 44.7
Time 12:47:35 PM 12:57:35 PM 0:10:00
Date 11/17/2021 11/17/2021
Cursor: (A) Leq=57.9 dB LFmax=71.9 dB LFmin=44.7 dB
TOK_003

12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 10 20
30 40
50 60
70 80
90 100
110
120
130
dB 11/17/2021 12:47:35 PM - 12:57:35 PM
Hz
LZeq LZFmax LZFmin
Cursor: [78.2 ; 78.4[ dB Level: 0.0% Cumulative: 0.0%
TOK_003
20 30 40 50 60 70 80 90 100 110 120 130 140
0 10
20 30
40 50
60 70
80 90
100
% Based on LAF , 10ms Class width: 0.2 dB 11/17/2021 12:47:35 PM - 12:57:35 PM dB
L1 = 66.0 dB
L5 = 63.0 dB
L10 = 61.6 dB
L50 = 55.7 dB
L90 = 48.6 dB
L95 = 47.6 dB
L99 = 46.1 dB
Level Cumulative
Cursor: 11/17/2021 12:52:34 PM - 12:52:35 PM LAIeq=57.0 dB LAFmax=56.6 dB LCpeak=87.3 dB LAFmin=50.7 dB TOK_003
12:48:00 PM 12:50:00 PM 12:52:00 PM 12:54:00 PM 12:56:00 PM 20 40
60 80
100
120
140
Sound
dB
LAIeq LAFmax LCpeak LAFmin
TOK_003
Start Elapsed LAIeq LAFmax LAFmin
time time [dB] [dB] [dB]
Value 57.0 56.6 50.7
Time 12:52:34 PM 0:00:01
Date 11/17/2021
Cursor: (A) Leq=53.8 dB
TOK_003

12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20
40 60
80 100
120
140
dB 11/17/2021 12:52:34 PM - 12:52:35 PM
Hz
LZeq
Cursor: 11/17/2021 12:47:35 PM - 01:47:35 PM LAIeq=60.1 dB LAFmax=71.9 dB LCpeak=100.2 dB LAFmin=44.7 dB TOK_003 Periodic reports
12:50:00 PM 01:00:00 PM 01:10:00 PM 01:20:00 PM 01:30:00 PM 01:40:00 PM 20 40
60 80
100
120
140
Sound
dB
LAIeq LAFmax LCpeak LAFmin
TOK_003 Periodic reports
Start Elapsed Overload LAIeq LAFmax LAFmin
time time [%] [dB] [dB] [dB]
Value 0.00 60.1 71.9 44.7
Time 12:47:35 PM 0:10:00
Date 11/17/2021
Cursor: (A) Leq=57.9 dB LFmax=71.9 dB LFmin=44.7 dB
TOK_003 Periodic reports

12.50 31.50 63 125 250 500 1000 2000 4000 8000 16000 A C 0 20
40 60
80 100
120
140
dB 11/17/2021 12:47:35 PM - 12:57:35 PM
Hz
LZeq LZFmax LZFmin
Cursor: [78.2 ; 78.4[ dB Level: 0.0% Cumulative: 0.0%
TOK_003 Periodic reports
20 30 40 50 60 70 80 90 100 110 120 130 140
0 10
20 30
40 50
60 70
80 90
100
% Based on LAF , 10ms Class width: 0.2 dB 11/17/2021 12:47:35 PM - 12:57:35 PM dB
L1 = 66.0 dB
L5 = 63.0 dB
L10 = 61.6 dB
L50 = 55.7 dB
L90 = 48.6 dB
L95 = 47.6 dB
L99 = 46.1 dB
Level Cumulative

Appendix B
Traffic Count Data
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 1 D r : C d
2/27/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0
1:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 0
10:00 011:00 12 20 28 18 2 0 0 0 0 0 0 0 0 0 80
12:00 PM 0 17 61 31 12 6 1 0 1 0 0 0 0 0 129
1:00 7 32 103 27 15 3 0 0 0 0 0 0 0 0 1872:00 1 26 61 24 10 2 1 0 0 0 0 0 0 0 1253:00 9 15 51 23 8 0 0 0 0 0 0 0 0 0 1064:00 7 20 47 25 5 0 4 0 0 0 0 0 0 0 1085:00 3 23 96 42 7 7 2 1 0 0 0 0 0 0 1816:00 5 26 127 28 19 9 3 0 0 0 0 0 0 0 2177:00 5 12 85 24 3 2 1 0 0 0 0 0 0 0 1328:00 0 5 22 3 1 1 0 0 0 0 0 0 0 0 329:00 1 2 11 9 2 1 0 0 0 0 0 0 0 0 26 10:00 0 2 4 7 0 0 0 0 0 0 0 0 0 0 1311:00 0 1 0 3 0 0 0 0 0 0 0 0 0 0 4 T 50 201 696 264 84 31 12 1 1 0 0 0 0 0 1340
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 2 D r : C d
2/28/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 3 5 2 0 0 0 0 0 0 0 0 0 0 10
1:00 4 1 0 1 1 0 0 0 0 0 0 0 0 0 72:00 0 0 2 2 0 0 0 0 0 0 0 0 0 0 43:00 1 1 0 2 0 0 0 0 0 0 0 0 0 0 44:00 1 1 3 0 1 0 0 0 0 0 0 0 0 0 65:00 0 1 4 1 1 1 0 0 0 0 0 0 0 0 86:00 0 3 21 11 2 3 2 0 0 0 0 0 0 0 427:00 0 7 40 18 3 14 9 1 0 0 0 0 0 0 928:00 3 22 83 45 5 2 2 0 0 0 0 0 0 0 1629:00 3 21 103 28 4 1 0 0 0 0 0 0 0 0 160 10:00 5 7 43 19 5 2 2 0 0 0 0 0 0 0 8311:00 10 18 41 20 8 1 0 0 0 0 0 0 0 0 98 12:00 PM 8 19 61 17 5 2 1 0 0 0 0 0 0 0 113
1:00 11 27 115 27 8 4 0 0 0 0 0 0 0 0 1922:00 8 30 50 17 11 1 0 0 0 0 0 0 0 0 1173:00 9 25 60 20 2 2 0 0 0 0 0 0 0 0 1184:00 10 26 56 22 8 1 0 1 0 0 0 0 0 0 1245:00 7 34 121 35 4 6 0 1 0 0 0 0 0 0 2086:00 3 25 138 45 17 8 4 0 0 0 0 0 0 0 2407:00 1 22 65 19 3 1 0 0 0 0 0 0 0 0 1118:00 2 2 21 13 3 0 0 0 0 0 0 0 0 0 419:00 0 1 11 5 1 0 0 0 0 0 0 0 0 0 18 10:00 1 3 6 7 3 0 0 0 0 0 0 0 0 0 2011:00 0 1 2 3 0 0 0 0 0 0 0 0 0 0 6 T 87 300 1051 379 95 49 20 3 0 0 0 0 0 0 1984
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 3 D r : C d
3/1/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 2 4 12 4 0 1 0 0 0 0 0 0 0 0 23
1:00 0 1 4 1 0 0 0 0 0 0 0 0 0 0 62:00 2 2 4 2 1 0 0 0 0 0 0 0 0 0 113:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 24:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 25:00 1 1 4 0 0 1 0 0 0 0 0 0 0 0 76:00 0 2 16 14 1 2 1 0 0 0 0 0 0 0 367:00 2 3 40 24 2 1 1 0 0 0 0 0 0 0 738:00 8 7 86 38 8 4 2 1 0 0 1 0 0 0 1559:00 5 20 79 43 7 3 0 0 0 0 0 0 0 0 157 10:00 2 15 54 32 9 5 1 0 0 0 0 0 0 0 11811:00 11 26 43 25 6 3 0 0 0 0 0 0 0 0 114 12:00 PM 3 17 71 27 7 1 1 0 0 0 0 0 0 0 127
1:00 9 27 94 19 6 1 1 0 0 0 0 0 0 0 1572:00 13 19 56 16 7 3 1 0 0 0 0 0 0 0 1153:00 3 21 50 14 7 1 0 0 0 0 0 0 0 0 964:00 3 16 55 12 4 5 1 0 0 0 0 0 0 0 965:00 4 33 110 39 7 2 0 1 0 0 0 0 0 0 1966:00 6 31 130 46 7 4 0 0 0 0 0 0 0 0 2247:00 1 17 77 46 3 0 0 0 0 0 0 0 0 0 1448:00 0 8 20 10 1 2 0 0 0 0 0 0 0 0 419:00 0 4 6 7 0 2 1 0 0 0 0 0 0 0 20 10:00 1 5 10 5 2 0 0 0 0 0 0 0 0 0 2311:00 2 3 6 2 1 1 0 0 0 0 0 0 0 0 15 T 79 283 1028 427 86 42 10 2 0 0 1 0 0 0 1958
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 4 D r : C d
3/2/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 2 2 5 4 1 0 0 0 0 0 0 0 0 0 14
1:00 0 1 1 2 1 0 0 0 0 0 0 0 0 0 52:00 0 0 3 3 0 0 0 0 0 0 0 0 0 0 63:00 0 0 3 2 0 0 0 0 0 0 0 0 0 0 54:00 0 0 4 0 0 0 0 0 0 0 0 0 0 0 45:00 0 1 4 0 0 0 0 0 0 0 0 0 0 0 56:00 0 1 7 9 0 0 0 0 0 0 0 0 0 0 177:00 0 1 8 12 2 1 0 0 0 0 0 0 0 0 248:00 0 0 6 4 8 0 0 0 0 0 0 0 0 0 189:00 0 3 15 15 2 3 1 0 0 0 0 0 0 0 39 10:00 3 2 14 13 9 0 0 0 0 0 0 0 0 0 4111:00 3 7 21 11 3 1 0 0 0 0 0 0 0 0 46 12:00 PM 0 5 16 13 9 2 1 0 0 0 0 0 0 0 46
1:00 1 4 17 9 4 1 0 0 0 0 0 0 0 0 362:00 0 5 11 7 2 1 0 0 0 0 0 0 0 0 263:00 2 3 8 3 2 0 0 0 0 0 0 0 0 0 184:00 0 0 6 8 5 1 0 0 0 0 0 0 0 0 205:00 1 3 37 22 3 1 0 0 0 0 0 0 0 0 676:00 3 15 60 57 6 2 0 0 0 0 0 0 0 0 1437:00 2 5 32 14 5 1 0 0 0 0 0 0 0 0 598:00 3 1 10 7 0 1 0 0 0 0 0 0 0 0 229:00 1 0 6 3 1 0 0 0 0 0 0 0 0 0 11 10:00 0 1 4 8 1 0 0 0 0 0 0 0 0 0 1411:00 0 1 2 1 0 0 0 0 0 0 0 0 0 0 4 T 21 61 300 227 64 15 2 0 0 0 0 0 0 0 690
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 5 D r : C d
3/3/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 4
1:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 12:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 13:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 7 1 0 0 0 0 0 0 0 0 0 0 86:00 0 1 5 1 0 0 0 0 0 0 0 0 0 0 77:00 0 4 9 3 1 0 0 0 0 0 0 0 0 0 178:00 2 2 10 2 0 1 0 0 0 0 0 0 0 0 179:00 0 4 3 5 3 0 0 0 0 0 0 0 0 0 15 10:00 2 3 4 2 1 1 1 0 0 0 0 0 0 0 1411:00 0 6 12 6 4 0 0 0 0 0 0 0 0 0 28 12:00 PM 2 3 11 9 0 1 0 0 0 0 0 0 0 0 26
1:00 0 3 9 4 1 1 0 0 0 0 0 0 0 0 182:00 0 2 4 9 1 0 0 0 0 0 0 0 0 0 163:00 0 0 10 6 1 1 0 0 0 0 0 0 0 0 184:00 4 5 10 4 1 0 0 0 0 0 0 0 0 0 245:00 0 7 33 8 3 3 1 0 0 0 0 0 0 0 556:00 3 12 82 31 2 0 0 0 0 0 0 0 0 0 1307:00 2 2 32 12 2 1 0 0 0 0 0 0 0 0 518:00 0 0 2 5 1 1 0 0 0 0 0 0 0 0 99:00 0 2 3 2 1 0 0 0 0 0 0 0 0 0 8 10:00 0 0 4 4 1 0 0 0 0 0 0 0 0 0 911:00 0 0 1 3 0 0 0 0 0 0 0 0 0 0 4 T 15 57 254 120 23 10 2 0 0 0 0 0 0 0 481
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 6 D r : C d
3/4/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3
1:00 2 1 1 0 0 0 0 0 0 0 0 0 0 0 42:00 0 0 4 3 0 0 0 0 0 0 0 0 0 0 73:00 0 2 0 1 1 0 0 0 0 0 0 0 0 0 44:00 0 0 0 1 0 1 0 0 0 0 0 0 0 0 25:00 0 3 7 1 0 0 1 0 0 0 0 0 0 0 126:00 0 0 15 9 3 3 1 1 0 0 0 0 0 0 327:00 0 5 34 16 6 11 5 2 0 0 0 0 0 0 798:00 4 16 76 37 6 3 1 0 0 0 0 0 0 0 1439:00 2 17 85 39 5 3 0 0 0 0 0 0 0 0 151 10:00 3 7 42 25 5 2 0 0 0 0 0 0 0 0 8411:00 10 11 50 30 7 1 0 0 0 0 0 0 0 0 109 12:00 PM 10 24 69 29 5 2 1 1 0 0 0 0 0 0 141
1:00 21 39 111 26 7 1 0 0 0 0 0 0 0 0 2052:00 2 21 63 16 11 1 0 0 0 0 0 0 0 0 1143:00 3 13 48 28 4 1 0 0 0 0 0 0 0 0 974:00 9 20 47 22 3 0 1 0 0 0 0 0 0 0 1025:00 5 17 123 47 8 6 2 0 1 0 0 0 0 0 2096:00 8 36 136 47 13 13 3 0 0 0 0 0 0 0 2567:00 6 18 75 21 5 0 0 0 0 0 0 0 0 0 1258:00 0 2 13 7 3 0 2 0 0 0 0 0 0 0 279:00 3 2 10 5 4 1 0 0 0 0 0 0 0 0 25 10:00 3 3 9 2 2 0 0 0 0 0 0 0 0 0 1911:00 0 1 1 1 1 0 0 0 0 0 0 0 0 0 4 T 92 259 1020 413 99 49 17 4 1 0 0 0 0 0 1954
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 7 D r : C d
3/5/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 2 6 1 1 0 0 0 0 0 0 0 0 0 10
1:00 2 2 0 0 0 0 0 0 0 0 0 0 0 0 42:00 0 3 2 2 1 0 0 0 0 0 0 0 0 0 83:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 24:00 0 1 2 0 0 1 0 0 0 0 0 0 0 0 45:00 1 1 1 1 1 2 0 0 0 0 0 0 0 0 76:00 1 4 25 8 1 2 2 1 0 0 0 0 0 0 447:00 0 4 38 23 9 9 6 1 0 0 0 0 0 0 908:00 3 12 76 46 7 3 0 0 1 0 0 0 0 0 1489:00 3 20 85 45 5 2 0 0 0 0 0 0 0 0 160 10:00 4 13 47 23 10 1 0 0 0 0 0 0 0 0 9811:00 0 18 44 23 6 6 0 0 0 0 0 0 0 0 97 12:00 PM 11 29 68 20 2 1 0 0 0 0 0 0 0 0 131
1:00 8 33 110 29 4 2 0 0 0 0 0 0 0 0 1862:00 11 26 68 13 4 1 1 0 0 0 0 0 0 0 1243:00 2 29 48 23 6 1 1 0 0 0 0 0 0 0 1104:00 2 13 58 26 10 1 0 0 0 0 0 0 0 0 1105:00 5 19 122 50 10 5 1 1 0 0 0 0 0 0 2136:00 4 30 113 26 18 10 1 0 0 0 0 0 0 0 2027:00 3 17 91 27 3 2 0 0 0 0 0 0 0 0 1438:00 1 4 24 13 4 0 0 0 0 0 0 0 0 0 469:00 0 0 7 3 2 1 0 0 0 0 0 0 0 0 13 10:00 1 1 6 2 0 0 0 0 0 0 0 0 0 0 1011:00 0 4 3 2 0 0 0 0 0 0 0 0 0 0 9 T 63 285 1044 406 105 50 12 3 1 0 0 0 0 0 1969
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 8 D r : C d
3/6/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 2 9 4 2 0 0 0 0 0 0 0 0 0 17
1:00 0 0 1 1 1 1 0 0 0 0 0 0 0 0 42:00 0 0 3 1 0 0 0 0 0 0 0 0 0 0 43:00 0 1 1 1 0 0 0 0 0 0 0 0 0 0 34:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 25:00 0 1 2 1 0 1 0 0 0 0 0 0 0 0 56:00 0 4 18 21 2 3 2 0 0 0 0 0 0 0 507:00 1 6 27 11 5 12 7 0 0 0 0 0 0 0 698:00 2 13 85 38 5 5 0 0 0 0 0 0 0 0 1489:00 3 22 77 38 6 5 0 0 0 0 0 0 0 0 151 10:00 1 15 45 31 4 4 1 0 0 0 0 0 0 0 10111:00 5 22 50 19 9 0 0 0 0 0 0 0 0 0 105 12:00 PM 4 12 59 26 5 5 0 0 0 0 0 0 0 0 111
1:00 5 13 99 28 7 3 0 0 0 0 0 0 0 0 1552:00 6 21 77 21 4 3 0 0 0 0 0 0 0 0 1323:00 2 11 46 23 7 4 0 1 0 0 0 0 0 0 944:00 9 7 49 9 3 0 0 1 0 0 0 0 0 0 785:00 3 14 95 40 7 8 4 0 1 0 0 0 0 0 1726:00 4 18 141 26 11 10 7 0 0 0 0 0 0 0 2177:00 8 19 99 31 3 0 0 0 0 0 0 0 0 0 1608:00 0 1 18 7 1 0 0 0 0 0 0 0 0 0 279:00 0 5 4 6 3 1 0 0 0 0 0 0 0 0 19 10:00 1 4 7 3 0 0 0 0 0 0 0 0 0 0 1511:00 1 1 1 2 0 1 0 0 0 0 0 0 0 0 6 T 55 213 1014 388 85 66 21 2 1 0 0 0 0 0 1845
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 9 D r : C d
3/7/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 4 3 4 1 0 0 0 0 0 0 0 0 0 12
1:00 3 2 1 0 0 1 0 0 0 0 0 0 0 0 72:00 0 0 4 0 0 0 0 0 0 0 0 0 0 0 43:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 14:00 0 0 2 1 0 1 0 0 0 0 0 0 0 0 45:00 0 1 4 0 1 1 0 0 0 0 0 0 0 0 76:00 0 3 18 12 6 0 0 1 0 0 0 0 0 0 407:00 4 3 36 16 7 11 6 2 0 0 0 0 0 0 858:00 3 10 71 48 8 6 0 1 0 0 0 0 0 0 1479:00 1 13 64 53 7 4 2 0 0 0 0 0 0 0 144 10:00 8 7 41 20 5 2 0 0 0 0 0 0 0 0 8311:00 1 18 50 20 7 3 0 0 0 0 0 0 0 0 99 12:00 PM 3 29 71 17 1 4 0 0 0 0 0 0 0 0 125
1:00 6 24 98 20 6 5 1 0 0 0 0 0 0 0 1602:00 7 32 50 13 7 3 1 1 0 0 0 0 0 0 1143:00 7 23 56 19 7 0 0 0 0 0 0 0 0 0 1124:00 8 17 52 8 9 1 0 0 0 0 0 0 0 0 955:00 4 28 111 29 8 4 0 1 0 0 0 0 0 0 1856:00 8 38 151 32 7 8 4 0 0 0 0 0 0 0 2487:00 4 19 97 14 1 2 0 0 0 0 0 0 0 0 1378:00 2 7 24 10 2 1 0 0 0 0 0 0 0 0 469:00 1 2 9 3 1 1 0 0 0 0 0 0 0 0 17 10:00 0 4 4 4 0 0 0 0 0 0 0 0 0 0 1211:00 0 4 1 2 0 0 0 0 0 0 0 0 0 0 7 T 70 288 1018 345 92 58 14 6 0 0 0 0 0 0 1891
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 10 D r : C d
3/8/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 2 7 3 0 0 0 0 0 0 0 0 0 0 12
1:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 14:00 4 0 1 0 0 1 0 0 0 0 0 0 0 0 65:00 1 2 4 0 0 1 1 0 0 0 0 0 0 0 96:00 1 1 23 14 2 0 2 0 0 0 0 0 0 0 437:00 3 10 26 19 5 0 1 0 0 0 0 0 0 0 648:00 4 14 72 50 7 3 1 1 0 0 0 0 0 0 1529:00 1 16 68 37 4 4 0 0 0 0 0 0 0 0 130 10:00 2 10 55 18 8 5 0 0 0 0 0 0 0 0 9811:00 3 24 53 21 5 1 0 0 0 0 0 0 0 0 107 12:00 PM 11 23 91 25 8 2 1 0 0 0 0 0 0 0 161
1:00 5 24 80 25 5 1 0 0 0 0 0 0 0 0 1402:00 1 15 49 18 3 2 3 1 0 0 0 0 0 0 923:00 2 17 58 20 2 2 0 0 0 0 0 0 0 0 1014:00 2 15 79 30 8 1 1 0 0 0 0 0 0 0 1365:00 3 22 100 28 2 2 0 0 1 0 0 0 0 0 1586:00 4 26 123 43 11 1 1 0 0 0 0 0 0 0 2097:00 6 20 86 24 2 0 0 0 0 0 0 0 0 0 1388:00 1 3 19 13 1 0 0 1 0 0 0 0 0 0 389:00 0 4 11 3 4 0 0 0 0 0 0 0 0 0 22 10:00 1 2 4 3 2 0 0 0 0 0 0 0 0 0 1211:00 0 2 0 0 0 0 1 0 0 0 0 0 0 0 3 T 55 252 1014 394 79 26 12 3 1 0 0 0 0 0 1836
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 11 D r : C d
3/9/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 1 3 6 5 0 0 0 0 0 0 0 0 0 0 15
1:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 12:00 0 1 1 2 0 0 0 0 0 0 0 0 0 0 43:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 1 3 0 0 0 0 0 0 0 0 0 0 0 45:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 26:00 0 3 9 8 0 1 0 0 0 0 0 0 0 0 217:00 0 1 9 8 5 0 0 0 0 0 0 0 0 0 238:00 0 2 9 4 3 3 0 0 0 0 0 0 0 0 219:00 0 4 17 8 4 1 0 0 0 0 0 0 0 0 34 10:00 1 3 6 19 3 4 0 0 0 0 0 0 0 0 3611:00 1 9 16 7 6 2 1 0 0 0 0 0 0 0 42 12:00 PM 2 5 13 8 7 3 0 0 0 0 0 0 0 0 38
1:00 0 7 16 8 10 2 0 1 0 0 0 0 0 0 442:00 0 1 11 7 4 3 1 0 0 0 0 0 0 0 273:00 4 6 13 10 2 1 0 1 0 0 0 0 0 0 374:00 2 6 18 9 4 2 1 1 0 0 0 0 0 0 435:00 0 5 27 20 3 0 0 0 0 0 0 0 0 0 556:00 1 17 91 34 1 0 0 0 0 0 0 0 0 0 1447:00 0 9 54 18 2 1 0 0 0 0 0 0 0 0 848:00 0 2 9 4 0 0 0 0 0 0 0 0 0 0 159:00 0 2 10 2 2 0 0 0 0 0 0 0 0 0 16 10:00 0 0 4 4 1 0 0 0 0 0 0 0 0 0 911:00 0 0 3 1 0 0 0 0 0 0 0 0 0 0 4 T 12 87 348 186 57 23 3 3 0 0 0 0 0 0 719
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 12 D r : C d
3/10/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 2 1 0 1 0 0 0 0 0 0 0 0 0 0 4
1:00 0 2 3 1 4 4 3 0 0 0 0 0 0 0 172:00 0 1 2 0 2 0 0 0 0 0 0 0 0 0 53:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 14:00 3 1 0 0 0 0 0 0 0 0 0 0 0 0 45:00 0 0 9 1 2 1 0 0 0 0 0 0 0 0 136:00 0 3 8 2 0 0 0 0 0 0 0 0 0 0 137:00 0 4 13 3 0 0 0 0 0 0 0 0 0 0 208:00 1 5 10 1 1 1 0 0 0 0 0 0 0 0 199:00 0 1 10 3 1 0 0 0 0 0 0 0 0 0 15 10:00 2 4 12 6 2 1 1 0 0 0 0 0 0 0 2811:00 1 5 5 3 1 3 0 0 0 0 0 0 0 0 18 12:00 PM 1 5 8 10 2 0 0 0 0 0 0 0 0 0 26
1:00 1 4 8 5 3 0 0 0 0 0 0 0 0 0 212:00 0 2 6 6 3 0 0 0 0 0 0 0 0 0 173:00 4 0 19 6 4 0 0 0 0 0 0 0 0 0 334:00 0 10 37 11 4 1 1 0 0 0 0 0 0 0 645:00 0 13 68 29 0 0 0 0 0 0 0 0 0 0 1106:00 1 7 24 18 5 0 1 0 0 0 0 0 0 0 567:00 0 1 4 7 3 0 0 0 0 0 0 0 0 0 158:00 0 0 4 7 2 1 0 0 0 0 0 0 0 0 149:00 0 0 5 4 1 1 1 0 0 0 0 0 0 0 12 10:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 111:00 0 1 3 0 2 0 0 0 0 0 0 0 0 0 6 T 16 70 259 125 42 13 7 0 0 0 0 0 0 0 532
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 13 D r : C d
3/11/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
1:00 0 0 4 2 1 0 0 0 0 0 0 0 0 0 72:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 2 8 2 1 0 0 0 0 0 0 0 0 0 135:00 0 4 23 12 1 1 3 1 0 0 0 0 0 0 456:00 0 3 34 14 10 7 1 0 0 0 0 0 0 0 697:00 1 13 92 36 8 1 1 0 0 0 0 0 0 0 1528:00 4 23 79 45 6 4 1 0 0 0 0 0 0 0 1629:00 1 13 44 12 7 0 0 0 0 0 0 0 0 0 77 10:00 0 12 57 23 8 1 0 1 0 0 0 0 0 0 10211:00 3 10 76 19 4 1 0 0 0 0 0 0 0 0 113 12:00 PM 5 32 100 26 6 1 0 0 0 0 0 0 0 0 170
1:00 3 20 66 25 2 2 0 0 0 0 0 0 0 0 1182:00 3 31 50 22 2 0 1 0 0 0 0 0 0 0 1093:00 4 13 59 23 3 3 0 0 0 0 0 0 0 0 1054:00 4 20 91 33 8 4 0 0 0 0 0 0 0 0 1605:00 7 64 128 23 8 8 5 0 0 0 0 0 0 0 2436:00 14 18 81 22 3 4 1 0 0 0 0 0 0 0 1437:00 2 5 12 7 5 0 0 0 0 0 0 0 0 0 318:00 4 7 6 6 0 1 0 0 0 0 0 0 0 0 249:00 0 5 8 1 3 0 0 0 0 0 0 0 0 0 17 10:00 1 2 6 2 0 0 0 0 0 0 0 0 0 0 1111:00 0 4 5 1 2 0 0 0 0 0 0 0 0 0 12 T 56 301 1030 356 89 38 13 2 0 0 0 0 0 0 1885
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 14 D r : C d
3/12/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 2 1 0 0 1 0 0 0 0 0 0 0 0 0 4
1:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 22:00 0 0 1 2 0 0 0 0 0 0 0 0 0 0 33:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 1 3 0 1 0 0 0 0 0 0 0 0 0 55:00 2 5 27 8 1 1 3 0 0 1 0 0 0 0 486:00 1 8 31 16 9 8 3 2 0 0 0 0 0 0 787:00 4 23 68 32 6 6 0 0 0 0 0 0 0 0 1398:00 7 21 99 33 2 1 1 0 0 0 0 0 0 0 1649:00 12 18 50 17 2 0 0 0 0 0 0 0 0 0 99 10:00 13 41 43 10 0 0 0 0 0 0 0 0 0 0 10711:00 13 45 61 12 2 0 0 0 0 0 0 0 0 0 133 12:00 PM 21 55 102 20 4 1 0 0 0 0 0 0 0 0 203
1:00 12 31 82 20 6 5 1 0 0 0 0 0 0 0 1572:00 5 20 54 17 5 3 0 0 0 0 0 0 0 0 1043:00 2 7 57 16 9 1 0 0 0 0 0 0 0 0 924:00 3 22 135 38 7 4 1 1 0 0 0 0 0 0 2115:00 12 20 146 65 11 9 3 0 0 0 0 0 0 0 2666:00 5 16 81 30 5 4 2 0 0 0 0 0 0 0 1437:00 0 3 22 10 4 1 0 0 0 0 0 0 0 0 408:00 1 6 6 6 3 0 0 0 0 0 0 0 0 0 229:00 1 3 7 5 0 0 0 0 0 0 0 0 0 0 16 10:00 0 2 4 1 1 0 0 0 0 0 0 0 0 0 811:00 0 5 4 1 0 0 0 0 0 0 0 0 0 0 10 T 118 353 1083 360 79 44 14 3 0 1 0 0 0 0 2055
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 15 D r : C d
3/13/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:00 1 4 4 2 0 0 0 0 0 0 0 0 0 0 112:00 0 0 2 0 1 0 0 0 0 0 0 0 0 0 33:00 0 1 2 0 0 1 0 0 0 0 0 0 0 0 44:00 0 1 3 2 0 1 0 0 0 0 0 0 0 0 75:00 0 3 22 9 3 2 4 0 0 0 0 0 0 0 436:00 2 3 31 20 7 9 3 0 1 0 0 0 0 0 767:00 1 7 69 50 7 2 0 0 1 0 0 0 0 0 1378:00 1 9 88 42 5 2 1 0 0 0 0 0 0 0 1489:00 2 18 45 31 3 3 1 0 0 0 0 0 0 0 103 10:00 2 11 35 20 10 4 0 0 0 0 0 0 0 0 8211:00 5 28 73 19 6 1 0 0 0 0 0 0 0 0 132 12:00 PM 4 20 95 46 6 1 1 0 0 0 0 0 0 0 173
1:00 4 17 67 26 7 2 1 0 0 0 0 0 0 0 1242:00 2 20 62 13 6 5 0 0 0 0 0 0 0 0 1083:00 8 15 63 25 2 1 1 0 0 0 0 0 0 0 1154:00 5 31 94 39 8 4 3 0 0 0 0 0 0 0 1845:00 11 26 129 43 14 9 4 0 0 0 0 0 0 0 2366:00 11 19 102 41 6 2 0 0 0 0 0 0 0 0 1817:00 0 6 25 9 0 0 0 0 0 0 0 0 0 0 408:00 1 5 3 4 4 0 0 0 0 0 0 0 0 0 179:00 1 2 4 6 2 0 0 0 0 0 0 0 0 0 15 10:00 0 2 0 3 0 1 0 0 0 0 0 0 0 0 611:00 0 3 10 2 1 0 0 0 0 0 0 0 0 0 16 T 61 251 1028 452 98 50 19 0 2 0 0 0 0 0 1961
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 16 D r : C d
3/14/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
1:00 2 2 1 1 0 0 0 0 0 0 0 0 0 0 62:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 23:00 0 0 3 0 0 1 0 0 0 0 0 0 0 0 44:00 0 2 0 1 2 0 0 0 0 0 0 0 0 0 55:00 0 5 19 12 4 5 3 0 0 0 0 0 0 0 486:00 3 11 35 14 4 4 6 3 0 0 0 0 0 0 807:00 0 18 72 51 7 2 0 0 0 0 0 0 0 0 1508:00 5 10 89 43 7 2 2 0 0 0 0 0 0 0 1589:00 2 10 40 22 9 6 0 0 0 0 0 0 0 0 89 10:00 11 17 38 18 5 2 1 0 0 0 0 0 0 0 9211:00 6 19 83 23 9 4 1 0 0 0 0 0 0 0 145 12:00 PM 10 36 103 30 11 1 0 0 0 0 0 0 0 0 191
1:00 9 10 64 20 14 2 0 0 0 0 0 0 0 0 1192:00 3 17 60 15 10 4 1 0 0 0 0 0 0 0 1103:00 4 15 43 12 3 6 1 0 0 0 0 0 0 0 844:00 5 18 92 39 5 4 2 0 0 0 0 0 0 0 1655:00 13 22 115 44 15 12 4 1 0 0 0 0 0 0 2266:00 1 13 76 49 1 6 5 0 0 0 0 0 0 0 1517:00 1 7 34 14 3 0 1 0 0 0 0 0 0 0 608:00 1 1 12 7 2 0 0 0 0 0 0 0 0 0 239:00 1 1 12 6 4 0 0 0 0 0 0 0 0 0 24 10:00 0 4 2 1 0 0 0 0 0 0 0 0 0 0 711:00 2 6 3 2 0 0 0 0 0 0 0 0 0 0 13 T 79 245 996 426 115 61 27 4 0 0 0 0 0 0 1953
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 17 D r : C d
3/15/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 4
1:00 1 1 2 0 0 0 0 0 0 0 0 0 0 0 42:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 23:00 3 0 0 0 0 1 0 0 0 0 0 0 0 0 44:00 1 2 2 1 1 0 0 0 0 0 0 0 0 0 75:00 0 4 23 14 1 4 1 0 0 0 0 0 0 0 476:00 2 8 32 18 2 2 0 0 0 0 0 0 0 0 647:00 2 20 73 45 7 4 1 0 0 1 0 0 0 0 1538:00 3 13 86 53 6 4 1 0 0 0 0 0 0 0 1669:00 6 11 48 32 10 5 0 0 0 0 0 0 0 0 112 10:00 5 12 41 29 9 1 0 0 0 0 0 0 0 0 9711:00 8 17 61 26 8 2 0 0 0 0 0 0 0 0 122 12:00 PM 12 24 70 28 7 4 1 0 0 0 0 0 0 0 146
1:00 6 15 53 19 9 4 1 0 0 0 0 0 0 0 1072:00 4 9 60 23 6 2 1 0 0 0 0 0 0 0 1053:00 5 13 51 12 4 4 5 0 0 0 0 0 0 0 944:00 6 18 106 42 7 4 2 0 1 0 0 0 0 0 1865:00 7 18 149 49 9 1 0 0 0 0 0 0 0 0 2336:00 0 7 91 37 6 0 1 0 0 0 0 0 0 0 1427:00 1 8 16 6 4 2 0 0 0 0 0 0 0 0 378:00 1 5 19 4 3 1 0 0 0 0 0 0 0 0 339:00 1 5 6 6 0 1 0 0 0 0 0 0 0 0 19 10:00 0 0 2 4 0 0 0 0 0 0 0 0 0 0 611:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 T 75 212 996 448 99 46 14 0 1 1 0 0 0 0 1892
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 18 D r : C d
3/16/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2
1:00 0 0 3 1 2 0 0 0 0 0 0 0 0 0 62:00 2 3 4 1 0 0 0 0 0 0 0 0 0 0 103:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 24:00 0 1 1 2 0 0 0 0 0 0 0 0 0 0 45:00 0 2 13 6 0 1 0 0 0 0 0 0 0 0 226:00 0 0 6 5 0 0 0 0 0 0 0 0 0 0 117:00 0 5 10 8 4 5 0 0 0 0 0 0 0 0 328:00 2 3 15 5 2 2 0 0 0 0 0 0 0 0 299:00 1 1 5 3 3 0 1 0 0 0 0 0 0 0 14 10:00 1 4 8 12 7 2 0 0 0 0 0 0 0 0 3411:00 1 3 19 9 6 3 0 0 0 0 0 0 0 0 41 12:00 PM 1 4 18 16 10 3 1 0 0 1 0 0 0 0 54
1:00 2 2 12 6 2 5 0 0 0 0 0 0 0 0 292:00 0 4 4 4 7 1 0 0 0 0 0 0 0 0 203:00 4 1 6 7 5 0 1 0 0 0 0 0 0 0 244:00 2 4 32 16 6 4 0 0 0 0 0 0 0 0 645:00 6 13 57 50 3 1 0 0 0 0 0 0 0 0 1306:00 0 7 44 23 5 1 2 0 0 0 0 0 0 0 827:00 2 4 11 5 2 1 0 0 0 0 0 0 0 0 258:00 0 1 6 4 3 1 0 0 0 0 0 0 0 0 159:00 2 0 1 5 2 0 1 0 0 0 0 0 0 0 11 10:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 211:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 T 27 66 277 188 70 31 6 0 0 1 0 0 0 0 666
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 19 D r : C d
3/17/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 1 2 0 1 0 0 0 0 0 0 0 0 0 0 4
1:00 1 2 0 1 1 0 0 0 0 0 0 0 0 0 52:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 14:00 0 2 2 2 0 0 0 0 0 0 0 0 0 0 65:00 0 1 3 2 0 0 0 0 0 0 0 0 0 0 66:00 0 1 6 3 1 0 0 0 0 0 0 0 0 0 117:00 0 0 12 1 1 1 0 0 0 0 0 0 0 0 158:00 0 3 15 5 1 2 0 0 0 0 0 0 0 0 269:00 1 2 8 2 3 4 0 0 0 0 0 0 0 0 20 10:00 3 4 6 6 2 0 0 0 0 0 0 0 0 0 2111:00 0 0 12 6 1 0 0 0 0 0 0 0 0 0 19 12:00 PM 0 4 6 6 4 2 0 0 0 0 0 0 0 0 22
1:00 1 3 8 6 3 2 0 1 0 0 0 0 0 0 242:00 3 0 4 2 3 1 0 0 0 0 0 0 0 0 133:00 0 2 17 13 6 0 0 0 0 0 0 0 0 0 384:00 2 3 44 22 8 2 0 0 0 0 0 0 0 0 815:00 0 13 75 48 6 2 0 0 0 0 0 0 0 0 1446:00 0 1 18 17 1 0 0 0 0 0 0 0 0 0 377:00 0 3 8 6 1 1 0 3 0 0 0 0 0 0 228:00 0 2 7 2 2 0 1 0 0 0 0 0 0 0 149:00 2 0 1 4 2 2 0 0 0 0 0 0 0 0 11 10:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 111:00 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 T 14 49 255 155 46 20 1 4 0 0 0 0 0 0 544
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 20 D r : C d
3/18/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3
1:00 1 1 3 1 0 0 0 0 0 0 0 0 0 0 62:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0 23:00 0 1 1 1 0 0 0 0 0 0 0 0 0 0 34:00 4 0 6 0 0 1 0 0 0 0 0 0 0 0 115:00 1 3 20 13 1 2 1 0 0 1 0 0 0 0 426:00 2 7 36 16 5 10 3 0 0 0 0 0 0 0 797:00 5 15 80 36 3 3 1 0 1 0 0 0 0 0 1448:00 2 13 87 51 3 4 0 0 0 0 0 0 0 0 1609:00 6 11 34 18 2 5 0 0 0 0 0 0 0 0 76 10:00 8 10 49 26 8 2 0 0 0 0 0 0 0 0 10311:00 8 18 69 34 9 4 2 0 0 0 0 0 0 0 144 12:00 PM 15 29 106 33 8 3 0 0 0 0 0 0 0 0 194
1:00 4 10 71 24 7 5 0 0 0 0 0 0 0 0 1212:00 3 15 65 21 8 2 0 0 0 0 0 0 0 0 1143:00 0 11 51 28 6 6 0 1 0 0 0 0 0 0 1034:00 6 10 105 65 9 4 2 1 0 0 0 0 0 0 2025:00 11 14 124 69 10 7 4 2 0 0 0 0 0 0 2416:00 2 6 74 35 9 3 0 0 0 0 0 0 0 0 1297:00 1 1 15 4 4 2 0 0 0 0 0 0 0 0 278:00 0 1 11 4 1 1 0 0 0 0 0 0 0 0 189:00 6 5 7 4 0 1 1 0 0 0 0 0 0 0 24 10:00 0 0 1 0 3 1 0 0 0 0 0 0 0 0 511:00 1 3 8 5 3 0 0 0 0 0 0 0 0 0 20 T 87 184 1024 490 99 67 14 4 1 1 0 0 0 0 1971
City of Thousand Oaks
2100 E Thousand Oaks Blvd
Thousand Oaks, CA 91362
S C d : 00000000002019022701 L d : 0.000000S ID: 00000000000000000000 L d : 0.000000L 1: C C r Dr S/O C S r (NB F N :

C r.S.O.C r .NB.SB. d
.2019
L 2: D Pr d: 11/22/2021L 3: S r D : 2/27/2019L 4: E d D : 3/19/2019 21 D r : C d
3/19/2019 0 - 15
MPH
> 15 - 20
MPH
> 20 - 25
MPH
> 25 - 30
MPH
> 30 - 35
MPH
> 35 - 40
MPH
> 40 - 45
MPH
> 45 - 50
MPH
> 50 - 55
MPH
> 55 - 60
MPH
> 60 - 65
MPH
> 65 - 70
MPH
> 70 - 75
MPH > 75 MPH T
12:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
1:00 0 1 4 1 0 0 0 0 0 0 0 0 0 0 62:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 13:00 0 0 3 0 0 1 0 0 0 0 0 0 0 0 44:00 0 2 2 1 0 1 0 0 0 0 0 0 0 0 65:00 0 1 21 14 1 2 3 1 0 0 0 0 0 0 436:00 0 5 23 19 5 9 7 3 0 0 0 0 0 0 717:00 0 6 73 59 3 5 2 0 1 0 0 0 0 0 1498:00 6 14 74 58 3 2 1 0 0 0 0 0 0 0 1589:00 0 10:00 011:00 0
12:00 PM 0
1:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 0
10:00 011:00 0
T 6 29 200 153 13 20 13 4 1 0 0 0 0 0 439
Gr d T 1138 4046 15935 6702 1619 809 253 48 10 4 1 0 0 0 30565 S P r 15 50 85 95
S d 19.2 23.1 28.6 33.7
M S d (A r ) 23.6
10 MPH P S d 20-29
N r P 22584
P r P 73.9%
N r > 30 MPH 2744
P r > 30 MPH 9.0%

3.4.22 Remy PRR-000001

3.4.22 Remy PRR-000002

3.4.22 Remy PRR-000003

3.4.22 Remy PRR-000004

3.4.22 Remy PRR-000005

3.4.22 Remy PRR-000006

3.4.22 Remy PRR-000007

3.4.22 Remy PRR-000008

3.4.22 Remy PRR-000009

3.4.22 Remy PRR-000010

3.4.22 Remy PRR-000011

3.4.22 Remy PRR-000012

3.4.22 Remy PRR-000013

3.4.22 Remy PRR-000014

3.4.22 Remy PRR-000015

3.4.22 Remy PRR-000016

3.4.22 Remy PRR-000017

3.4.22 Remy PRR-000018

3.4.22 Remy PRR-000019

3.4.22 Remy PRR-000020

3.4.22 Remy PRR-000021

3.4.22 Remy PRR-000022

3.4.22 Remy PRR-000023

3.4.22 Remy PRR-000024

3.4.22 Remy PRR-000025

3.4.22 Remy PRR-000026

3.4.22 Remy PRR-000027

3.4.22 Remy PRR-000028

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3.4.22 Remy PRR-000030

3.4.22 Remy PRR-000031

3.4.22 Remy PRR-000032

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3.4.22 Remy PRR-000034

3.4.22 Remy PRR-000035

3.4.22 Remy PRR-000036

3.4.22 Remy PRR-000037

3.4.22 Remy PRR-000038

3.4.22 Remy PRR-000039

3.4.22 Remy PRR-000040

3.4.22 Remy PRR-000041

3.4.22 Remy PRR-000042

3.4.22 Remy PRR-000043

3.4.22 Remy PRR-000044

3.4.22 Remy PRR-000045

3.4.22 Remy PRR-000046

3.4.22 Remy PRR-000047

3.4.22 Remy PRR-000048

3.4.22 Remy PRR-000049

3.4.22 Remy PRR-000050

3.4.22 Remy PRR-000051

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3.4.22 Remy PRR-000053

3.4.22 Remy PRR-000054

3.4.22 Remy PRR-000055

3.4.22 Remy PRR-000056

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3.4.22 Remy PRR-000058

3.4.22 Remy PRR-000059

3.4.22 Remy PRR-000060

3.4.22 Remy PRR-000061

3.4.22 Remy PRR-000062

3.4.22 Remy PRR-000063

3.4.22 Remy PRR-000064

3.4.22 Remy PRR-000065

3.4.22 Remy PRR-000066

3.4.22 Remy PRR-000067

3.4.22 Remy PRR-000068

3.4.22 Remy PRR-000069

3.4.22 Remy PRR-000070

3.4.22 Remy PRR-000071

3.4.22 Remy PRR-000072

3.4.22 Remy PRR-000073

3.4.22 Remy PRR-000074

3.4.22 Remy PRR-000075

3.4.22 Remy PRR-000076

3.4.22 Remy PRR-000077

3.4.22 Remy PRR-000078

3.4.22 Remy PRR-000079

3.4.22 Remy PRR-000080

3.4.22 Remy PRR-000081

3.4.22 Remy PRR-000082

3.4.22 Remy PRR-000083

3.4.22 Remy PRR-000084

3.4.22 Remy PRR-000085

3.4.22 Remy PRR-000086

3.4.22 Remy PRR-000087

3.4.22 Remy PRR-000088

3.4.22 Remy PRR-000089

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3.4.22 Remy PRR-001257

3.4.22 Remy PRR-001258

3.4.22 Remy PRR-001259

3.4.22 Remy PRR-001260

3.4.22 Remy PRR-001261

3.4.22 Remy PRR-001262

3.4.22 Remy PRR-001263

3.4.22 Remy PRR-001264

3.4.22 Remy PRR-001265

3.4.22 Remy PRR-001266

3.4.22 Remy PRR-001267

3.4.22 Remy PRR-001268

3.4.22 Remy PRR-001269

3.4.22 Remy PRR-001270

3.4.22 Remy PRR-001271

3.4.22 Remy PRR-001272

3.4.22 Remy PRR-001273

3.4.22 Remy PRR-001274

3.4.22 Remy PRR-001275

3.4.22 Remy PRR-001276

3.4.22 Remy PRR-001277

3.4.22 Remy PRR-001278

3.4.22 Remy PRR-001279

3.4.22 Remy PRR-001280

3.4.22 Remy PRR-001281

3.4.22 Remy PRR-001282

3.4.22 Remy PRR-001283

3.4.22 Remy PRR-001284

3.4.22 Remy PRR-001285

3.4.22 Remy PRR-001286

3.4.22 Remy PRR-001287

3.4.22 Remy PRR-001288

3.4.22 Remy PRR-001289

3.4.22 Remy PRR-001290

3.4.22 Remy PRR-001291

3.4.22 Remy PRR-001292

3.4.22 Remy PRR-001293

3.4.22 Remy PRR-001294

3.4.22 Remy PRR-001295

3.4.22 Remy PRR-001296

3.4.22 Remy PRR-001297

3.4.22 Remy PRR-001298

3.4.22 Remy PRR-001299

3.4.22 Remy PRR-001300

3.4.22 Remy PRR-001301

3.4.22 Remy PRR-001302

3.4.22 Remy PRR-001303

3.4.22 Remy PRR-001304

3.4.22 Remy PRR-001305

3.4.22 Remy PRR-001306

3.4.22 Remy PRR-001307

3.4.22 Remy PRR-001308

3.4.22 Remy PRR-001309

3.4.22 Remy PRR-001310

3.4.22 Remy PRR-001311

3.4.22 Remy PRR-001312

3.4.22 Remy PRR-001313

3.4.22 Remy PRR-001314

3.4.22 Remy PRR-001315

3.4.22 Remy PRR-001316

3.4.22 Remy PRR-001317

3.4.22 Remy PRR-001318

3.4.22 Remy PRR-001319

3.4.22 Remy PRR-001320

3.4.22 Remy PRR-001321

3.4.22 Remy PRR-001322

3.4.22 Remy PRR-001323

3.4.22 Remy PRR-001324

3.4.22 Remy PRR-001325

3.4.22 Remy PRR-001326

3.4.22 Remy PRR-001327

3.4.22 Remy PRR-001328

3.4.22 Remy PRR-001329

3.4.22 Remy PRR-001330

3.4.22 Remy PRR-001331

3.4.22 Remy PRR-001332

3.4.22 Remy PRR-001333

3.4.22 Remy PRR-001334

3.4.22 Remy PRR-001335

3.4.22 Remy PRR-001336

3.4.22 Remy PRR-001337

3.4.22 Remy PRR-001338

3.4.22 Remy PRR-001339

3.4.22 Remy PRR-001340

3.4.22 Remy PRR-001341

3.4.22 Remy PRR-001342

3.4.22 Remy PRR-001343

3.4.22 Remy PRR-001344

3.4.22 Remy PRR-001345

3.4.22 Remy PRR-001346

3.4.22 Remy PRR-001347

3.4.22 Remy PRR-001348

3.4.22 Remy PRR-001349

3.4.22 Remy PRR-001350

3.4.22 Remy PRR-001351

3.4.22 Remy PRR-001352

3.4.22 Remy PRR-001353

3.4.22 Remy PRR-001354

3.4.22 Remy PRR-001355

3.4.22 Remy PRR-001356

3.4.22 Remy PRR-001357

3.4.22 Remy PRR-001358

3.4.22 Remy PRR-001359

3.4.22 Remy PRR-001360

3.4.22 Remy PRR-001361

3.4.22 Remy PRR-001362

3.4.22 Remy PRR-001363

3.4.22 Remy PRR-001364

3.4.22 Remy PRR-001365

3.4.22 Remy PRR-001366

3.4.22 Remy PRR-001367

3.4.22 Remy PRR-001368

3.4.22 Remy PRR-001369

3.4.22 Remy PRR-001370

3.4.22 Remy PRR-001371

3.4.22 Remy PRR-001372

3.4.22 Remy PRR-001373

3.4.22 Remy PRR-001374

3.4.22 Remy PRR-001375

3.4.22 Remy PRR-001376

3.4.22 Remy PRR-001377

3.4.22 Remy PRR-001378

3.4.22 Remy PRR-001379

3.4.22 Remy PRR-001380

3.4.22 Remy PRR-001381

3.4.22 Remy PRR-001382

3.4.22 Remy PRR-001383

3.4.22 Remy PRR-001384

3.4.22 Remy PRR-001385

3.4.22 Remy PRR-001386

3.4.22 Remy PRR-001387

3.4.22 Remy PRR-001388

3.4.22 Remy PRR-001389

3.4.22 Remy PRR-001390

3.4.22 Remy PRR-001391

3.4.22 Remy PRR-001392

3.4.22 Remy PRR-001393

3.4.22 Remy PRR-001394

3.4.22 Remy PRR-001395

3.4.22 Remy PRR-001396

3.4.22 Remy PRR-001397

3.4.22 Remy PRR-001398

3.4.22 Remy PRR-001399

3.4.22 Remy PRR-001400

3.4.22 Remy PRR-001401

3.4.22 Remy PRR-001402

3.4.22 Remy PRR-001403

3.4.22 Remy PRR-001404

3.4.22 Remy PRR-001405

3.4.22 Remy PRR-001406

3.4.22 Remy PRR-001407

3.4.22 Remy PRR-001408

3.4.22 Remy PRR-001409

3.4.22 Remy PRR-001410

3.4.22 Remy PRR-001411

3.4.22 Remy PRR-001412

3.4.22 Remy PRR-001413

3.4.22 Remy PRR-001414

3.4.22 Remy PRR-001415

3.4.22 Remy PRR-001416

3.4.22 Remy PRR-001417

3.4.22 Remy PRR-001418

3.4.22 Remy PRR-001419

3.4.22 Remy PRR-001420

3.4.22 Remy PRR-001421

3.4.22 Remy PRR-001422

3.4.22 Remy PRR-001423

3.4.22 Remy PRR-001424

3.4.22 Remy PRR-001425

3.4.22 Remy PRR-001426

3.4.22 Remy PRR-001427

3.4.22 Remy PRR-001428

3.4.22 Remy PRR-001429

3.4.22 Remy PRR-001430

3.4.22 Remy PRR-001431

3.4.22 Remy PRR-001432

3.4.22 Remy PRR-001433

3.4.22 Remy PRR-001434

3.4.22 Remy PRR-001435

3.4.22 Remy PRR-001436

3.4.22 Remy PRR-001437

3.4.22 Remy PRR-001438

3.4.22 Remy PRR-001439

3.4.22 Remy PRR-001440

3.4.22 Remy PRR-001441

3.4.22 Remy PRR-001442

3.4.22 Remy PRR-001443

3.4.22 Remy PRR-001444

3.4.22 Remy PRR-001445

3.4.22 Remy PRR-001446

3.4.22 Remy PRR-001447

3.4.22 Remy PRR-001448

3.4.22 Remy PRR-001449

3.4.22 Remy PRR-001450

3.4.22 Remy PRR-001451

3.4.22 Remy PRR-001452

3.4.22 Remy PRR-001453

3.4.22 Remy PRR-001454

3.4.22 Remy PRR-001455

3.4.22 Remy PRR-001456

3.4.22 Remy PRR-001457

3.4.22 Remy PRR-001458

3.4.22 Remy PRR-001459

3.4.22 Remy PRR-001460

3.4.22 Remy PRR-001461

3.4.22 Remy PRR-001462

3.4.22 Remy PRR-001463

3.4.22 Remy PRR-001464

3.4.22 Remy PRR-001465

3.4.22 Remy PRR-001466

3.4.22 Remy PRR-001467

3.4.22 Remy PRR-001468

3.4.22 Remy PRR-001469

3.4.22 Remy PRR-001470

3.4.22 Remy PRR-001471

3.4.22 Remy PRR-001472

3.4.22 Remy PRR-001473

3.4.22 Remy PRR-001474

3.4.22 Remy PRR-001475

3.4.22 Remy PRR-001476

3.4.22 Remy PRR-001477

3.4.22 Remy PRR-001478

3.4.22 Remy PRR-001479

3.4.22 Remy PRR-001480

3.4.22 Remy PRR-001481

3.4.22 Remy PRR-001482

3.4.22 Remy PRR-001483

3.4.22 Remy PRR-001484

3.4.22 Remy PRR-001485

3.4.22 Remy PRR-001486

3.4.22 Remy PRR-001487

3.4.22 Remy PRR-001488

3.4.22 Remy PRR-001489

3.4.22 Remy PRR-001490

3.4.22 Remy PRR-001491

3.4.22 Remy PRR-001492

3.4.22 Remy PRR-001493

3.4.22 Remy PRR-001494

3.4.22 Remy PRR-001495