Supplemental Packet 1 Part C — Thousand Oaks City Council, March 24, 2026 (part 12 of 18)

or discretionary approvals to develop the Property issued under CEQA. (Pub. Resources Code, § 21151, subd. (c).)
I. Background – The Application to Develop the Conejo Property is a Consequence of the Exclusive Franchise Agreement (March 2021) Requiring Preparation of an EIR under CEQA.

As the Department is undoubtedly aware, WM filed suit against the City challenging the March 9, 2021 award of the Exclusive Franchise Agreement (FA) to Arakelian Enterprises, dba Athens Services (Athens) for failing to comply with CEQA and for failing to provide notice of the related CEQA exemption determination for the FA pursuant to the Ralph M. Brown Act (Gov. Code, § 54950 et seq.). Both matters are currently pending a form of appellate review by the Court of Appeal.

The Conejo Property is being developed by ARC/Athens to service the FA. The need for the DP and development of the Property as a local hauling yard is a consequence of the FA, in part, because Athens has no other existing contracts warranting development of the Property as proposed absent the City’s FA. CEQA prohibits public agencies from segmenting their environmental review of projects as the City has done, and appears poised to continue doing, here. Thus, the City is required to consider the development of the Conejo Property with the FA. (See CEQA Guidelines, § 15378; Save Berkeley’s Neighborhoods v. Regents of University of California (2020) 51 Cal.App.5th 226, 239 [“Public agencies must construe the project broadly to capture the whole of the action and its environmental impacts”].)
II. The City cannot exempt the Project from CEQA, and must prepare an EIR instead of a MND.

An EIR must be prepared for development of the Property pursuant to CEQA because of the reasonably foreseeable and potentially significant adverse environmental impacts that will result. (See Attachments A [biological resources analysis prepared by Scott Cashen] & B [traffic analysis prepared by Neal Liddicoat].) Scott Cashen’s letter assessing sensitive biological resources at 2498 Conejo Center Drive, for example, explains that at least five special-status plants that are listed by California or the Federal Government as Endangered, Threatened, or Rare have the potential to exist at the Project site and “most likely would be negatively impacted by construction and operation of the waste hauling operations center.” (Attachment A, p.

2.) Moreover, two species of lizards that are listed as California Species of Special Concern, as well as one federally threatened species, are likely to occur at the Project site.

Thus, Mr. Cashen’s assessment concluded that any impacts caused by habitat loss or direct harm to these species from vehicles during construction and operation of the site would be deemed significant under CEQA. (Id. at pp. 4–5.) Justine Kendall
February 16, 2022

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Additionally, the traffic analysis letter prepared by Neal Liddicoat explains that “a reasonable potential for significant impacts exists in the areas of vehicle-miles-traveled and traffic safety” as a result of the Project. (Attachment B, p. 8.) Expert opinions supported by facts such as those contained in these reports constitute substantial evidence in support of a fair argument requiring preparation of an EIR. (Pub. Resources Code, § 21082.2, subd. (c); CEQA Guidelines, § 15384, subd. (b).) Because substantial evidence in the record supports a “fair argument” of potentially significant adverse impacts of the Project, including from traffic and harm to biological resources, an EIR is required and a mitigated negative declaration should not be adopted. (See Quail Botanical Gardens Foundation, Inc. v. City of Encinitas (1994) 29 Cal.App.4th 1597, 1601–1602.)
Moreover, no statutory or categorical CEQA exemption appears to apply to the DP Project. (See, e.g., Pub. Resources Code, §§ 21080, subd. (b); CEQA Guidelines, §§ 15260, 15061.) The common-sense exemption, for example, does not apply to the Conejo Project because, as discussed, there is substantial evidence in the form of expert opinions supported by facts that the Project will have a significant effect on the environment. (See CEQA Guidelines, § 15061, subd. (b)(3) [common sense exemption does not apply where there is a “possibility that the activity in question may have a significant effect on the environment”].) The City accordingly must prepare an EIR for the development of the site.

Thank you in advance for your consideration. I look forward to receiving notice of a future public hearing, a copy of the application and answers to my emailed questions.

Very truly yours,
Andrea K. Leisy
Cc (via email): David Womack, Assistant City Attorney

1 March 11, 2022
Via Public Records Request Portal & Email
[email protected]

c/o City Clerk Department
City of Thousand Oaks
2100 E. Thousand Oaks Blvd.

Thousand Oaks, CA 91362
Re: Specific Plan No. 15, and Negative Declaration - California Public Records Act Request - Relating to Development Permit Application 2021-70408, at 2498 and 2550 Conejo Center Drive, Thousand Oaks, California

To Whomever it May Concern:

Pursuant to the California Public Records Act (Gov. Code, § 6250 et seq.) and in advance of the now rescheduled March 24, 2022 administrative hearing regarding the above referenced Development Permit Application, please provide me with a copy of:

1. City of Thousand Oaks’ Specific Plan No. 15 (Rancho Conejo Industrial Park) as amended;

2. The Initial Study/ Negative Declaration approved for Specific Plan No. 15;

3. All adopted Resolution(s) of approval and ordinances; and

4. Any amendments to Specific Plan No. 15 that govern land uses on the above referenced parcels, if any, and the related environmental document(s) and resolution(s) of approval or ordinance(s).

The Negative Declaration and Specific Plan are not available on the City’s website, nor have we been able to obtain a copy from the State Clearinghouse given the age of the documents. We therefore require the City’s prompt cooperation to provide the requested documents in order to ensure we are able to meaningfully comment on the proposed approval prior to the hearing.

Andrea K. Leisy
[email protected]
City of Thousand Oaks
March 11, 2022

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2 Please provide the requested documents on or before March 21, 2022 via a share-file link or saved to a thumb drive and sent via overnight mail, or hard copies available for pick-up at the City.

We will reimburse the City for its reasonable direct costs associated with making these documents promptly available. (North County Parents v. Department of Education (1994) 23 Cal.App.4th 144, 148 [direct cost “does not include the ancillary tasks necessarily associated with the retrieval, inspection and handling of the file from which the copy is extracted”].)
Thank you in advance. Please call me or my assistant Kathryn Ramirez with any questions or to arrange production of the requested documents.

Very truly yours,
Andrea K. Leisy
1 March 4, 2022
Via Public Records Request Portal & Email
[email protected]

c/o City Clerk Department
City of Thousand Oaks
2100 E. Thousand Oaks Blvd.

Thousand Oaks, CA 91362
Re: Specific Plan No. 7, as amended, and certified Environmental Impact Report - California Public Records Act Request - Relating to Development Permit Application 2021-70408, at 2498 and 2550 Conejo Center Drive, Thousand Oaks, California

To Whomever it May Concern:

We received notice on March 3, 2022 of the City of Thousand Oaks Community Development Department’s March 17, 2022, 3:00 pm Administrative Public Hearing for Development Permit 2021-70408. On behalf of ARC Investment, an agent and representative of Athens Services, the application proposes a new 21,440 sf wastecollection truck dispatch center, waste collection vehicle storage, parking, maintenance facilities and a CNG fueling station (the Project).

Despite our initial protest letter and request for additional information, City staff has refused to disclose how it intends to comply with the California Environmental Quality Act (CEQA) (Pub. Resources Code, § 21000 et seq.) for the Development Permit/Project approval. Instead, we must wait until the City releases its staff report and/or agenda not less than 72-hours prior to the hearing. This provides us, and the public, with very little time to review and comment on the City’s proposed approval and CEQA compliance.

Consequently, in anticipation of the March 17th hearing and the potential for the hearing officer to find the effects of the Development Permit application to be within the scope of the Environmental Impact Report (EIR) certified for Specific Plan No. 7, we request a copy of the certified EIR and Specific Plan, including any recent amendments to the Specific Plan and subsequent environmental documents (as identified below).

The EIR and Specific Plan are not available on the City’s website, nor have we been able to obtain a copy from the State Clearinghouse given the age of the documents.

We therefore require the City’s prompt cooperation to provide the requested documents Andrea K. Leisy
[email protected]
City of Thousand Oaks
March 4, 2022

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2 in order to ensure we are able to meaningfully comment on the proposed approval, should the City take this approach, prior to the hearing.

Therefore, pursuant to the California Public Records Act (“CPRA”) (Gov.

Code, § 6250 et seq.) and Article One, section 3(b) of the California Constitution (constitutional right to public records), I hereby request that the City of Thousand Oaks (the “City”) provide me with copies of the following public record documents relating to the proposed Development Permit 2021-70408 at 2498 and 2550 Conejo Center Drive, Thousand Oaks, California. Specifically, I request that the City provide – on or before March 11, 2022 - the following documents via a share-file link, or saved to a thumb drive and sent via overnight mail, or hard copies available for pick-up at the City:

1. City of Thousand Oaks’s Specific Plan No. 7 (Rancho Conejo) as amended;

2. Draft EIR and Final EIR for the MGM Ranch Specific Plan 7 Annexation 96 (certified in 1983) Volumes I and II;

3. Negative Declaration 2014-70252 (Amendment No. 15); and

4. Negative Declaration 2015-70251 (Amendment No. 16).

Very truly yours,
Andrea K. Leisy
February 16, 2022
Via E-mail
[email protected]
Justine Kendall
Community Development Department
City of Thousand Oaks
2100 E Thousand Oaks Blvd.

Thousand Oaks, CA 91362
Re: Development Permit (DP) 2021-70408 at 2498 and 2550 Conejo Center Drive (APN 667-0-080-015 and 667-0-080-035)

Dear Ms. Kendall:

In response to the Notice of Application for the above referenced Development Permit (DP), and on behalf of our client G.I. Industries, dba Waste Management (WM), we hereby provide this initial letter opposing the DP application sought by ARC Investment and request that the Community Development Department (the Department) hold an administrative hearing. We reserve the right to provide additional substantive comments at a later date.

As a preliminary matter, on February 10, 2022, I called and sent an email requesting that the Department provide me with a copy of the DP application, clarify the existing zoning and land use designations for the Project Site,1 and inform me of the City’s intended form of CEQA compliance for the DP application. I am still waiting to hear back from the City. I hereby also reiterate my request for notice – including emailed notice - of all future hearings, public notices and environmental documents prepared for the DP or the project site - 2498 and 2550 Conejo Center Drive (the Property).

For the reasons explained herein and supported by the accompanying enclosed expert comment letters, the City must prepare and certify an environmental impact report (EIR) to properly comply with the California Environmental Quality Act (CEQA) (Pub. Resources Code, § 21000 et seq.) before issuing any discretionary permits or approvals for development of the Project Site (located at 2498 and 2550 Conejo Center Drive). The City must also allow for an appeal to the City Council of any nonelected decisionmaking body’s certification, approval, or determination regarding the DP Project, 1 The Ventura County Assessor’s Office website states that the zoning for the referenced APNs is “unavailable.”
Andrea K. Leisy
[email protected]
Justine Kendall
February 16, 2022

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2.) Moreover, two species of lizards that are listed as California Species of Special Concern, as well as one federally threatened species, are likely to occur at the Project site.

Page 3 ends

Thank you in advance for your consideration. I look forward to receiving notice of a future public hearing, a copy of the application and answers to my emailed questions.

Very truly yours,
Andrea K. Leisy
Cc (via email): David Womack, Assistant City Attorney
SCOTT CASHEN’S BIOLOGICAL

RESOURCES LETTER

ATTACHMENT A
Scott Cashen, M.S.—Independent Biological Resources Consultant 3264 Hudson Avenue, Walnut Creek, CA 94597 1
October 13, 2021
Ms. Andrea K. Leisy
Remy Moose Manley, LLP
555 Capitol Mall, Suite 800
Sacramento, CA 95814
Subject: Assessment of Sensitive Biological Resources at 2498 Conejo Center Drive, Newbury Park, California
Dear Ms. Leisy:

Per your request, I conducted an assessment of sensitive biological resources that may occur at 2498 Conejo Center Drive in Newbury Park, California (APNs 667-0-080-015 and 667-0-080- 035). Athens Services intends to use the Property for, among other things, a waste hauling operations center consisting of truck parking, vehicle maintenance, and a business office (the “Project”).1 My assessment was based on a review of the following:

1. Google Earth imagery and topographic maps of the Project site.

2. The California Natural Diversity Database (“CNDDB”), Consortium of California Herbaria Database, and eBird Database.

3. NRCS Web Soil Survey.

4. Scientific literature pertaining to special-status plants and animals that occur in the vicinity of the Project site.

5. The Conservation Element of the Thousand Oaks General Plan (2013).

6. Information provided in Conejo Valley Unified School District Resolution No. 20/21-43 (authorizing sale of the property).

My qualifications include 28 years of professional experience in wildlife biology, forestry, and natural resources management. My experience and scope of work in this regard has included evaluations of a wide range of biological resource issues, scientific field studies, and peer review of over 150 environmental compliance documents prepared pursuant to the California Environmental Quality Act (“CEQA”) and the National Environmental Policy Act (“NEPA”).

My educational background includes a B.S. in Resource Management from the University of California at Berkeley, and a M.S. in Wildlife and Fisheries Science from the Pennsylvania State University. A short version of my CV is attached to this letter. 1 Conejo Valley Unified School District Resolution No. 20/21-43. p. S-1. 2 Environmental Setting
The Project site lies in a transition zone between the Conejo Valley and Santa Monica Mountains. The site contains outcrops and soil of “Conejo Volcanics” (intrusive and extrusive igneous rocks of mostly middle Miocene age).2 The aerial photograph provided in Conejo Valley Unified School District’s Resolution No. 20/21-43 was taken in 2007 and does not accurately depict current conditions at the site.3 Although the site was relatively devoid of vegetation in 2007, it has subsequently revegetated (Figure 1). Currently the site appears to contain annual grassland vegetation, with patches of coastal sage scrub and oak woodland around the periphery of the property. Portions of the site exhibit signs of recent disturbance by off-road vehicles and heavy equipment.

Special-Status Plants
Several special-status plant species are known to occur in the vicinity of the Project site.

According to the Thousand Oaks General Plan (2013):

Thousand Oaks provides habitat for a number of Rare, Endangered or Sensitive plant species. Many of these are endemic to this area and found nowhere else on earth. One of the principal reasons for this proliferation of unique plants is the unusual geologic conditions in this area. In particular, Conejo Volcanic bedrock found in the Santa Monica Mountains and Mount Clef Ridge and the sandstone bedrock typical of the Simi Hills weather to produce unusual soils which are exploited by several sensitive species. Loss of habitat remains the single greatest threat to sensitive plant species.4 Based on my assessment, at least five special-status plants have the potential to occur at the Project site. Three of these plants are officially listed by California or the Federal Government as Endangered, Threatened, or Rare. The other two plants have a California Rare Plant Rank of 1B.1, which means they are rare throughout their range and are seriously threatened in California. If any special-status plants occur at the Project site, they most likely would be negatively impacted by construction and operation of the waste hauling operations center.

Conejo dudleya (Dudleya parva)
Conejo dudleya is an extremely rare plant that is federally listed as threatened.5 All known occurrences of the species are within eastern Ventura County, along an east-west trending ridgeline formed of Conejo Volcanics.6 Conejo dudleya usually grows at the base of scattered rock outcrops in grassland and cactus dominated coastal sage scrub habitat.7 2 Ibid. See also Natural Resources Conservation Service. Web Soil Survey. Available at:
<https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm>. (Accessed Oct 12, 2021). 3 Conejo Valley Unified School District Resolution No. 20/21-43. Exhibit A-2. 4 City of Thousand Oaks. 2013. Conservation Element, Thousand Oaks General Plan. p. 24. 5 There are only 18 reported occurrences of Dudleya parva. See U.S. Fish and Wildlife Service. 2015. Dudleya abramsii ssp. parva ( = Dudleya parva) (Conejo Dudleya). 5-Year Review: Summary and Evaluation. p. 6. 6 Ibid. p. 4. 7 Ibid. p. 1.
3 Several patches of Conejo dudleya occur 1,000 to 3,600 feet east of the Project site (Figure 2).8 The soils, landforms, and habitat associated with these patches of Conejo dudleya are comparable to those that occur at the Project site.9 As a result, Conejo dudleya may occur at the Project site.

Lyon's pentachaeta (Pentachaeta lyonia)
Lyon's pentachaeta is federally and state listed as Endangered. The species is associated with disturbed grassland, or ecotones between grassland and cactus scrub or patches within shrublands.10 It generally is found in areas with mostly bare ground and low vegetative cover.11 Disturbance events may favor the species, particularly if soil depth reduces annual grass growth and a seed source is available from nearby plants.12
Lyon's pentachaeta is endemic to coastal southern California and only occurs in the Santa Monica Mountains in eastern Ventura and western Los Angeles Counties (ranging over a distance of approximately 19 miles), and on Santa Catalina Island.13 There are several documented occurrences of Lyon's pentachaeta in the vicinity of the Project site, the closest of which is located in sparsely vegetated scrub and grassland communities approximately 1,600 feet to the east (Figure 3).14 The Project site has soils and habitat conditions suitable for Lyon's pentachaeta, and given the proximity of nearby populations, there is potential for Lyon's pentachaeta to occur at the site.

Conejo buckwheat (Eriogonum crocatum)
Conejo buckwheat is state listed as Rare. The species is associated with Conejo volcanic outcrops and other rocky sites containing coastal scrub, chaparral, or grassland plant 8 California Natural Diversity Database. 2021. RareFind 5 [Internet]. California Department of Fish and Wildlife [Oct 1, 2021]. EOndx 19485.
9 Google Earth Pro 7.3. 2021 Jul 16. Available at: <http://www.google.com/earth/index.html>. (Accessed Oct 13, 2021). See also Natural Resources Conservation Service. Web Soil Survey. Available at:
<https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm>. (Accessed Oct 12, 2021). 10 Fotheringham CJ, Keeley JE. 1998. Ecology and Distribution of Braunton's milkvetch (Astragalus brauntonii) and Lyon's pentachaeta (Pentachaeta lyonii). Unpublished report prepared for California Department of Fish and Game, Region 5 [Long Beach, CA]; Contract # FG5636-R5. Available at:
<https://nrm.dfg.ca.gov/FileHandler.ashx?DocumentID=3154>. 11 U.S. Fish and Wildlife Service. 2019. Lyon's pentachaeta (Pentachaeta lyonia). 5-Year Review: Summary and Evaluation. U.S. Fish and Wildlife Service, Ventura Fish and Wildlife Office, Ventura, California. p. 5. 12 Fotheringham CJ, Keeley JE. 1998. Ecology and Distribution of Braunton's milkvetch (Astragalus brauntonii) and Lyon's pentachaeta (Pentachaeta lyonii). Unpublished report prepared for California Department of Fish and Game, Region 5 [Long Beach, CA]; Contract # FG5636-R5. Available at:
<https://nrm.dfg.ca.gov/FileHandler.ashx?DocumentID=3154>. 13 U.S. Fish and Wildlife Service. 2019. Lyon's pentachaeta (Pentachaeta lyonia). 5-Year Review: Summary and Evaluation. U.S. Fish and Wildlife Service, Ventura Fish and Wildlife Office, Ventura, California. p. 2. 14 California Natural Diversity Database. 2021. RareFind 5 [Internet]. California Department of Fish and Wildlife [Oct 1, 2021]. EOndx 28591.
4 communities.15 There are several documented occurrences of Conejo buckwheat in the vicinity of the Project site, the closest of which is located approximately 5,800 feet to the east (Figure 4).16 The Project site contains Conejo volcanic outcrops that provide potential habitat for Conejo buckwheat.17
Blochman's dudleya (Dudleya blochmaniae ssp. blochmaniae) Blochman's dudleya has a California Rare Plant Rank of 1B.1. The species occurs on open, rocky slopes containing coastal scrub, chaparral, or grassland plant communities.18 The Project site provides potential habitat for Blochman's dudleya, which is known to occur on Conejo volcanic outcrops approximately 3,300 feet east of the Project site (Figure 5).19 Ojai navarretia (Navarretia ojaiensis)
Ojai navarretia has a California Rare Plant Rank of 1B.1. The species is endemic to Ventura County and southwestern Los Angeles County, where it occurs in openings in shrublands and grasslands.20 Several patches of Ojai navarretia occur along bands of volcanic outcrops approximately 2,400 feet east of the Project site (Figure 6).21 The Project site contains volcanic outcrops that provide potential habitat for Ojai navarretia.

Special-Status Animals
Based on my assessment, the southern California legless lizard and coast horned lizard have the potential to occur at the Project site. Both of these species are listed as California Species of Special Concern. In addition to impacts caused by habitat loss, these species would be subject to being crushed by vehicles during construction and operation of the waste hauling operations center.

The coastal California gnatcatcher is a federally threatened species that is known to occur in coastal sage scrub habitat immediately east of the Project site (Figure 7).22 As a result, the species is likely to occur in any coastal sage scrub habitat that occurs at the Project site. Because habitat loss is the primary threat to the coastal California gnatcatcher, and because the gnatcatcher populations in southern Ventura County represent the northernmost extent of the 15 Ibid.
16 Ibid. EOndx 28591.
17 Natural Resources Conservation Service. Web Soil Survey. Available at:
<https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm>. (Accessed Oct 12, 2021). 18 California Natural Diversity Database. 2021. RareFind 5 [Internet]. California Department of Fish and Wildlife [Oct 1, 2021].
19 Ibid. EOndx 8972.
20 Ibid.
21 Ibid. EOndx 103124 22 Ibid. See also eBird. 2021. eBird: An online database of bird distribution and abundance [web application]. eBird, Ithaca, New York. Available at: <http://www.ebird.org>. (Accessed Oct 13, 2021). 5 species’ range, any impacts to gnatcatcher habitat at (or adjacent to) the Project site would be significant under CEQA.23
Sincerely,
Scott Cashen, M.S.

Senior Biologist

23 U.S. Fish and Wildlife Service. 2010. Coastal California gnatcatcher (Polioptila californica californica). 5-Year Review: Summary and Evaluation. U.S. Fish and Wildlife Service, Carlsbad Fish and Wildlife Office, Carlsbad, California. p. 6.
6 Figure 1. Aerial image of the Project site (imagery dated February 28, 2021). 7 Figure 2. CNDDB records (yellow polygons) of Conejo dudleya in relation to the Project site (red arrow).
8 Figure 3. CNDDB records (yellow polygons) of Lyon's pentachaeta in relation to the Project site (red arrow).
9 Figure 4. CNDDB records (yellow polygons) of Conejo buckwheat in relation to the Project site (red arrow).
10 Figure 5. CNDDB record (yellow polygon) of Blochman's dudleya in relation to the Project site (red arrow).
11 Figure 6. CNDDB records (yellow polygons) of Ojai navarretia in relation to the Project site (red arrow).
12 Figure 7. CNDDB record (yellow polygon) of coastal California gnatcatcher in relation to the Project site (red arrow).

Scott Cashen, M.S.

Senior Wildlife Biologist
Education
x Master of Science, Wildlife and Fisheries Science, Pennsylvania State University (1998) x Bachelor of Science, Resource Management, University of California at Berkeley (1992) Areas of Expertise
x Impacts of development projects on biological resources x Impacts of renewable energy projects
x CEQA/NEPA compliance
x Biological resource assessments
x Scientific field studies (design, implementation, and management) x Fish and wildlife surveys
x Habitat restoration
x Invasive species
x Scientific writing and technical editing
x Forest management
x Fire ecology
Professional Experience
x Independent Biological Resources Consultant, Walnut Creek, CA (2007 – present). x TSS Consultants, Senior Biologist, Walnut Creek, CA (2005 –2007). x ECORP Consulting, Senior Biologist, Oakland, CA (2000 –2005). x Pt. Reyes Bird Observatory, Field Ornithologist, SF Bay Area (2000). x National Park Service, Field Ornithologist, Alaska (1999). x Penn State University – Instructor of Wildlife Management (1998). x Penn State University – Graduate Research Assistant/Teaching Assistant (1995-1998). x Pacific Meridian Resources, Consulting Forester, Emeryville, CA (1992 –1995). x University of California, Biological Resources Technician, Tahoe National Forest (1992).

NEAL LIDDICOAT’S TRAFFIC ANALYSIS
LETTER

ATTACHMENT B
P.O. Box 1596 Mackinac Island, MI 49757 Phone: (906) 847-8276 Griffin Cove Transportation Consulting, PLLC
October 14, 2021

CONFIDENTIAL ATTORNEY CLIENT PRIVILEGED
Ms. Andrea K. Leisy
Remy Moose Manley LLP
555 Capitol Mall, Suite 800
Sacramento, CA 95814

Subject: Exclusive Franchise Agreement for Waste Collection – Thousand Oaks, California Dear Ms. Leisy:

Griffin Cove Transportation Consulting, PLLC (GCTC) has completed a review of various materials related to the award of an exclusive franchise agreement (“Agreement”) for waste collection services in the City of Thousand Oaks, California, and including the recently discovered Conejo Valley Unified School District Purchase and Sale Agreement for the 2498 Conejo Center Drive Property (Resolution No. 20/21-43). The executed Agreement with Arakelian Enterprises, Inc. dba Athens Services (“Athens”) provides a 15-year contract term with two optional five-year extensions. It is our understanding that this Agreement was approved by the Thousand Oaks City Council on March 9, 2021. Further, we understand that the City applied certain exemptions from the California Environmental Quality Act (CEQA) as a means to avoid preparation of any environmental analyses or documentation.

Our review of the relevant material indicates that there is a reasonable possibility that implementation of the Agreement may result in significant environmental impacts, particularly with respect to vehicle-miles-traveled (VMT) and traffic safety. The results of our review regarding these two issues are described in greater detail below.

Our VMT analysis focuses on the potential VMT increase associated with truck trips resulting from the collection and processing of residential and commercial recyclables under two scenarios:
• Short-Term Impacts – All recyclable collection trucks would be based at the Athens Sun Valley Materials Recovery Facility (“Sun Valley MRF”), and all recyclable material would be transported from Thousand Oaks to the Sun Valley MRF for processing. • Long-Term Impacts – Athens would utilize a new facility at 2498 Conejo Center Drive in Thousand Oaks as its base of operations, but all recyclable material would continue to be transported to the Sun Valley MRF for processing This potential new facility is described in greater detail below.

Recyclables represent only one of the waste streams associated with the Agreement. The others are green waste, food waste and municipal solid waste (MSW); because of the many variable factors associated with those waste streams they are not considered in this preliminary review.

Ms. Andrea K. Leisy
Remy Moose Manley LLP
October 14, 2021

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Griffin Cove Transportation Consulting, PLLC

VEHICLE-MILES-TRAVELED
Initially, we should note that a detailed analysis of VMT is complicated by a lack of definitive information regarding all of the proposed waste collection services that would occur with service by Athens. This includes conflicting statements from Athens suggesting that certain aspects of the service and operations plan represented and proposed to the City are not, in Athens’ current view, certain to occur. In particular, a key element of the original Athens proposal approved by the City included use of a Santa Paula site as a hauling yard, as referenced in the transcript of the March 9th City Council hearing and in Exhibit 13 of the Agreement.

It has recently come to light that Athens is in the process of acquiring a 10.7-acre parcel at 2498 Conejo Center Drive in Thousand Oaks. Although the specific proposed use of that property is unknown, it appears that the intent is to use it as a replacement for the previously-proposed Santa Paula hauling yard, including truck parking spaces and facilities for RNG/CNG refueling and truck maintenance.

Given this recent development, we have assumed that Athens no longer intends to fulfill the service plan commitments incorporated into its proposal to the City, particularly with regard to the Santa Paula facilities referenced and included in the Agreement (Exhibit 13). Instead, we have assumed that the 2498 Conejo Center Drive location will serve as Athens’ base of operations under longterm conditions.

Regardless of whether Athens bases its services at a Santa Paula Hauling Yard or at the Conejo Center Drive location, the distance to Athens’ Sun Valley MRF is of particular interest. The Sun Valley facility is described in a City staff PowerPoint presentation as being the destination for all recycling material to be collected by Athens. That facility is located 38 miles from the Thousand Oaks city center according to City staff. Further, according to MapQuest, it is about 45 miles from the 2498 Conejo Center Drive site, if that site were to be used in the future.

The actual number of recycling trucks to be employed by Athens is unclear, but we understand that Waste Management proposed to use six trucks to serve the City’s residential recycling needs and five trucks for commercial recycling, so we have assumed that Athens will use the same number of trucks. We have also considered Exhibit 13 to the Agreement, which shows, at page 2, the City Collection Vehicles Table and Contractor Containers Collected Per Hour for residential and commercial material, including recycling.

Short-Term VMT Impact
Table 1 summarizes an analysis of the short-term VMT resulting from Athens proposed recycling operation prior to development of the Conejo Center Drive facility. Under this scheme, trucks would be based at the Sun Valley MRF, and would be assumed to make two round-trips per day between that facility and Thousand Oaks for pick-ups. Assuming six residential recycling trucks and five commercial recycling trucks, we estimate collection trucks used for recyclables and stored in Sun Valley will result in an additional 174,720 vehicle-miles of truck travel.

Ms. Andrea K. Leisy
Remy Moose Manley LLP
October 14, 2021

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Griffin Cove Transportation Consulting, PLLC
Table 1
Short-Term Vehicle-Miles-Traveled Summary
No Conejo Center Drive Yard
Athens Recycling Only
Trip
Service
Type
Daily
Truck
Trips1 Miles/Trip
Truck
Miles/Day
Truck
Miles/Year2
Thousand Oaks
to/from Sun Valley
MRF
Residential 243 144 336 87,360
Commercial 203 144 280 87,360
TOTAL 616 174,720
Notes:
1 Based on 6 residential recycling collection trucks and 5 commercial recycling collection trucks. 2 Based on 260 residential service days per year (5 days/week, 52 weeks/year) and 312 commercial service days per year (6 days/week, 52 weeks/year).
3 Each truck assumed to make two round-trips to/from Sun Valley MRF (i.e., four one-way trips). 4 The difference between 38 miles to the Athens Sun Valley MRF and 24 miles under current service, per the City staff PowerPoint presentation.

Long-Term VMT Impact
If/when Athens develops a facility at 2498 Conejo Center Drive in Thousand Oaks to accommodate collection vehicle parking, maintenance, and fueling requirements, at the end of each service day the Athens recycling trucks will be required to “deadhead” (i.e., travel empty) from the Sun Valley MRF to that location, a distance of 45 miles.

The long-term VMT impact analysis presented here reflects the following assumed operational characteristics:
• Six recycling trucks will be dispatched each day for residential recycling, 260 days per year (5 days per week, 52 weeks per year).
• Five recycling trucks will be dispatched each day for commercial recycling, 312 days per year (6 days per week, 52 weeks per year).
• Each truck will begin the day by traveling empty from 2498 Conejo Center Drive in Thousand Oaks. For the purposes of this analysis, each truck is assumed to travel to the Thousand Oaks city center, which we have defined as the Thousand Oaks city hall at 2100 Thousand Oaks Boulevard, a distance of approximately 6 miles. (Obviously, some collection trucks will travel substantially farther than this to initiate their collection routes, but this is intended to provide a conservative indication of truck travel.) • Each truck will collect two loads of recyclables per day, and deliver them to the Sun Valley MRF.

Ms. Andrea K. Leisy
Remy Moose Manley LLP
October 14, 2021

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Griffin Cove Transportation Consulting, PLLC
• The distance to the Sun Valley MRF from Thousand Oaks (38 miles) is 14 miles longer than the corresponding trip made under current operations, according to City staff. • After the second delivery of the day to the MRF, the empty truck will return to 2498 Conejo Center Drive, a distance of 45 miles.

As shown in Table 2, assuming the Conejo Center Drive facility is constructed, we estimate that implementation of the Athens plan for recycling services will generate an additional 260,160 vehicle-miles of truck travel each year compared to current operations. Over 60 percent of that total will be mileage accumulated by empty trucks traveling to or from Athens’ Conejo Center Drive facility.

Table 2
Long-Term Vehicle-Miles-Traveled Summary
Assuming 2498 Conejo Center Drive Yard with Refueling Facility Athens Recycling Only
Trip
Service
Type
Daily
Truck Trips1 Miles/Trip
Truck
Miles/Day
Truck
Miles/Year2
Conejo Center Drive
to Thousand Oaks
City Center
Residential 6 63 36 9,360
Commercial 5 63 30 9,360
Thousand Oaks
to/from Sun Valley
MRF
Residential 184 145 252 65,520
Commercial 154 145 210 65,520
Sun Valley MRF to
Conejo Center Drive6
Residential 6 453 270 70,200
Commercial 5 453 225 70,200
TOTAL 1,342 260,160
Notes:
1 Based on 6 residential recycling collection trucks and 5 commercial recycling collection trucks. 2 Based on 260 residential service days per year (5 days/week, 52 weeks/year) and 312 commercial service days per year (6 days/week, 52 weeks/year).
3 Source: MapQuest.
4 Each truck assumed to make two trips to Sun Valley MRF. The first is a round-trip, in which the truck returns to Thousand Oaks for additional pick-ups. The second trip is a one-way trip to the MRF, followed by a deadhead/empty trip to 2498 Conejo Center Drive. 5 The difference between 38 miles to the Athens Sun Valley MRF and 24 miles under current service, per the City staff PowerPoint presentation.
6 A deadhead/empty trip from the MRF to 2498 Conejo Center Drive in Thousand Oaks.

Ms. Andrea K. Leisy
Remy Moose Manley LLP
October 14, 2021

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Griffin Cove Transportation Consulting, PLLC
We should also note that trucks have a disproportionate impact on traffic flow, so the VMT impacts referenced here would be magnified somewhat. This is because of their lower operating characteristics, in terms of acceleration and braking distances, for example. This issue is addressed in the Highway Capacity Manual (Transportation Research Board, Sixth Edition, 2016). Exhibit 12-25 in that document indicates that on level terrain, a truck is equivalent to 2.0 passenger cars in terms of its effect on traffic flow. In areas defined as rolling terrain, the passenger car equivalent (PCE) factor is 3.0; that is, a truck is equivalent to three passenger cars.

Summary
This analysis indicates that, prior to Athens’ development of the potential facility at 2498 Conejo Center Drive, we estimate the recycling collection trucks stored in Sun Valley will result in an additional 174,720 vehicle-miles of truck travel annually. In the long-term, implementation by Athens of the 2498 Conejo Center Drive facility will generate an additional 260,160 vehicle-miles of truck travel each year.

We believe this is sufficient evidence to support the need for a detailed analysis of the VMT impacts of the Thousand Oaks Agreement.

TRAFFIC SAFETY
The addition of waste collection trucks serving Athens’ far flung facilities creates potential traffic safety issues that have not been addressed. In general, according to the Insurance Institute for Highway Safety (https://www.iihs.org/topics/large-trucks):

In 2019, 4,119 people died in crashes involving large trucks. Sixteen percent of these deaths were truck occupants, 67 percent were passenger vehicle occupants and 15 percent were pedestrians, bicyclists or motorcyclists. In fatal two-vehicle crashes involving a passenger vehicle and a large truck, 97 percent of the deaths were occupants of the passenger vehicles. Large trucks were involved in 11 percent of all motor vehicle crash deaths and 22 percent of passenger vehicle occupant deaths in multiple-vehicle crashes.

We have identified two potential traffic safety issues regarding the Agreement and subsequent modifications to the Athens service plan, which are discussed below.

SCAG High Injury Network
In Southern California, the traffic safety issue has been addressed by the Southern California Association of Governments (SCAG). SCAG is an association of local governments and agencies that since 1965 has served as a forum to address regional issues. Among other responsibilities, SCAG develops long-range regional transportation plans including regional transportation improvement programs.

As part of the agency’s transportation analysis work, in 2018 SCAG developed its first regional High Injury Network (HIN). The HIN includes roads where the highest concentrations of collisions Ms. Andrea K. Leisy
Remy Moose Manley LLP
October 14, 2021

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Griffin Cove Transportation Consulting, PLLC
occur. Specifically, according to SCAG, the HIN is intended to show where fatal and serious collisions are occurring in the region and, therefore, the HIN suggests which transportation corridors carry a higher risk of injury.

SCAG has developed a map of the HIN illustrating the corridors where fatalities and serious injuries are highest. (https://maps.scag.ca.gov/hin/index.html) Attachment A contains an excerpt from that map showing the area near the Sun Valley MRF, which we have located on the map. As shown, SCAG has identified three corridors near the MRF as being part of the High Injury Network: Sunland Boulevard, San Fernando Road, and Laurel Canyon Road.

Adding waste collection truck trips to an area, including the corridors identified above, which have already been defined as part of the SCAG High Injury Network, will likely result in a substantial increase in hazards due to conflicts between collection trucks and passenger cars, as well as an increase in total cumulative truck trips in the area. An environmental analysis of these issues is warranted.

Crash Experience
In addition to considering the specific safety impacts associated with truck traffic, we downloaded reports from the California Highway Patrol (CHP) Statewide Integrated Traffic Records System (SWITRS). SWITRS provides access to a database documenting information gathered from a collision scene. Filters can be applied to system inquiries relative to law enforcement jurisdiction or geographical area (city or county).

Unfortunately, limitations in the SWITRS system prevented us from acquiring comprehensive results for the Sun Valley area – the number of records for the finest-grained filter exceeded the 10,000 record report limit.

We were able to obtain accident records for the vicinity of the 2498 Conejo Center Drive location, however. That investigation focused on the area between the U.S. Highway 101/Borchard Road/Rancho Conejo Boulevard interchange and the potential facility, including the intersections of Rancho Conejo Boulevard/ Hillcrest Drive, Rancho Conejo Boulevard/Amgen Center Drive, Rancho Conejo Boulevard/Ventu Park Road, and the immediate vicinity of the freeway interchange. In the year 2019, the most recent year for which representative data were available, 50 crashes occurred in that area.

We should also note that recycling collection trucks traversing this area will mix with automobile and truck traffic generated by a wide variety of other land uses, including a major Amgen industrial facility, an Amazon Prime distribution center, a multi-family residential development (Arroyo Villa Apartments), two churches (The Bridge Church and The Place Seventh-Day Adventist Church, which meets on Saturday mornings), and the City of Thousand Oaks Municipal Service Center. Adding the Athens collection trucks to this environment will result in an incremental increase in traffic safety hazards.

Ms. Andrea K. Leisy
Remy Moose Manley LLP
October 14, 2021

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Griffin Cove Transportation Consulting, PLLC
We also obtained records for the area near the Calabasas Landfill at 5300 Lost Hills Road, which Athens proposes to utilize. That search revealed 21 crashes in 2019.

Research has indicated that increased truck volumes leads to increased accidents. Specifically, a paper entitled Effects of Truck Strategies on Traffic Flow and Safety on Multilane Highways (Transportation Research Board, Transportation Research Record 1256, 1990) states:

It was found that the truck involvement rate (TRINV) was strongly associated with truck volume (TRVOL).

Based on these findings, we believe that a reasonable expectation exists that additional truck traffic in these areas will create the potential for additional crashes in connection with the Agreement.

Conclusion
Given the crash data presented above and, more critically, the presence of three High Injury Network locations in the vicinity of the Sun Valley MRF, an analysis of traffic safety impacts associated with implementation of the Agreement and any recent modifications to the Agreement (whether approved by the City or not) is required, as the Agreement will result in substantial increases in hazards due to incompatible vehicles and increased truck trips. This should be accomplished in the context of preparation of the appropriate CEQA document.

TRAFFIC CONGESTION
Impacts related to VMT and traffic safety will be exacerbated by the presence of substantial traffic congestion in the vicinity of the various Athens facilities. The 2020 Global Traffic Scorecard (INRIX, 2021) identified the “Top 25 Worst Corridors in the U.S.” Among those was U.S.

Highway 101 (Hwy. 101) between the Interstate 405 interchange and the Hollywood Freeway, which is along one potential route between the Sun Valley MRF and Thousand Oaks (including the 2498 Conejo Center Drive facility), and was ranked as the thirteenth worst corridor in the country.

In addition, the 2021 Urban Mobility Report (Texas A&M Transportation Institute & INRIX, June 2021) presents a vast amount of information concerning traffic congestion across the United States.

Some of that information is summarized below, including the 2019 ranking of the Los AngelesLong Beach-Anaheim region within the country:
• Excess Truck Travel Time (Annual Person-Hours of Truck Delay): Rank No. 1 • Truck Congestion Cost: Rank No. 1
• Annual Person-Hours of Travel Delay: Rank No. 1
• Annual Excess Fuel Consumed: Rank No. 1
• Annual Congestion Cost: Rank No. 1
• Travel Time Index: Rank No. 1
Ms. Andrea K. Leisy
Remy Moose Manley LLP
October 14, 2021

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Griffin Cove Transportation Consulting, PLLC
• Commuter Stress Index: Rank No. 1
Traffic congestion obviously results from excessive traffic volumes. Caltrans documents traffic volumes on the state highway system each year. The most recent report (2019) reveals a daily traffic volume of 193,000 vehicles on Interstate 5 (I-5) near the Sun Valley MRF. A short distance to the north, where I-5 merges with the Hollywood Freeway (State Route 170), the daily traffic volume is over 290,000 vehicles.

Hwy. 101 near the Calabasas Landfill, which Athens proposes to use, also carries substantial traffic. At the Lost Hills Road interchange nearest the landfill, the freeway carries over 160,000 vehicles. In addition, at the Hwy. 101/Borchard Road/Rancho Conejo Boulevard interchange (which will likely be used by collection trucks traveling to and from the 2498 Conejo Center Drive facility), the 2019 traffic volume was 145,000 vehicles per day.

While the freeway traffic volumes alone do not necessarily suggest the need for environmental analyses, when considered in the overall context presented here, we believe they contribute to the need for preparation of a CEQA document.

CONCLUSION
Our review of documentation associated with the exclusive franchise agreement for waste collection services in the City of Thousand Oaks, California indicates that, although no environmental documentation has been developed, a reasonable potential for significant impacts exists in the areas of vehicle-miles-traveled and traffic safety. Given the uncertainty of some of the specific operational characteristics of the proposed waste collection services, our analysis has focused on residential and commercial recycling collection activities. We have concluded that the only remedy to the current lack of meaningful information concerning potential environmental impacts is the preparation of the appropriate documentation under the California Environmental Quality Act.

We hope this information is useful. If you have questions concerning any of the items presented here or would like to discuss them further, please feel free to contact me at (906) 847-8276.

Sincerely,

GRIFFIN COVE TRANSPORTATION CONSULTING, PLLC
Neal K. Liddicoat, P.E.

Principal
Attachments
Griffin Cove Transportation Consulting, PLLC

ATTACHMENT A
Regional High Injury Network
(Source: Southern California Association of Governments)

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Griffin Cove Transportation Consulting, PLLC

ATTACHMENT B
Professional Resume for Neal K. Liddicoat, P.E.

NEAL K. LIDDICOAT, P.E.

PRINCIPAL
Griffin Cove Transportation Consulting, PLLC
Education
BSCE / Michigan State University, 1977
Graduate Studies, University of Tennessee,
1977 – 1980
Professional Affiliations
Institute of Transportation Engineers – Fellow
American Society of Civil Engineers – Member
Registrations
California – Civil Engineer C35005
Michigan – Professional Engineer 6201037605
Mr. Liddicoat has 44 years of experience in the analysis of a broad range of traffic engineering, parking, and transportation planning issues, for both public and private sector clients. He has conducted traffic and parking analyses for a wide variety of development proposals, including office buildings, retail/ commercial centers, multiplex cinemas, and residential projects. He has a particular expertise in the analysis of unique development proposals, including stadiums, arenas, convention centers, theme parks, and other facilities where large numbers of vehicles and pedestrians converge in a short period of time.

Mr. Liddicoat has developed and presented seminars on technical procedures and quality control in the conduct of traffic impact analyses, both in-house and as a co-instructor for the UCLA Extension Public Policy Program. For several years, he served as instructor for the traffic engineering portion of the Civil Engineering licensing exam review course conducted by the Sacramento chapter of the American Society of Civil Engineers. Significant traffic impact analysis experience includes the following selected projects:
• Folsom, CA – Over 50 traffic analyses, including:
o Folsom Heights Mixed-Use
o Broadstone Estates
o Bidwell Pointe Residential
o Serenade Senior Housing
o Commons at Prairie City
o Country House Memory Care
o Prospect Ridge Residential
• STAPLES Center Traffic Impact Analysis, Los
Angeles, CA
• Sacramento City College Transportation Master
Plan Analysis, Sacramento, CA
• Raley Field Traffic and Parking Analysis, West
Sacramento, CA
• Convention Center Traffic & Parking Studies,
Sacramento, Los Angeles, and Anaheim, CA
• Disney’s “California Adventure” Preliminary
Traffic Analysis, Anaheim, CA
• Warner Bros. Studios Master Plan, Burbank, CA
• Elk Grove Boulevard Master Plan, Elk Grove, CA
• CSUS Bicycle/Pedestrian Study, Sacramento, CA
• SR 99/Twin Cities Road Traffic Operations, Galt, CA
• Thunder Valley Casino, Placer County, CA
Mr. Liddicoat is frequently called upon to serve as an expert “peer reviewer” for traffic impact analyses prepared by others. In that role, he has commented on the technical adequacy of traffic studies for a variety of projects, including retail centers, office complexes, and mixed-use master plans. His recent experience as a peer reviewer includes the following selected projects:
• Materials Recovery Facility, Irwindale, CA
• LAX Landside Access Modernization, Los Angeles, CA
• Granite Bay Circulation Study, Placer County, CA
• Oil Exploration Zoning Ordinance, Kern County, CA
• State Route 85 Express Lanes, Santa Clara Co., CA
• Vacaville General Plan, Vacaville, CA
• Martis Valley West Specific Plan, Placer County, CA
• LAX Terminals 2/3 Modernization, Los Angeles, CA
• Town & Country Hotel/Convention Ctr, San Diego, CA
• University Community Plan, San Diego, CA
• Canyon Springs Residential, Truckee, CA
• Fresno General Plan, Fresno, CA
• Saddle Crest Homes, Orange County, CA
• Brentwood Manor Hotel, Los Angeles, CA
• Highway 43/198 Retail Center, Hanford, CA
• Village at Squaw Valley, Placer County, CA
• Bridgepointe Master Plan Amendment, San Mateo, CA
• Frog’s Leap Winery, Napa County, CA
NEAL K. LIDDICOAT, P.E.

PRINCIPAL
Griffin Cove Transportation Consulting, PLLC
Additional recent peer reviewer experience includes the following projects:
• Los Angeles International Airport (LAX) Airfield
and Terminal Modernization, Los Angeles, CA
• Scarlett Winery, Napa County, CA
• Terra Vi Lodge Yosemite, Tuolumne County, CA
• Church of the Woods Evacuation Plan, Rimforest,
CA
• Otay Ranch Village 14 and Planning Areas 16/19,
San Diego County, CA
• Warner Ranch Evacuation Plan, San Diego County,
CA
• Harmony Grove Village South, San Diego County,
CA
• The Ranch Project, Antioch, CA
• Rancho La Habra Specific Plan, La Habra, CA
• Safari Highlands Ranch and Citywide Sphere of
Influence Update, Escondido, CA
• El Toro, 100-Acre Parcel Development Plan -
Irvine, CA
• Trails at Carmel Mountain Ranch, San Diego, CA
• Staglin Family Vineyards, Napa County, CA
• Yosemite Under Canvas Project, Tuolumne County,
CA
• Fanita Ranch Project, Santee, CA
• Otay Ranch Resort Village 13 Alternative H Project,
San Diego County, CA
• Estero Trail Easement Project, Sonoma County, CA
• Faria/Southwest Hills Annexation, Pittsburg, CA
• The Village Student Housing Project, Arcata, CA
• Tulare Pilot Flying J, Tulare, CA
• Davidon/Scott Ranch General Plan Amendment,
Rezoning, and Vesting Tentative Map, Petaluma, CA
• John Adams Academy, El Dorado Hills, CA
• Centennial Project Draft Environmental Impact
Report, Los Angeles County, CA
• VillaSport Athletic Club and Spa Project,
Roseville, CA
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cdd:420.46/Resolution-PC/pz (FILE ID: DP 2021-70408) Res. No.

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CITY OF THOUSAND OAKS

PLANNING COMMISSION
RESOLUTION NO.

A RESOLUTION OF THE PLANNING COMMISSION OF

THE CITY OF THOUSAND OAKS FINDING THAT THE

PROJECT IS CATEGORICALLY EXEMPT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT
PURSUANT TO SECTION 15332, DENYING AN APPEAL
OF AN ADMINISTRATIVE HEARING OFFICER’S DECISION

THEREBY APPROVING A REQUEST TO ALLOW
CONSTRUCTION OF A 21,440 SQUARE FOOT WASTECOLLECTION TRUCK DISPATCH CENTER WITH

OUTDOOR VEHICLE STORAGE, MAINTENANCE

FACILITIES, ASSOCIATED PARKING, RETAINING WALLS,

AND A COMPRESSED NATURAL GAS FUELING STATION
AT 2498 AND 2550 CONEJO CENTER DRIVE AND

APPROVING A PROTECTED TREE PERMIT FOR THE USE

OF CERTAIN PROPERTY WITHIN SAID CITY
Application No. Development Permit (DP) 2021-70408 and Protected Tree Permit (PTP) 2022-70370
Appellant: G.I. Industries dba Waste Management
Applicant: ARC Investments on behalf of Arakelian Enterprises, dba Athens Services
Location: 2498 and 2550 Conejo Center Drive
APNs: 667-0-080-035; 667-0-080-015
SECTION 1
The Planning Commission of the City of Thousand Oaks, California, DOES RESOLVE AS FOLLOWS:

WHEREAS, the appellant has filed with this Commission a petition appealing the approval of DP 2021-70408 by an Administrative Hearing Officer to allow construction of a 21,440 square foot (sf) waste-collection truck dispatch center with outdoor vehicle storage, maintenance facilities, associated parking, retaining walls, and a compressed natural gas (CNG) fueling station at 2498 and 2550 Conejo Center Drive;
WHEREAS, the applicant has filed with this Commission a petition under the provisions of the City of Thousand Oaks Municipal Code requesting the following:

ATTACHMENT #4
cdd:420.46/Resolution-PC/pz (FILE ID: DP 2021-70408) Res. No.

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PTP 2022-70370 to allow the removal of one (1) coast live oak tree involving a multi-trunk (24”, 12” and 11” diameter) at the entrance of the property at 2550 Conejo Center Drive;
WHEREAS, on April 25, 2021, a Notice of Planning Commission Public Hearing sign was posted on the subject property, published in a newspaper of general circulation within the City of Thousand Oaks, and mailed to all property owners and occupants within a 500-foot radius of the subject property;
WHEREAS, the Planning Commission, upon giving the required notice, did, on the 9th day of May, 2022, conduct a duly-advertised public hearing as prescribed by law to consider said application; and
WHEREAS, at the May 9, 2022 public hearing, oral and written evidence, including a staff report, were presented and received, and arguments were heard from all interested parties appearing in the matter.

SECTION 2
WHEREAS, the findings of the Planning Commission denial of said appeal and approval of DP 2021-70408 are as follows:

1. The City of Thousand Oaks General Plan land use designation for the subject parcel is Industrial and the allowable uses in this land use designation are based upon the underlying governing documents, which in this case are the Rancho Conejo Specific Plan (SP-7) and Thousand Oaks Municipal Code (TOMC). Each document allows a “Contractor storage yard” as a permitted use. The proposed project consists of a new “Contractor storage yard” and involves the construction of a new truck storage and dispatch facility with incidental accessory uses such as fueling, maintenance, and office uses, consistent with the permitted uses in all applicable regulatory documents.

2. The conditional approval complies with all applicable laws, regulations and policies, including the applicable policies of the Thousand Oaks General Plan, the TOMC zoning and development standards, and applicable Architectural Guidelines (Resolution 2006-108). Further, the massing, scale, and architectural design of the proposed building, including materials and colors, are compatible with the industrial buildings in the vicinity. With all conditions imposed, the design of the project is consistent and compatible with nearby land uses.

With all conditions imposed, the granting of this permit:
a. Will maintain the degree of compatibility of property uses that the Zoning Ordinance is intended to promote and preserve, considering the particular use on the particular site and existing or proposed uses on parcels within the zone in which the use is proposed to be located because the proposed cdd:420.46/Resolution-PC/pz (FILE ID: DP 2021-70408) Res. No.

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use is consistent with contemplated industrial uses and existing business operations in the vicinity;
b. Will not result in a use which may reasonably be expected to become obnoxious, dangerous offensive or injurious to the public health, safety or welfare, by reason of the emission of noise, smoke, dust fumes, vibrations, odor or other harmful or annoying substances because the proposed business involves parking, staging, maintenance, and ancillary business operations associated with the storing of empty refuse-collection vehicles on the site;
c. Will preserve the integrity and character of the zone in which the use will be located and the utility and value of property in the zone and in adjacent zones because the use of the property is consistent with intent of the zone and other industrial uses in the area; and
d. Will not be or become detrimental to the public interest, health, safety, convenience or general welfare because the project has been reviewed and approved by the Community Development Department, Public Works Department, Police Department, and the Ventura County Fire Department (VCFD). With the incorporation of the conditions of approval set forth by these department and agencies, the project will not be detrimental to public health, safety, or general welfare.

3. The project was analyzed for conformance with the California Environmental Quality Act (CEQA). It has been determined that the proposed project is categorically exempt from the provisions of CEQA pursuant to Class 32 Section 15332 – Infill Development, which consists of an urban infill development project that is less than five (5) acres in size and meets the other requirements of CEQA Guidelines Section 15332 including that the project site has no value as habitat for endangered, rare or threatened species, there is existing street access, and is served by all required utilities and public services.

In this case, the proposed development area occurs on a 4.42-acre project area substantially surrounded by urban uses in an area which can be adequately served by all required utilities and public services. The area in which the project is located has been previously graded and disturbed.

Specific environmental assessment studies have been conducted to determine that the project will not result in cumulative impacts detrimental to the environment, the site does not involve any unusual circumstance requiring further environmental study, will not impact environmentally sensitive resources, does not contain any hazardous material as identified by the Department of Toxic Substances Control and the Secretary of Environmental Protection, and will not cause a substantial adverse change to the significance of a historical resource.

As such, the subject area is not environmentally sensitive and has no value as habitat for endangered, rare or threatened species. The project is consistent with cdd:420.46/Resolution-PC/pz (FILE ID: DP 2021-70408) Res. No.

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the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.

The Community Development Department has further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2). As such, the project qualifies for a Categorical Exemption per Class 32, Section 15332.

SECTION 3
WHEREAS, the findings of the Planning Commission supporting approval of said PTP 2022-70370 are as follows:

1. Approval is consistent with the intent of the Oak Tree Preservation and Protection ordinance since the proposed removal of one oak tree will be replaced in accordance with standards adopted by the Oak Tree Preservation and Protection Guidelines, Resolution 2010-14.

2. Pursuant to Section V(C)(2)(2.1) of the City’s Oak Tree Preservation and Protection Guidelines four (4) of the 34 new oak trees will be planted as 36-inch box trees, and the remaining 30 new oak trees will be plated as 24-inch box trees.

3. The project is consistent with the Thousand Oaks General Plan, including the Conservation Element, in that conditions have been applied to the minimize impacts from the removal of the oak tree.

4. Approval of this request will not be contrary to, or conflict with, the general purpose and intent of the Oak Tree Ordinance (Chapter 42 of Title 9 of the Municipal Code) and Oak Tree Preservation and Protection Guidelines, Resolution Number 2010-

14. 5. The Protected Tree Permit request is included in the project described as DP 2021- 70408, which was analyzed for conformance with the CEQA and determined to be categorically exempt from the provisions of CEQA pursuant to Class 32 Section 15332 – Infill Development.

NOW, THEREFORE, BE IT RESOLVED that the Planning Commission finds that the project, in its entirety, is categorically exempt from the California Environmental Quality Act pursuant to Section 15332, that the appeal of DP 2021-70408 is denied, and based on substantial evidence contained within the record, the analysis in the agenda report, and the findings of fact below, the Planning Commission approves DP 2021-70408 and PTP 2022-70370, subject to conformance with the conditions set forth and attached hereto and made a part hereof. Except as otherwise expressly indicated, said conditions shall be fully performed and completed, or at the City’s discretion, shall be secured by bank or cash deposit or other security satisfactory to the City Attorney cdd:420.46/Resolution-PC/pz (FILE ID: DP 2021-70408) Res. No.

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before the use or occupancy of the property is commenced. The violation of any of the conditions of DP 2021-70408 and PTP 2022-70370 shall be grounds for revocation by the Planning Commission or City Council.

I HEREBY CERTIFY that the foregoing resolution reflects action taken by the Planning Commission of the City of Thousand Oaks at a regular meeting held on the 9th day of May, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

David Newman, Chair
Planning Commission
John M. Dugan, Secretary
Planning Commission
COMMUNITY DEVELOPMENT DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022-70370
cdd:420.46/Resolution-PC/pz (FILE ID: DP 2021-70408) Res. No.

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COMMUNITY DEVELOPMENT

1. Land and Application–The Development Permit and Protected Tree Permit are granted for the land described in the application, and any attachment thereto, and as shown on the submitted “Architectural and Photometric Plans” dated February 28, 2022, and “Grading Plans” and “Conceptual Landscape Plans”, dated February 7, 2022.

2. Scope of Permit Approval – The Development Permit and Protected Tree Permit are granted to allow the following, unless conditioned otherwise herein:

A. Use of the site as a truck dispatch and storage facility by approximately 42 truck driving employees and approximately 13 on-site employees, for a total of approximately 55
employees. Truck operation from 4:00 a.m. to 7:00 p.m. and on-site maintenance operation from 4:00 a.m. to 12:00 a.m., with 24-hour security;
B. Construction of an approximate 21,440 square foot, 31.5-foottall building with 13,440 square feet dedicated to truck maintenance facilities and repair bays, and 8,000 square feet to be dedicated to supporting office use;
C. Construction of a compressed natural gas filling station. No component shall exceed 13 feet in height;
D. Grading, including approximately 28 cubic yards of total export;
E. Pavement and striping of truck storage yard to mark up to 61 truck storage spaces;
F. Pavement and striping of 60 automobile parking spaces; G. Installation of 1,940 linear feet of perimeter fencing around the parking areas and along the top of eastern and northern topsof-slope; H. Construction of private 40-foot-wide driveway and other associated hardscaping; and
I. Construction of 805 linear feet of retaining walls up to nine feet in height;
J. Removal of one (1) oak tree (Tree No. 77) and replacement with 34 oak trees; four (4) as 36-inch box trees, and 30 as 24- inch box trees.

All as shown in the “Architectural and Photometric Plans” dated February 28, 2022, and “Grading Plans” and “Conceptual Landscape Plans”, dated February 7, 2022.

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3. Approval Period – The above permits are granted for a three (3) year period of time ending May 9, 2025, at which time said permit shall expire unless the project approved herein has been inaugurated. Inauguration for this application shall be issuance of building permit for the proposed building alteration. The applicant may request a time extension of this period, as allowed by TOMC Section 9-4.2812(e), by filing a minor modification with the Community Development Department prior to the expiration date.

4. Final Plans – Prior to the issuance of a building permit, final site, grading, floor, elevation and roof plans shall be submitted for the review and approval of the Community Development Department. Said plans shall incorporate any design change and other requirement as conditioned herein.

5. Condition Compliance – All development on the subject property shall be constructed and thereafter maintained in accordance with the conditions of this permit.

6. Other Applicable Permits – Unless otherwise modified herein, all conditions of Tract 4823, LU 2014-70053, SPA 2014-70148, ND 2014- 70252, SUP 1991-786, and OTP 875 and all future and subsequent modifications shall be applicable to this permit.

7. Title 24 Compliance – The proposed development shall comply with all provisions for disabled access contained within Title 24 of the California Code of Regulations.

8. Specific Plan No. 7 – All applicable conditions of Specific Plan No. 7 shall apply to this permit. Where there is a conflict between Municipal Code requirements and provisions of the Rancho Conejo Specific Plan No. 7, provisions of the Specific Plan shall prevail.

9. Compliance with Applicable Laws, Rules, and Regulations – The applicant shall at all times comply with any and all local, city, county, state and federal laws, regulations and orders now in effect or which may hereafter be enacted pertaining to the approved modification or affecting the installation, operation or maintenance of the industrial establishment.

10. Regulatory Agency Approval – The requirements of all applicable regulatory agencies shall be met, and approval obtained, prior to gas release. Copies of all required licenses shall be submitted to the Community Development Department.

11. Payment of Fees – Approval is subject to the applicant paying all fees and assessments to the City of Thousand Oaks, as required by the Municipal Code and established by City Council.

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12. Dedications/Reservations and Public Improvements – With respect to dedications, reservations, construction of public improvements and fees as required by the project development conditions, the applicant is advised, pursuant to Government Code Section 66020, that the ninety (90) day protest period has commenced upon approval of the proposed improvement by the City.

13. Preconstruction Meeting – Prior to issuance of a grading permit, the applicant shall coordinate with the Community Development and Public Works Departments, a preconstruction meeting at the job site to review field conditions, project conditions, methods and procedures, individual and City department responsibilities associated with the project. Members attending this meeting shall include but not be limited to City department representatives, City landscape consultant, owner or designated project coordinator, architect, project consultants, project landscape consultant general contractor and other representatives associated with the project.

The meeting shall be arranged no sooner than one (1) week prior to commencement of work.

14. Construction Progress – Once permits have been issued to commence work on the improvements, it is the applicant/owner’s responsibility to diligently pursue completion per all conditions, requirements and as represented on the approved plans. Reasonable progress shall occur on a continual basis until completion to the satisfaction of the Community Development Director. Work shall not be discontinued for a period exceeding 30 days, without acceptable cause. The intent is to have the project completed in a timely fashion so as to prevent a potential blight from partially completed construction.

15. Occupancy – No final inspection or occupancy permit shall be granted until construction and landscaping are complete in accordance with the approved plans and the conditions required herein.

16. Commencement of Use - Use of the property, including parking or storage of vehicles, shall not commence without approval from the Public Works Department and Community Development Department Directors.

17. Hours of Construction – All grading and construction activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m., Monday through Saturday with no construction activity permitted on Sunday. Construction workers and vehicles shall not be permitted to congregate in the residential neighborhood or onsite before and after the construction hours authorized herein. Likewise, warming of equipment engines shall not be permitted outside the permitted construction hours.

18. Approval Inclusion – This approval, in its entirety as adopted, shall be included in the initial plan-check submittal that is submitted to the Building COMMUNITY DEVELOPMENT DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022-70370
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Safety Division. The approval shall be copied directly onto plan sheets and included as part of the project plans throughout the plan-check process and shall be part of the project plans for which building permits are issued.

19. Acknowledgment – The applicant acknowledges that all aspects of this project are of special concern to and regulated by the City of Thousand Oaks, which has established specific criteria and standards concerning development within the City. Any changes, modifications, or alterations to improvements on the subject property shall first be approved by the City of Thousand Oaks. Any unauthorized changes may require future corrective work and may result in a City Code compliance effort.

20. Unauthorized Changes – The applicant acknowledges that the exterior treatment, location of structures and architectural features of the development are of special concern to, and regulated by, the City of Thousand Oaks, which has established criteria and standards concerning development within the City. Any substantial change, modification, or alteration to the architectural design, or in the exterior treatment of any building and structure, including building colors, materials, changes in walkways, doorway, window locations, or in the parking, landscaping and other related features, must first be approved by the City of Thousand Oaks prior to performing the work. Unauthorized change(s) or failure to comply with the conditions of this permit may require future corrective work and result in a City Code violation and appropriate action.

21. Indemnification – The applicant agrees to defend, indemnify and hold harmless the City, its agents, officials, and employees from any claim, action or proceeding against the City or its agents, officials or employees to attack, set aside, void or annul an approval of the City. The City shall promptly notify the applicant of any claim, action or proceeding and the City shall cooperate fully in the defense.

22. Signed Acceptance of Conditions – A signed Acceptance of Conditions affidavit shall be executed by the applicant and property owner, or his duly authorized representative, and shall be returned to the Community Development Department prior to the issuance of a building permit.

NON-RESIDENTIAL DEVELOPMENT LINKAGE FEE

23. Linkage Fee – Prior to the issuance of any building permits, the applicant shall pay the required Nonresidential Development Linkage Fee for the project pursuant to Section 9-10.409 of the Municipal Code per the linkage fee rate established by the City Council Resolution in effect at the time.

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CULTURAL RESOURCES

24. Evaluation – In the event that potentially important cultural resources are found in the course of geologic testing or during construction, the event shall be immediately reported to the Community Development Director, and work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources and until the Community Development Department can review this information.

25. Native American Heritage Commission – If human bone is discovered during geologic testing or during construction, the event shall be immediately reported to the Community Development Director, work shall immediately cease, and the procedures described in Section 7050.5 of the California Health and Safety Code shall be followed. Section 7050.5 requires notification of the coroner. If the coroner determines that the remains are those of a Native American, the applicant shall notify the Native American Heritage Commission by phone within 24 hours. Following notification of the Native American Heritage Commission, the procedures described in Section 5097.94 and Section 5097.98 of the California Public Resources Code shall be followed.

BIOLOGICAL RESOURCES

26. Nesting Bird Surveys - Any site preparation activities, including removal of vegetation, between February 1 and September 15 will require nesting bird surveys by a qualified biologist at least 5 days prior to initiation of activities. Should active nests be identified, a buffer area no less than 150 feet (300 feet for raptors) shall be fenced off until it is determined by a qualified biologist that the nest is no longer active. A report discussing the results of nesting bird surveys shall be submitted to the Community Development Department prior to ANY vegetation removal on site.

SETBACKS, HEIGHTS, BUILDING MATERIALS, USEABLE OPEN SPACE,

ARCHITECTURAL TREATMENT

27. Project Changes/Modifications – Any minor change to DP No. 2021- 70408 may be approved by the Community Development Department through the appropriate entitlement process.

28. Phasing – The project shall be graded and constructed in a single phase.

29. Setbacks – All setback requirements shall be satisfied to include the following per the submitted plan:

DEVELOPMENT STANDARD REQUIRED PROPOSED COMPLIES
Setbacks (ft.)
Front (northeast) 100* 104 Yes
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Rear (southwest) 20 682 Yes
Right Side (southeast) 20 370 Yes
Left Side (northwest) 20 95 Yes
*Pursuant to TOMC 9-4.1605(d), no structure shall be located less than 100 feet from the center line of any public road.

30. Architectural Building Design – The architectural design shall comply with the building elevation plans as shown in the “Architectural and Photometric Plans” dated February 28, 2022, and “Grading Plans”, dated February 7, 2022.

31. Building Wall Treatment – The building walls shall incorporate architectural treatment to create a visually interesting appearance as viewed from the surrounding properties and scenic corridors. The treatment shall include, but is not limited to, incorporating decorative finish materials, vertical and horizontal variation and decorative window trim.

32. Exterior Building Colors/Materials – All exterior materials and colors depicted on the exhibits labeled “Architectural Plans,” date stamped February 28, 2022, are approved in concept only. Prior to the issuance of a grading permit, a final color and materials sample board, including, but not limited to, specific materials and paint manufacturer colors, shall be submitted for the review and approval by the Community Development Department. The applicant shall indicate the type of finish on the revised plans and materials and colors sample board.

33. Building Height – Building height shall not exceed an average height of

31.5 feet as depicted on the conceptual elevation as shown in the exhibits labeled “Project Plan Set,” date stamped February 28, 2022.

34. Surface-Mounted Mechanical Equipment – All surface-mounted mechanical equipment, including transformers, terminal boxes or meter cabinets, shall be screened by landscaping or decorative enclosure to match the materials and colors of the new building.

35. Certified As-Built Grading – Prior to issuance of a building permit, a rough grading completion certification on the City standard form shall be prepared and signed by the applicant’s Civil Engineering consultant and submitted to the Public Works Department. Said certificate shall state that the graded pad design and pad elevations are consistent with the pad elevation and grading details shown on the grading plan, as shown in the grading plan/exhibits labeled “Project Plan Set,” date stamped February 28, 2022.

36. Backflow Device – Any proposed backflow device shall be screened from public view, subject to review and approval by the Community Development and Public Works Departments.

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37. Final Detailed Grading, Paving and Drainage Plan Submittal – Prior to issuance of a grading permit, a final detailed grading, paving and drainage plan demonstrating compliance with all imposed conditions of this Development Permit shall be submitted for review and approval by the Community Development and Public Works Departments.

38. Manufactured Slope Height – No manufactured slope shall exceed twenty-five (25') feet in height. Prior to the issuance of a grading permit a final grading plan shall be submitted for review reflecting compliance with this requirement.

39. Manufactured Slope Contour Grading Techniques - All manufactured slopes shall be designed to include rounded top sections and shall incorporate contour grading techniques subject to approval by the Community Development Department.

40. Structural Slope Setbacks – All structural setbacks from the top or toe of slopes, as specified by the Building Division of the Community Development Department, shall be satisfied.

PARKING AND DRIVEWAY

41. Driveway and Parking Lot Grades – The driveway and parking lot shall comply with Public Works Department's non-residential driveway design standards.

42. Required Parking – At least 59 automobile parking spaces shall be provided and maintained, as shown on site within “Project Plan Set,” date stamped February 28, 2022. The number of required parking spaces is based upon the parking requirements for Industrial buildings with incidental office use as set forth in Section 9-4.2402(d)(1) of the Municipal Code. All parking spaces and driveway aisles shall be designed in accordance with Section 9.4-2404 of the Municipal Code. Any minor change to parking or future development on the subject property shall be reviewed and evaluated by the Community Development Department. Any substantial change may require the filing of a modification application to be considered by the Planning Commission.

43. Compact Parking - Maximum permitted compact parking spaces shall not exceed thirty-five percent (35%) parking spaces based on the total parking requirements as indicated under Section 9-4.2404(d)(1). No overhang compact parking space shall be permitted within five feet (5') of any vertical obstruction.

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LANDSCAPING, FENCES, AND WALLS

44. Landscape Design Compliance/Approval – All landscaping and irrigation improvements shall be designed and installed in accordance with the City’s Guidelines and Standards for Landscape Planting and Irrigation Resolution No. 2007-116). Prior to the issuance of a grading permit, complete landscape and irrigation plans reflecting compliance with all imposed conditions of project entitlements shall be submitted under separate permit for review and approval. Said plans shall be subject to review and approval by the Community Development and Public Works Departments. The location of light fixtures, including standards, shall be shown on the landscape plans to ensure no conflict occurs between placement of trees/shrubs and light fixtures and to avoid plant growth interference with the level of illumination. The use of reclaimed water for landscaping where available is encouraged.

45. Manufactured Slope Landscaping – In accordance with the City’s Grading Ordinance (TOMC Section 7-3.24), all manufactured slopes shall be landscaped with drought resistant native plants materials including tree clusters and ground cover and provided with a permanent irrigation system throughout. Landscaping and an irrigation system shall be installed six (6) months following the completion of grading for the project. Prior to the issuance of a grading permit, landscaping and irrigation plans shall be submitted under separate permit for review and approval by the Community Development and Public Works Departments.

46. Landscaping and Irrigation – All landscaping shall be designed using xeriscaping techniques, i.e., drought-tolerant low water-using plants. The use of lawn, grasses, and turf shall be minimized. Landscape irrigation systems shall likewise be designed using low output sprinklers and/or drip automatic timed controls.

47. Final Landscape Plans – The submitted preliminary landscape plan is approved in concept only. Prior to the issuance of a grading and building permit, final construction landscape and irrigation plans reflecting compliance with all imposed conditions of project entitlements shall be submitted under separate permit for review and approval by the Community Development Department through a Landscape Plan Check application.

Any landscape and irrigation improvements shall be designed and installed in accordance with the City’s Guidelines and Standards for Landscape Planting and Irrigation Plans (Resolution No. 2007-116).and comply with the State of California Model Water Efficiency Landscape Ordinance (MWELO) standards.

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48. Property Screen Wall – A combination forty-two (42”) high headlight screen wall and undulated berming is required anywhere truck storage or parking spaces are visible from the street. Said wall shall incorporate the design and materials utilized on the buildings. A flat shoulder shall be provided from the end of the parking stalls and on both sides of the screen wall to allow room for car overhang and the installation of landscaping in front of the wall. Additional landscaping in lieu of the screen wall may be approved if it can be demonstrated that the property can be adequately screened. Specific design of mounding and screen wall including landscaping planting shall be subject to the review and approval of the Community Development Department and the Public Works Department prior to the issuance of a grading and building permit.

49. Retaining Walls – All retaining walls shall be constructed of a decorative masonry material with a decorative cap or a concrete material, subject to cut sheet detail designs submitted for the review and approval of the Planning Division. All retaining walls shall be limited to a maximum exposed height of nine feet (9') and softened by landscaping, including climbing foliage where planter beds are not feasible. Where such walls are exposed to public view, horizontal articulation of varying depths shall be provided to break up a linear wall appearance.

50. Fencing – The fence and gates that enclose the developed area shall consist of decorative wrought-iron or tubular steel and shall not exceed a height of six (6’) feet. Chain link fencing is not approved.

51. Construction/Security Fencing – Prior to the issuance of a grading/building permit, the applicant shall install a temporary five foot (5’) high chain-link fence within the limits of the proposed development area.

Said fencing shall be provided for purposes of maintaining security, as well as containing trash and debris on-site. The fence shall remain in place during all phases of construction and shall be maintained until no longer needed for trash and debris control as determined by the Community Development Department. The applicant shall be responsible for pick-up of trash and debris on a weekly basis primarily during building construction operations.

52. Existing Chain-link Fencing – The existing temporary or chain-link fencing shall be completely removed from the site upon completion of construction activities. Said fencing may be used as security fencing prior to and during construction activities.

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LIGHTING

53. Outdoor Lighting - All parking lot and truck storage area illumination shall comply with the City’s parking lot standards as identified in the City’s Security Ordinance and Article 24, Chapter 4, of Title 9 of the TOMC, utilizing decorative light fixtures with heights not to exceed twenty feet (20') in height. Where pedestrian walkways occur, the height of these fixtures may be reduced in proportion to human scale. Special design features within these fixtures, including lens and shielding devices, shall be provided to avoid an over intensity of illumination and to direct the illumination in a downward pattern. The lamp source (bulb) shall be screened by the shielding devices. All pedestals shall be painted to complement the colors of the building. Light spillover onto adjacent properties may not occur.

Prior to the issuance of a building permit, a photometric analysis and light fixture catalogue cut sheets and specifications shall be submitted to the Building and Planning Divisions of the Community Development Department and the Police Department for review and approval. Said lighting shall meet City standards and shall be installed prior to occupancy of the site.

55. Roof Illumination - No roof illumination shall be permitted except as otherwise needed to comply with building security requirements. The design and location of such fixtures shall be subject to review and approval of the Community Development Department prior to the issuance of a building permit.

54. Wall Lighting - Wall-pac type light fixtures at building entrance doors, loading areas, and outdoor areas within public view area shall not be permitted. Lighting may be provided by decorative downward shielded light fixtures, recessed in a downward direction from projecting canopies, recessed doorways, and window openings. Decorative architectural light fixtures shall be installed on the building walls. Light fixture cut sheets shall be submitted for review and approval by the Planning Division.

Architecturally designed fixed pendant and bracket light fixtures are permitted. The use of such lighting shall be designed to create a uniform illumination generally in a downward direction and not create illumination hot spots on adjacent surfaces.

55. On-building Light Fixtures – The applicant shall submit catalogue cut sheets and specifications for any new exterior light fixtures to the Community Development Department for review and approval prior to installation
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SIGNS

56. On-Building Signs/Uniform Sign Program - On-building signage shall be designed to meet the Architectural Design Guidelines for Industrial Buildings (Res. 05-11 as well as Title 9, Chapter 4, and Article 23 of the Municipal Code. The design, color and location of all on-building signs as well as address numbers shall be processed under separate permits.

NUISANCES

57. Noise - The applicant shall make every effort to reduce noise generated from the business operations to minimize disturbances to the neighboring properties. Upon verified complaints submitted to the City, the property owner and business representatives shall be notified and requested to implement sound mitigation. Sound reduction shall be proposed and approved by the City prior to implementation. Sound reduction can include, but not be limited to volume reduction, or installation of physical structures to block and/or redirect sound away from adjacent properties.

58. Odor - It shall be unlawful for any person to willfully make or continue to make or cause to be made or continued to make any odor which causes discomfort or annoyance to any reasonable person of normal sensitiveness residing or working in the area. If the City receives verified complaints/confirmation of a condition violation, the owner will be required to correct the nuisance, including a professional study and mitigation plan.

59. Dust - Per Condition C of Specific Plan No. 7 short-term air quality impacts of grading activities should be reduced by:
1) Cease all clearing, grading, earth moving, or excavation operations during periods of high winds (20 mph or greater in one hour). 2) Implement a regular watering or chemical stabilization program to reduce fugitive dust emissions.
3) The developer shall inform all employees involved in grading operations on the project to wear face masks during dry periods to reduce inhalation of dust which may contain the fungus which causes San Joaquin Valley Fever.
4) Keep all grading and construction equipment on or near the site until those phases of development are completed.

60. Onsite Storage of Waste – All vehicles onsite must, at all times, be completely free of refuse. Confirmed instances of trucks carrying waste or waste being stored on site must be responded to immediately upon notification of the City.

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OAK AND LANDMARK TREE PRESERVATION

61. Resolution No. 2010-14 Standard Conditions Compliance – The permit shall comply with all applicable conditions for residential development as included in Resolution No. 2010-14, "Oak Tree Preservation and Protection Guidelines," unless otherwise modified herein.

62. Tree Replacement – Pursuant to Section V(C)(2)(2.1) of the City’s Oak Tree Preservation and Protection Guidelines four (4) of the 34 new oak trees will be planted as 36-inch box trees, and the remaining 30 new oak trees will be plated as 24-inch box trees.

63. Oak and Landmark Tree Protection – Every effort shall be made to protect all on-site oak and landmark trees.

64. Required Temporary Fencing – Prior to commencing construction, a fivefoot high fence shall be installed and maintained around the protected zone of all on-site oak and landmark trees. Installation of said fence shall be reviewed and approved by the Planning Division of the Community Development Department. It shall be the responsibility of the applicant to maintain all protective fencing in a good condition throughout the development period. The fence shall be removed upon completion of construction and upon authorization from the Community Development Department, Planning Division.

65. Storage of Materials – No storage of materials is permitted within the protected zones of any oak and landmark trees.

66. Irrigation/Lighting – No spray irrigation or lighting system shall be installed within the protected zone of any oak tree or landmark tree except as otherwise authorized by the Community Development Department.

67. Herbicides – No herbicides shall be used within one hundred feet (100') of the dripline of any oak and landmark tree.

68. Oak and Landmark Tree Maintenance – The continued maintenance of all on-site oak trees is the responsibility of the property owner. All oak trees and sycamore trees shall be maintained in accordance with the Oak Tree Preservation and Protection Guidelines (Res.2010-14) and in accordance with Chapter 4, Title 9 of the Municipal Code (Landmark Tree Preservation and Protection).

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PUBLIC WORKS DEPARTMENT
General

69. Plan Format – All plans submitted to the Public Works Department shall be formatted to 24-inch by 36-inch sheet size, using city standard title block and as-built/record plans shall be submitted as part of the closure and acceptance of the project.

70. Standard Plates – The City of Thousand Oaks Public Works Road Design and Construction Standards and Standard Plates, adopted May 15, 2018, in Resolution No. 2018-024 shall be used as the principal criteria for the design of development plans. It shall be the responsibility of the applicant to maintain a copy of the latest edition of said Plates available to all parties utilizing said Plates for construction purposes. The Standards establish uniform criteria, polices, standard and procedures for the design and construction of City roads, drainage facilities and appurtenances. The design engineer shall review the methods and procedures contained in the Road Standards, where not considered applicable, the design engineer shall request an exception from these standards in writing to be approved by the City Engineer. Said Road Standards are available for download at www.toaks.org/roadstandards.

71. Updating of Existing Improvement Drawings – All existing improvement drawings in the Department’s possession for water and wastewater which are affected by the subject project will be updated by the City to reflect the new improvements associated with this project. This work shall be considered as part of the project final process, and subject to a change order fee.

72. Base Topography Map – The grading plan for this project must be prepared utilizing topography which has been plotted by photogrammetric methods or survey data compiled no longer than two years prior to the date of submittal of the grading plan and must be on current City datum. The name of the firm which prepared the topography and the date(s) on which the data was compiled or obtained must be shown on the plan. Topography must be presented in 1” = 40’ or larger (closer) scale and must extend a minimum of 100 feet outside the limits of the property proposed for development. Any deviation from this condition must be approved by the City Engineer.

73. Construction/Demolition Debris Recycling Plan – Prior to the issuance of a grading/building permit, the applicant shall submit a Construction and Demolition (C&D) Debris Recycling Plan to the Department for review and approval. The applicant must divert a minimum sixty-five percent (65%) of all C&D waste materials generated from the project. The C&D Debris PUBLIC WORKS DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022- 70370
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Recycling Plan shall indicate the proposed means of disposition of all C&D waste materials, including but not limited to, asphalt, concrete, wood, drywall, brush and vegetation, landscaping materials, lights, piping, concrete block, metal, and the like, which will be recycled, reused, salvaged, and /or delivered to a landfill. The Recycling Plan must also include estimated weights of the materials, list of proposed recycling/disposal facilities, and authorized hauling companies to be used. For a list of authorized waste haulers and/or to complete and submit a C&D Debris Recycling Plan go to ThousandOaks.WasteTracking.com.

74. Title Report – A copy of the applicant’s preliminary title report for the subject property, dated within 1 year of the entitlement application, shall be submitted to the Public Works Department for review prior to grading plancheck or the issuance of any Building or Grading Permits.

75. Survey Monuments – The Applicant shall be fully responsible for the preservation of all survey monuments to the satisfaction of the City Engineer. Prior to the start of construction and prior to the disturbance or destruction of any existing survey monument, all monuments shall be located and referenced with minimum of four (4) ties by the Applicant’s Land Surveyor. A corner record or record of survey shall be filed with and approved by the County Surveyor showing monuments that will be disturbed or destroyed, along with the reference monuments or marks and bearings or azimuth and distances to the location of the monument to be disturbed or destroyed. Documentation shall be provided to the City that the surveying has been completed.

Water and Wastewater Division

76. Water Service Requirements – Prior to, or concurrent with, submittal of improvement plans to the City, the applicant shall submit letter to the City from the California-American Water Company indicating that the applicant has made the necessary financial and administrative arrangements with Cal-Am Water Company to receive water service. Cal-Am Water shall also issue a written clearance indicating that all water systems are installed and approved prior to Occupancy.

77. Procedure for Determination of Wastewater Fees – Prior to issuance of a building permit for this project, applicant shall submit a plumbing plan and a listing of proposed fixture units for the subject project to the Public Works Department for determination of a "preliminary" wastewater connection fee estimate. The plan and listing will be reviewed for apparent correctness only and the applicant shall pay the wastewater connection fee based on this "preliminary" estimate at the time a building permit is issued. The final fee amount to be paid by the applicant will be based on the actual numbers and types of plumbing fixture units installed as determined by City staff from a field count made of the project building(s) before certificate of occupancy PUBLIC WORKS DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022- 70370
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is granted. Any difference between the actual/field verified fixture unit count and the total amount paid will be reimbursed to the applicant. If additional connection fees are due, these shall be paid by the applicant to the City upon request. Any existing fixture units for which fees have been previously paid on the parcel will act as a credit against the amount to be paid.

78. Revision to Wastewater Design and Construction Standards – Slopes of Mains: the end of all mains shall terminate in a manhole rather than a cleanout, regardless of the downstream length to the next manhole.

The minimum slope for wastewater mains shall be 1 percent where the main has less than 10 residences connected to said main. In streets with grades of less than 1.5 percent, the engineer shall attempt to attain the maximum slope possible on wastewater mains in those streets.

Manholes: Standard Plates 17 through 20 are modified to provide that all joints between the barrel sections/riser shafts and/or cone sections shall be wrapped around the exterior circumference of the shafts with “Rub-R-Neck” and joints sealed with “Ram-Neck” mastic joint sealer (both as manufactured by the Henry Company Sealants Division, 1277 Boyles Street, Houston, Texas 77020) or approved equal. Manholes shall be negative pressure tested as specified in ASTM Designation C 1244-93.

Steps shall not be installed in the manholes.

Manhole frame and covers: The Alhambra A-1254 frame and cover specified on Standard Plate 17 shall have a cover diameter of 26¼ inches, along with lettering conforming to Section 3.10 of the City’s “Wastewater Design and Construction Standards”. A note shall be shown on the title sheet of the wastewater plans indicating the last two revisions mentioned above for manhole construction.

Development Engineering

79. Encroachment Permit – Where any construction occurs within public rightof-way, an encroachment permit shall be obtained, plan check and inspection fees paid, an approved traffic control submitted, and bond/security posted (if required) prior to initiating construction of any improvements.

80. Easement Conflicts – Applicant is encouraged to review the subject property’s title report and determine if proposed construction conflicts with existing easements.

81. Annexation to Lighting and Landscape District – In order to mitigate the impacts of this project and to have this project pay its fair share of maintenance costs for existing and future street lighting and landscape improvements that provide a benefit to the property, the applicant is hereby PUBLIC WORKS DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022- 70370
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notified, consents to and agrees that the real property subject to this entitlement will be annexed into the City’s Lighting and Landscape Assessment District No. 79-2 at the next annual renewal of the District (typically June of each year). Said annexation will occur only if the City has given final approval to this entitlement. Prior to the issuance of any City permit needed for this project, the applicant shall sign an annexation presubmittal form, as provided by the City, agreeing to the unconditional annexation of the real property to said District. Upon receipt of ballot(s) transmitted by the City in accordance with annexation proceedings, the applicant shall not oppose the assessment or the assessment formula for the subject property (as calculated in accordance with Article XIIID of the California Constitution), said ballot(s) shall be signed and returned to the City prior to the scheduled public hearing, per the instructions outlined on the ballot(s). An annual assessment may be placed on the tax rolls by the City. The applicant, and/or applicant’s successor in interest, heirs or assigns shall be responsible to pay all applicable charges for annexation of said property to said District.

82. Permission for Offsite Construction - Prior to the issuance of a grading permit, written permission for all proposed offsite construction along with any required easements from the owners of the affected property shall be submitted to the City Engineer.

83. Blasting - If blasting is found to be necessary within the tract boundaries, a modification to the grading permit shall be required, whereupon special provisions relating to the protection of adjacent residential areas from damage shall be made a part of said grading permit.

84. Hauling of Exported Materials – In the event this project will require the exporting of earth to or from the project site, prior to issuance of a grading permit the applicant shall submit a written plan to the Department for review and approval. Said plan shall detail the quantity of earth to be exported, the location from which or to which the earth will be removed or taken, the proposed haul routes to be used, the size and numbers of the trucks to be used, the proposed hours of operation (times of day, days of the week, and estimated number of days), the estimated number of round trip truck movements, the proposed methods to be utilized to keep the haul route clear of any dirt dropped along the route, and any other information as may be required by the Department.

85. Grading Permit and Soils Certification – The applicant shall prepare and submit final grading plans, improvement plans, erosion control plans, BMP improvement plans, geotechnical soils reports, supporting hydrology and hydraulic calculation reports, title report, and other items as required by the City Engineer in order to obtain a grading permit in accordance with the requirements of the City’s Grading Ordinance. Applicant shall also prepare and submit detailed erosion control plans for both phases of land PUBLIC WORKS DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022- 70370
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development; the pre-grading / site stabilization phase, as well as the post grading / building construction phase. The grading and improvement plans submitted to the City for plancheck shall at a minimum indicate all topography, proposed improvements, drainage features, water/wastewater connections and laterals, existing easements, interface with adjacent properties, storm drain and drainage systems, and street improvements.

All submittals shall include the completed public and private improvement cost estimate worksheets, the required plancheck and inspection fees, and the posting of the required grading bond prior to the start of any construction. After the grading is complete, the applicant shall submit a building pad compaction report and a rough grading certificate from the soils engineer prior to issuance of a building permit. Grading bonds shall be exonerated after satisfactory completion of the project punchlist items, which are generated after the applicant’s engineer provides a submittal of the final Record (as-built) Drawings.

86. On-site Run-off – On-site storm water shall be intercepted within the project boundaries in approved pick-up structures, treated and retained and/or conveyed to the nearest public street or existing storm drain system to the maximum extent practicable, as approved by the City Engineer (M.C. 7-3.09 and 7-3.21).

87. On-Site Drainage Design – Project design shall use the City of Thousand Oaks “Master Plan of Drainage” (2007) for the purpose of establishing onsite storm flows. The project lies within subarea 699B of said Master Plan, with Q10 = 1.76 cfs/Ac and Q100 = 2.96 cfs/Ac The cfs-per-acre unit discharge in the Master Plan shall be used when preparing the Q10 (developed) discharge flows and for the detention calculations up through Q100.

88. On-Site Drainage – Project design and engineering plans shall show drainage flows to street and/or yard drains and elevations.

89. Drainage Study – The applicant’s engineer shall prepare a hydraulic/ hydrology analysis for the project. The study shall include, but is not limited to addressing offsite tributary flows, retention/detention, inlet hydraulics and storm drains and appurtenances intended to convey and treat project storm discharges. The focus of the study is to ensure the existing conveyances possess sufficient capacity to pass the Q10 (developed) and to demonstrate that no new flooding will occur adjacent to or upon the property during a Q100 event as a result of development. The study shall be subject to the review and approval of the City Engineer prior to grading permit issuance.

90. On-site Ribbon Gutters – The City prohibits the use of ribbon gutters and encourages the use of graded parking lots with perimeter curb and gutter to convey flow away from pedestrian pathways. Parking lot and drive drainage shall conform to this standard. The use of ribbon gutters will only be PUBLIC WORKS DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022- 70370
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considered under special circumstances as determined by the Public Works and Community Development Directors (MC 9-4.2405).

91. Service Area Drainage – Drainage from the service bays, including aprons and exterior areas surrounding, shall be kept separate from all stormwater drainage. No stormwater shall be allowed to run on to service bays or other service areas. All drainage from service areas shall be connected to a sand and oil separator/clarifier, the design for which shall be submitted for review by the Building Division of the Community Development Department and by the Public Works Department, prior to discharge into the wastewater system. All repairs involving fluids or wet processes (e.g., oil changes, brake system bleeds, wet sanding) shall be conducted in interior or covered areas.

92. Detention of Onsite Storm Flows – The applicant’s engineer shall prepare a hydraulic/hydrology analysis for the site and design onsite catch basin(s) and conveyances which will pass only the Q10 (developed) flows into the public storm drain system. All flows in excess of Q10 (developed) up to and including Q100 (developed) must be detained on-site. A simplified detention method is available for this site.

93. Existing Improvements – Existing improvements fronting the project shall conform to minimum City standards, and if deemed necessary by the City Engineer, shall be repaired or replaced.

94. Upgrade of Existing Driveways - The applicant shall remove and replace the existing driveway apron for the project entrance and the adjacent driveway apron to Cal-Am’s water tank with a driveway meeting the requirements of Road Standards Plate No. 6-1 and 6-5. A median separating the two driveways shall be constructed behind the sidewalk.

95. On-site Improvement / Paving Permit – The applicant shall submit for and obtain an on-site paving and improvement permit. An approved pavement section from the registered soils engineer of record shall accompany the permit application, along with payment of plan check and inspection fees, prior to initiating the construction of on-site parking, paving, and/or drainage improvements (M.C. 9-4.2405).

96. Public Service Easement - A six-foot wide Public Service Easement (PSE) adjacent to the public street right-of-way shall be dedicated to the City of Thousand Oaks prior to final inspection.

National Pollutant Discharge Elimination System

97. NPDES Permit Compliance – Development shall be undertaken in accordance with conditions and requirements of the Ventura Countywide Stormwater Quality Management Program, National Pollutant Discharge PUBLIC WORKS DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022- 70370
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Elimination System (NPDES) Permit No. CAS004002. The project shall employ NPDES best management practices in accordance with the latest applicable version of the Countywide Stormwater Program “Technical Guidance Manual” and the California Stormwater Quality Association (CASQA) “BMP Handbooks” and/or other approved reference documents cited in Permit No. CAS004002 (M.C. 7-8.302).

98. Compliance with SQUIMP – Prior to initial submittal of site improvement plans, the applicant shall comply with all design requirements of the Stormwater Quality Urban Impact Mitigation Plan (SQUIMP) provisions issued to the City of Thousand Oaks in Stormwater Permit CAS004002.

The SQUIMP provisions apply based upon the following criteria: parking lot and drive/access surfaces comprising 5,000 sq. ft. or more. The provisions applicable to all SQUIMP categories include detention to Q10-developed maximum discharge, conserving natural areas, minimizing pollutants of concern, protecting slopes and channels, providing storm drain signage & stenciling, properly designing outdoor material storage areas, properly designing trash enclosures, furnishing proof of on-going BMP maintenance, and properly designing structural or treatment control BMP’s. The applicant is required to use the Countywide Stormwater Program “Technical Guidance Manual for Stormwater Quality Control Measures” (July 2002) as the basis of NPDES mitigation design.

99. SQUIMP Parking Lot Design Provisions – To minimize the offsite transport of pollutants from parking surfaces (such as heavy metals, oils, grease, and hydrocarbons), the following design criteria are required:
x Reduce impervious land coverage of parking areas
x Infiltrate runoff before it reaches the storm drain
x Treat runoff before it reaches the storm drain system The maintenance of all associated source control (prevention) and treatment control best management practices shall be assured. 100. Inlet Labels – All on-site drain inlets, whether newly constructed or existing, shall be labeled “Don’t Dump - Drains to Creek” in accordance with City requirements prior to final acceptance.
101. Trash/Recycling Areas – The applicant shall provide an adequately sized and properly placed trash enclosure space in order to house a minimum of three bins. One (1) trash bin, one (1) recycling bin, and one (1) organics bin.

The enclosure shall be located in a suitable area of the project site. Trash enclosures and/or recycling area(s) shall be covered and shall be designed in accordance with the City’s latest Refuse Enclosure Space Requirements.

Receptacles for trash and recyclables shall be available within each enclosure. All litter/waste material shall be kept in leak proof containers.

Area(s) shall be paved with impermeable material and include zero-slope PUBLIC WORKS DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022- 70370
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upon interior slabs. No other area shall drain onto these areas. The trash enclosure and/or recycling area(s) shall not drain to the storm drain system nor the sanitary sewer, shall not have a hose-bib or other water supply, and all cleaning shall be performed using dry cleanup methods. The trash enclosures and their placement shall be designed to accommodate the above considerations, as well as access requirements of the City’s waste hauler. Compactor units that are self-contained and watertight may remain exposed to rainfall provided the surrounding area is frequently inspected and cleaned.
102. Fueling or Maintenance Areas - Vehicle and/or equipment fueling, or maintenance areas shall be completely covered, unless specifically exempted by the Public Works Department. These areas shall be constructed on impermeable pavement and shall be designed and graded to prevent run-on and run-off. No drains shall be installed in these areas. 103. Vehicle/Equipment Wash Areas - The truck wash area shall be fully covered, equipped with a clarifier or other pre-treatment facility, and provide for all accumulated wastewater to be intercepted and treated with the use of Best Management Practices (BMPs) prior to discharge to the wastewater system. The final design must be submitted to the Public Works Department for review and approval prior to the issuance of a building or grading permits. 104. Spill Cleanup - The facility shall have a spill cleanup plan. The fuel dispensing areas shall be dry swept routinely. Dispensing equipment must be inspected routinely for proper functioning and leak prevention. 105. Properly Designed Repair/Maintenance Bays - To avoid storm water contact with oil, grease, solvents, battery acid, coolant, concentrations of brake dust and gasoline, the following design requirements shall be incorporated into repair /maintenance bay design:
x All repair and maintenance work to be situated indoors; x Capture and collect all fluid leaks and spills
x No connection to storm drain permitted
All wastewater drainage from service covered and indoor service areas shall be connected to a sand and oil separator/clarifier, the design for which shall be submitted for review by the Building Division of the Community Development Department and by the Public Works Department, prior to discharge into the wastewater system.
106. Site Erosion / Pollutant Runoff Control - The applicant shall design and install all required erosion control measures to prevent the migration of soil, pollution or debris onto the public right-of-way or storm drains during the construction and grading operations. Said erosion control plans shall be in accordance with the California Stormwater Quality Association, Stormwater PUBLIC WORKS DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022- 70370
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Best Management Practice Handbook for Construction (latest edition), and submitted to the Department for review and approval prior to issuance of any paving, grading or encroachment permits. All erosion control measures shall be subject to modification by the Department, as field conditions warrant.
107. Permanent Stormwater Facilities – Parking and associated drive areas, material storage and handling areas, delivery areas, loading docks and outdoor work areas shall be designed to minimize degradation of stormwater quality. Best Management Practices, such as oil/water separators, sand filters, landscaped areas for infiltration, basins or approved equals, shall be installed to mitigate pollutants, to the maximum extent practicable, from discharging to the storm drain system. The design must be submitted to the Public Works Department for review and approval prior to the issuance of a paving permit.
108. BMP Sizing Requirements – Prior to issuance of a grading/paving permit, the project’s engineer shall prepare analyses to demonstrate that the proposed Best Management Practices (BMP’s) for stormwater treatment will mitigate pollutants of concern. The analyses shall include calculations demonstrating that the selected BMP’s must satisfy one of the following sizing criteria:

Treat the storm flow equivalent to ten percent (10%) of the 50-year peak flow; or
Treat the volume of annual runoff (based upon the unit storage water quality volume) to achieve 80 percent or more volume treatment by the method recommended in the “California Stormwater Best Management Practices Handbook – Industrial / Commercial (1993)” and the “Ventura Countywide Stormwater Quality Management Program Technical Guidance Manual for Stormwater Quality Control Measures (2002).”
109. Stormwater Pollution Prevention Plan and Notice of Intent (SWPPP)– Prior to the issuance of any grading permit and/or the commencement of any clearing, grading or excavation for all projects that disturb over 1 acre, the applicant/owner shall submit a Notice of Intent (NOI) to the California State Water Resources Control Board, Storm Water Permit Unit, in accordance with the NPDES Construction General Permit (No. 2009-009- DWQ including amendments). The applicant/owner shall provide the City with a WDID number or proof of the NOI submittal. The applicant/owner shall comply with all additional requirements of this General Permit including preparation of a Stormwater Pollution Prevention Plan (SWPPP). The SWPPP shall be prepared by a certified QSD, fully comply with RWQCB requirements and contain specific BMPs to be implemented during project construction to reduce erosion and sedimentation to the maximum extent practicable. A copy of the adopted SWPPP shall be maintained in the PUBLIC WORKS DEPARTMENT CONDITIONS FOR DP 2021-70408 and PTP 2022- 70370
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construction site office at all times during construction and the site superintendent shall use the plan to train all construction site contractors in site Best Management Practices prior to starting work on the site. At a minimum, the following BMPs and requirements shall be included:

1. Pollutant Escape: Deterrence

2. Pollutant Containment Areas

3. Pollutant Detainment Methods

4. Sediment control and capture

5. Erosion Control / Dust Control

6. Recycling/Disposal

7. Hazardous Materials Identification and Response
110. Deed Restriction Regarding Best Management Practices (BMPs) – Prior to issuance of occupancy, the applicant/owner shall record a Stormwater Covenant and Deed Restriction, requiring all property owners and their successors in interest to assume all duties and responsibilities for ongoing maintenance of all onsite permanent stormwater BMP’s, including, but not limited to, maintenance of all Best Management Practice and any and all equipment which is required for implementation of Best Management Practices. Contained within the Covenant and Deed Restriction must be a description of the BMP’s that are being provided as part of the project, a description of the inspection and maintenance requirements and procedures, and a site map indicating the location of the BMP’s to be maintained. The draft language and contents included in the Covenant and Deed Restriction shall be submitted to the City Attorney’s Office and Public Works Department for review and approval prior to issuance of building/paving/grading permits (MC 7-8.401(c)).

Traffic Division
111. Traffic Mitigation Fees – The developer acknowledges that the subject development will impact traffic and therefore agrees to provide for the mitigation by depositing with the City of Thousand Oaks the appropriate non-refundable fees no later than prior to the issuance of building permits. 112. Bicycle Racks – Prior to building occupancy one (1) bicycle rack shall be installed to accommodate a total of at least two bicycles. The racks shall be provided near building entrances in a manner acceptable to the City Engineer.

CITY/COUNTY/AGENCY FEES
113. Police, Fire Department, Ventura County Watershed Protection District, Conejo Recreation and Park District and Conejo Valley Unified School District Fees – All required fees shall be paid prior to the issuance of a Building Permit. Notification in writing by these agencies confirming payment shall be submitted to the Community Development Department.

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FIRE DEPARTMENT CONDITIONS
114. Very High Fire Hazard Severity Zone - This project is in a Very High Fire Hazard Severity Zone and all structures shall meet hazardous fire area building code requirements. Contact the Building Department for requirements.
115. Fire Department Clearance - Applicant shall submit VCFD Form #610, Fire Permit Application, prior to obtaining a building permit for any new structures.
116. Fire-Flow (Commercial, Industrial, Multi-family buildings) - The minimum fire-flow required shall be determined as specified by the current adopted edition of the California Fire Code Appendix B with adopted Amendments and the applicable Water Works Manual for the jurisdiction (whichever is more restrictive). The applicant shall verify that the water purveyor can provide the required volume and duration for the project prior to obtaining a building permit by having them fill out VCFD Form #625, FireFlow Verification. 117. Access Point(s) on Roads - Roads shall be provided such that any portion of the exterior walls, at grade level, of a building or structure, is not more than 150 feet from a road as measured by an approved route around the exterior of the building. Exception: The distance shall be permitted to be extended to 250 feet when the building is protected by an automatic fire sprinkler system in accordance with NFPA 13 and provided with an approved access walkway leading from the road to the exterior openings around the structure.
118. Access Road and Private Roads Width - Private roads shall comply with the City of Thousand Oaks Public Road Standards.
x Access road width of 24-feet shall be required with no on-street parking permitted.
x Where one-way traffic and off-street parking occurs, a 20-foot driveway width shall be provided.
119. Turning Radius - The access road shall be of sufficient width to allow for a 40-foot centerline turning radius at all turns in the road. 120. Road Surface Construction and Grade Limitations - Fire apparatus access roads serving commercial and industrial occupancies shall have a structural cross section and surface complying with the public road standards for the jurisdiction in which the project is located and grades shall not exceed 10%.

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121. Vertical Curve - The vertical curve of a fire apparatus access roads serving commercial and industrial occupancies shall not allow for transitions between grades that exceed 6% elevation change along any 10-foot section. These transitions shall include angle of approach, angle of departure, and high centering of fire apparatus.
122. Vertical Clearance - All access roads/driveways shall have a minimum vertical clearance of 13 feet 6 inches (13' 6"). Clear of building to sky. 123. Construction Access Utilities - Prior to combustible construction, all utilities located within the access road and the first lift of the access road pavement shall be installed. A minimum 20-foot clear width shall remain free of obstruction during any construction activities within the development once combustible construction starts.
124. Access Road Certification - The access road(s)/driveway(s) inclusive of bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders, shall be certified by a registered civil engineer as having an all-weather surface in conformance with the City of Thousand Oaks Public Works and/or Fire District standards. This certification shall be submitted to the Fire District for review and approval prior to occupancy. 125. Access Road Gates - Any gates to control vehicle access are to be located to allow a vehicle waiting for entrance to be completely off the intersecting roadway. A minimum clear open width of 15 feet in each direction shall be provided for separate entry/exit gates and a minimum 20 for combined entry/exit gates. If gates are to be locked, a Knox system shall be installed.

The method of gate control, including operation during power failure (battery back-up), shall be subject to review by the Fire Prevention Division. Gate plan details shall be submitted to the Fire District for approval prior to installation. A final acceptance inspection by the Fire District is required prior to placing any gate into service.
126. Fire Lanes - Prior to construction the applicant shall submit two (2) site plans to the Fire District for approval of the location of fire lanes. Prior to occupancy, all fire lanes shall be posted “NO PARKING-FIRE LANE-TOW AWAY” in accordance with California Vehicle Code, the California Fire Code and current VCFPD Fire Lane Standards. All signs and or Fire Lane markings shall be within recorded access easements.
127. Fire Hydrant(s) Required - Fire hydrant(s) shall be provided in accordance with current adopted edition of the California Fire Code, Appendix C and adopted amendments. On-site fire hydrants may be required as determined by the Fire District.

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128. Fire Hydrant Design (Commercial, Industrial, Multi-family buildings) - Fire hydrants shall be installed and in service prior to combustible construction and shall conform to the minimum standard of the California American Water Company and the following.
x Each hydrant shall be a 6-inch wet barrel design and shall have one 4-inch and two 2 ½-inch outlets.
x The required fire flow shall be achieved at no less than 20-psi residual pressure.
x Fire hydrants shall be spaced 300 feet on center and so located that no structure will be farther than 150 feet from any one hydrant.
x Fire hydrants shall be set back from the curb face 24 inches on center.
x No obstructions, including walls, trees, light-posts, signposts, and meters shall be placed within three feet of any hydrant. x A concrete pad shall be installed extending 18 inches in all directions from the fire hydrant.
x Ground clearance to the lowest operating nut shall be between 18 to 24 inches
129. Fire Sprinklers - All structures shall be provided with an automatic fire sprinkler system in accordance with current VCFPD Ordinance at time of building permit application.
130. Water System Plans - Plans for water systems supplying fire hydrants and/or fire sprinkler systems and not located within a water purveyor’s easement, shall be submitted to the Fire District for review and approval prior to issuance of grading and/or building permits or signing of Mylar plans, whichever is first. Plans shall reflect only dedicated private fire service lines and associated appurtenances. Plan shall be design and submitted with the appropriate fees in accordance with VCFPD Standards

14.5.3 and 14.7.2.
131. Fire Alarm System - A fire alarm system shall be installed in all buildings in accordance with California Building and Fire Code requirements. 132. Fire Alarm/Sprinkler Monitoring Plans - Plans for any fire alarm system or sprinkler monitoring system shall be submitted, with payment for plan check, to the Fire District for review and approval prior to installation. 133. Fire Code Permits - Applicant and/or tenant shall obtain all applicable Operational Fire Code Permits prior to occupancy or use of any system or item requiring an operational permit in accordance with Section 105 of the California Fire Code.

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134. Emergency Lighting and Exit Signs - Emergency lighting and exit signage shall be installed in all buildings in accordance with California Building Code and California Fire Code requirements.
135. Fire Extinguishers - Fire extinguishers shall be installed in accordance with California Building Code and California Fire Code requirements. The placement of extinguishers shall be subject to review by the Fire District. 136. Walkways - Approved walkways shall be provided from all building openings to the public way or fire department access road/driveway. 137. Address Numbers (Commercial, Industrial, Multi-family buildings) - Building address numbers, a minimum of ten inches (10") high, shall be installed prior to occupancy, shall be of contrasting color to the background, and shall be readily visible at night. Brass or gold-plated numbers shall not be used. Where structures are set back more than 150 feet from the street, larger numbers will be required so that they are distinguishable from the street. In the event a structure(s) is not visible from the street, the address number(s) shall be posted adjacent to the driveway entrance on an elevated post. Individual unit numbers shall be a minimum of 4 inches in height and shall be posted at the front and rear entrance to each unit. Additional address directional signs may be required at common building entrances and stairways.
138. Accessory Room Door Labeling - All accessory room doors shall be labeled on the doors indicating use of the room (i.e., Electrical Room, Riser Room, Fire Alarm Panel Inside, Storage Room, Janitor, Roof Access, etc.). 139. Knox Device - Exterior access leading to fire sprinkler riser rooms and alarm control panels shall be provided with a Knox Box for emergency access
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POLICE DEPARTMENT CONDITIONS
140. Door Security Hardware – Exterior double doors shall have an astragal constructed of steel or aluminum a minimum of .125” thick, which will cover the opening between the doors. The attachment of the astragal shall comply with all applicable provisions of the Fire Code. Exterior, outward opening single doors shall have the appropriate type of latch guard installed so as to prevent the violation of the latch and strike. The latch guard shall be a minimum of .125” thick and extend a minimum of six inches above and below the door latch or deadbolt. Doors utilizing rim and cylinder locks shall have heavy-duty cylinder guards installed. All outward opening exterior doors shall have hinges equipped with non-removable hinge pins or a mechanical interlock (set screws) to prevent removal of the door from the outside by removing the hinge pins.
141. Lighting – Weather and breakage resistant covers shall protect all exterior lighting. Exterior lighting fixtures will be fully enclosed to minimize tampering and breakage. After hours exterior lighting shall provide sufficient illumination to allow viewing of the exterior of the buildings and parking areas. Interior after hours lighting is also highly recommended. The use of metal halide fixtures or Light-Emitting Diode (LED) is preferred over highpressure sodium fixtures, since metal halide and LEDs provide superior illumination and color rendition.
142. Landscaping – Landscaping shall not cover, nor partially cover any exterior door or window. Landscaping, including trees, will not be placed directly under any overhead lighting that could cause loss of light at ground level.

All landscaping will be kept trimmed in order to provide an unobstructed view of the parking areas and building from adjacent streets. The standard CPTED (Crime Prevention Through Environmental Design) landscaping rules of “two foot / six foot” shall apply to the property (No shrubbery shall be higher than 2 feet and lower the tree canopy shall not grow below 6 feet).

This will reduce concealment areas and keep the area well-lit during darkness hours.
143. Address Identifiers – The tenant will display the name of their business and address on main entrances and service doors.
144. Utility Rooms and Enclosures – All exterior utility rooms and enclosures containing electrical and telephone equipment shall be kept locked at all times.
145. Trash Enclosures – Exterior trash enclosures shall be kept closed and locked during non-business hours to discourage, loitering, illegal dumping and theft. 146. Other Security Concerns – The business will correct any safety or security concerns upon written notice by the Thousand Oaks Police Department. 
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JRMA 2022 All Rights Reserved ©
Proposed VehicleHauling Facility
2550 Conejo Center Drive, Thousand Oaks, CA
Job No.5698

02.28.2022 A1.1
N
TRUE
NORTH
SCALE: 1"=40'-0"
    





















CONCEPTUAL SITE PLAN - SCHEME 9
 






PROJECT SUMMARY
         

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

PROJECT SUMMARY
  
 

N
TRUE
NORTH
SITE

LOCATION

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

EXISTING

BUILDING

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

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

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
     

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$77$&+0(17

RECEIVED
February 28, 2022

CITY OF THOUSAND OAKS

COMMUNITY DEVELOPMENT
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PROPOSED VEHICLE MAINTENANCEFACILITY
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PROPOSED VEHICLE MAINTENANCEFACILITY
Job No. 5698
12/21/21
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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 POLETYP 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

0.90.90.90.80.70.70.60.60.70.40.40.60.71.21.01.01.01.11.31.41.21.01.21.51.61.92.0 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

1.11.10.90.80.70.70.60.60.60.30.30.40.50.60.80.91.21.51.20.90.91.01.31.41.5 1.2

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 1.51.61.51.00.70.60.60.50.30.40.50.60.80.91.01.01.00.90.70.81.01.51.61.92.2

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

2.11.9 1.80.30.40.40.50.50.60.70.91.01.01.01.00.80.81.01.01.01.11.01.31.71.81.4

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 1.21.51.61.40.40.40.40.50.70.80.81.01.11.31.71.41.00.90.80.81.41.81.71.51.41.41.61.92.1

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 0.41.01.00.80.60.40.40.40.40.50.60.80.91.01.01.11.11.2

1.21.11.01.00.90.80.92.32.21.81.41.31.31.41.61.81.5 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 0.81.51.61.30.80.50.40.40.40.40.40.40.40.40.50.60.70.91.11.31.21.21.21.21.21.21.11.11.11.00.90.80.60.71.11.11.31.51.82.11.91.40.8

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

1.71.81.51.20.70.71.00.90.60.50.50.60.70.80.80.70.70.60.60.60.70.80.91.01.11.11.21.21.21.21.11.11.21.21.01.01.01.01.01.11.31.3 1.61.61.51.40.80.50.60.50.40.5

0.60.71.0 1.11.00.80.80.70.60.60.70.70.80.91.01.11.51.41.21.11.11.11.11.11.01.01.01.01.11.10.9

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

1.62.11.91.61.10.50.30.30.40.50.70.80.90.91.00.90.80.80.70.60.60.60.60.70.80.90.90.90.91.01.01.01.01.11.11.31.41.41.51.61.5 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

1.72.01.61.30.60.30.30.40.50.70.80.91.21.51.00.80.70.60.60.60.60.60.60.60.70.80.91.01.11.01.01.01.00.90.80.81.11.51.61.51.2 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

2.51.81.51.20.70.40.40.40.50.60.70.80.80.80.70.70.60.60.60.50.50.50.50.60.70.91.21.51.1 0.90.90.90.91.01.21.31.61.51.20.9

1.51.51.20.90.50.40.40.40.50.60.70.70.70.70.7 0.70.60.60.60.50.50.50.60.70.80.91.00.90.91.01.21.41.51.51.51.61.3

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 0.80.80.90.90.80.90.60.40.40.50.60.60.70.80.80.80.70.60.50.40.40.40.50.60.60.70.70.80.91.11.41.72.02.4

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

1.51.51.20.90.70.70.70.70.70.70.60.50.40.40.40.50.70.91.31.71.82.3 1.11.00.90.90.91.11.10.70.60.50.40.30.30.40.60.81.01.21.21.3

0.70.90.91.11.31.4 1.10.80.50.40.30.40.70.90.90.80.60.3

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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Attachment 1 – Additional Corporation Information in Support of “Application for Appealing to the Planning Commission a Decision of the Community Development Department” Appellant: G.I. Industries dba Waste Management
Directors / Officers:
x Director and President:

Michael S. Hammer
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Director, Vice President, and
Secretary:

Courtney A. Tippy
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Vice President:

Joseph J. Cassin
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Vice President:

Douglas E. Corcoran
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Vice President and Assistant
Secretary:

Peter J. Demolder
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Vice President and Assistant
Treasurer:

Mark A. Lockett
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Vice President, Chief Financial
Officer, and Controller:

Leslie K. Nagy
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Vice President and Treasurer:

David L. Reed
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Vice President:

James A. Wilson
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Assistant Treasurer:

Jeff R. Bennett
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Assistant Secretary:

Catherine Riegle Finley
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Assistant Secretary:

Asteghik Khajetoorians
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
x Assistant Secretary:

Robert E. Longo
800 Capitol Street, Suite 3000
Houston, Texas 77002
United States of America
5(0<0226(0$1/(<$33($/
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April 4, 2022

VIA ELECTRONIC MAIL
[email protected]
[email protected]
Honorable Chairman Newman
Honorable Planning Commissioners
Planning Commission
City of Thousand Oaks
2100 Thousand Oaks Blvd.

Thousand Oaks, CA 91362
Re: Appeal of March 24, 2022 Administrative Hearing Officer Approval of Development Permit (DP) 21-70408 for 2498 and 2550 Conejo Center Drive (APNs 667-0-080-015 and 667-0-080-035)

Dear Honorable Chairman Newman and Planning Commissioners:

On behalf of our client G.I. Industries dba Waste Management (“WM”), we hereby appeal the March 24, 2022 decision of the Administrative Hearing Officer to approve the above referenced Development Permit (DP) which, as described by City staff, would allow the construction of a 21,440 square foot waste-collection truck dispatch center, offices, truck maintenance and storage area, and compressed natural gas (“CNG”) re-fueling facility (the “Project”).

I. Environmental review of the Project is required under CEQA.

As detailed in our March 24th comment letter and supporting attachments addressed to Mr. Geoff Ware, Administrative Hearing Officer (“AHO Letter”), 1 the City must require the preparation of at least some form of environmental review of the Project pursuant to the California Environmental Quality Act (“CEQA”) (Pub. Resources Code, § 21000 et seq.). This is because there is a reasonable possibility that the construction and operation of the Project will have a significant effect on the environment due to unusual circumstances.
1 A full and complete copy of our March 24th comment letter with supporting attachments is included with this appeal as Exhibit 2 and is hereby incorporated by reference as if fully set forth herein. All issues raised in the March 24th comment letter, including the expert comment letters prepared by Mr. Neal Liddicoat and Mr. Scott Cashen, are also raised in this appeal for the Planning Commission’s consideration.

Andrea K. Leisy
[email protected]
Honorable Chairman Newman
Honorable Planning Commissioners
April 4, 2022

Page 2 ends

Thousand Oaks City CouncilMarch 24, 2026

Thousand Oaks City Council
March 24, 2026