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AGENDA REPORT 2022 0628 REG PC ITEM 08B
CITY OF MOORPARK, CALIFORNIA Planning Commission Meeting of June 28, 2022 ACTION: Approved Staff Recommendation, Including Adoption of Resolution No. PC-2022-673. BY: J. Lugo A.Consider a Resolution Recommending City Council Approval of Commercial Planned Development No. 2021-01 and Vesting Tentative Tract Map No. 2021-02 for Tract No. 6068, to Subdivide the Property Into One Common Area Lot and Seven Commercial Lots and to Allow the Development of Seven Freestanding Office Buildings Totaling 28,955 Square Feet, and Related Site Improvements on 2.59 Acres of Property, Located at 858 Patriot Drive, and Making a Determination of Exemption Pursuant to the California Environmental Quality Act (CEQA) in Connection Therewith, on the Application of Martin Teitelbaum on Behalf of Patriot Investors, LP. Staff Recommendation: 1) Open the public hearing, receive public testimony, and close the public hearing; and 2) Adopt Resolution No. PC-2022-673 recommending that the City Council approve Commercial Planned Development (CPD) No. 2021-01 and Vesting Tentative Tract Map No. 2021-02 (VTTM 6068). (Staff: Shanna Farley) Item: 8.B. Item: 8.B. MOORPARK PLANNING COMMISSION AGENDA REPORT TO: Honorable Planning Commission FROM: Shanna Farley, Principal Planner DATE: 06/28/2022 Regular Meeting SUBJECT: Consider A Resolution Recommending City Council Approval of Commercial Planned Development No. 2021-01 and Vesting Tentative Tract Map No. 2021-02 for Tract No. 6068, to Subdivide the Property Into One Common Area Lot and Seven Commercial Lots and to Allow the Development of Seven Freestanding Office Buildings Totaling 28,955 Square Feet, and Related Site Improvements on 2.59 Acres of Property, Located at 858 Patriot Drive, and Making a Determination of Exemption Pursuant to the California Environmental Quality Act in Connection Therewith, on the Application of Martin Teitelbaum on Behalf of Patriot Investors, LP STAFF RECOMMENDATION 1.Open the public hearing, receive public testimony, and close the public hearing; and 2.Adopt Resolution No. PC-2022-673 recommending that the City Council approve Commercial Planned Development (CPD) No. 2021-01 and Vesting Tentative Tract Map No. 2021-02 (VTTM 6068). BACKGROUND AND PROJECT DESCRIPTION On September 22, 2021, Patriot Investors, LP (Applicant) submitted an application for a CPD to develop seven freestanding office shell buildings totaling 28,955 square feet. The request also includes VTTM 6068 to subdivide the property into one common area parcel and seven commercial lots (Proposed Project, Project). The Project Site includes 2.59 acres, located on a pre- graded pad, located at 858 Patriot Drive, east of Miller Parkway (Assessor Parcel No. 512-0-430- 015)(Project Site, Site) as shown on Attachment 1.Detailed exhibits identifying the project area and conceptual improvements are included with Attachment 2 and as shown on Figure 1. Figure 1 Project Site Plan 1 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 2 The Project Site is located in the Carlsberg Specific Plan (CSP) and was previously entitled in 2003 via Industrial Planned Development (IPD) Permit No. 2000-01 and Tentative Tract Map No. 5226, approved on March 19, 2003 (Figure 2). The previous entitlement included a 35,523 square-foot industrial office building. Of the eight lots associated with Tract 5226, Lot 1 and Lot 4 remain undeveloped, while the other six lots have been developed with office buildings. The site is relatively flat and predominantly free of established vegetation, consisting of scattered non-native grasses and shrubs. The Project Site was previously rough graded at the time that developments associated with Tract No. 5226 began construction. On April 18, 2007, the City Council approved Modification No. 1 to IPD No. 2000-01, as part of Resolution No. 2007-2579, to allow modifications to the previously approved site plans, which allowed the incorporation a Home Depot store on Lot 4, and to allow construction of industrial and office buildings on the remaining seven lots. As part of the approval, the Council clarified the application of setbacks prescribed in the CSP. As noted in the CSP, business park designated land requires the following setbacks: • Front – 20% of lot width or depth with a minimum of 30 feet (30’); • Side – 15 % of lot width or depth with a minimum of 30’ for the side, • Exterior (Street) Side - 10% of lot width or depth with a minimum of thirty 30; and , • Rear – 15 % percent of lot width or depth with a minimum of 10 ’ feet for the rear setback. Figure 2 Tract Map 5226 2 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 3 As part of the CSP, the setbacks were designed to have been measured from the property lines existing at the time of approval of the CSP, as there was no anticipation of internal subdivision of the commercial /industrial areas with additional internal streets. As such, the required front setbacks are to be measured from Miller Parkway, State Route 23, and Los Angeles Avenue. Building setbacks from internal private streets and drives, because of their individual size and orientation, may be reduced. As such the City Council confirmed that a 20-foot landscaped building setback is appropriate for Patriot Drive. The application of this determination related to setbacks has been incorporated in the report and further discussed in the analysis section below. EXISTING AND SURROUNDING LAND USES A summary of the land use, general plan, and zoning designations of the subject and adjacent properties is provided below in Table 1 and as shown on Attachment 1: Table 1 General Plan, Zoning and Existing Land Use Direction General Plan Zoning / Specific Plan Existing Land Use Project Site SP 92-1 Carlsberg Specific Plan, Sub-Regional Retail/ Commercial / Business Park Undeveloped North SP 92-1 Carlsberg Specific Plan, Sub-Regional Retail/ Commercial / Business Park Moorpark Marketplace Shopping Center South SP 92-1 Carlsberg Specific Plan, Sub-Regional Retail/ Commercial / Business Park / Open Space Office Buildings / Open Space East SP 92-1 Carlsberg Specific Plan, Sub-Regional Retail/ Commercial/ Business Park Office Buildings / Undeveloped West SP 92-1 Carlsberg Specific Plan, Single Family, Sub-Regional Retail/ Commercial / Business Park / Open Space Single-Family Residential / Open Space / The Village at Moorpark Shopping Center ANALYSIS General Discussion: The Project consists of the construction of seven shell office buildings, which would range in size from 2,873 square feet to 4,863 square feet. The proposed occupants of the Project are not known at this time. Each office building would be associated with its own 3 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 4 lot and the project would incorporate Covenants, Conditions and Restrictions (CC&Rs) managed by a Property Owners Association. The site would be served by 120 parking spaces and one loading space. The Project would incorporate a common access driveway, which circles the building pad area. The Project would also incorporate 26,982 square feet of landscaped area. Attachment 2 and Figure1 identifies general the layout of the Proposed Project. General Plan and Specific Plan Consistency: General Plan The General Plan land use designation for the Project Site is SP 92-1 for the CSP, originally adopted in 1990. The CSP designation allows for a variety of uses including commercial, residential, office, open space, and institutional uses. Consistency with the CSP is described further below. The Project is consistent with the following General Plan goals and policies: Land Use Element: Goal 1: Attain a balanced City growth pattern which includes a full mix of land uses. Policy 1.1: New development and redevelopment shall be orderly with respect to location, timing, and density/intensity; consistent with the provision of local public services and facilities; and compatible with the overall suburban rural community character. Policy 1.4: New development and redevelopment shall be coordinated so that the existing and planned capacity of public facilities and services shall not be adversely impacted. Policy 1.5: A comprehensive planning approach for undeveloped areas of the community shall be followed, to prevent disjointed, incremental expansion of development. GOAL 7: Provide for a variety of commercial facilities which serve community residents and meet regional needs. Policy 7.1: Commercial development should be clustered in compact areas, rather than extended along streets and highways (i.e., strip commercial development). GOAL 8: Provide for new commercial development which is compatible with surrounding land uses. Policy 8.1: New commercial uses shall be compatible in scale and character with all adjacent commercial uses. 4 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 5 Policy 8.2: Commercial development shall incorporate design features such as walls, landscaping, and setbacks, and include height and lighting restrictions so as to minimize adverse impacts on adjacent uses and enhance the visual characteristics of the area. Policy 8.3: Automobile and truck access to commercial properties shall be located so as to minimize impacts to adjacent uses. Policy 8.4: Commercial uses shall be well maintained to enhance t he visual characteristics of the area. GOAL 12: Ensure that a full range of public facilities and services are provided to meet the needs of the community. Policy 12.6: Developers of new commercial and industrial buildings or expansion projects shall be required to pay the established fee for City park and recreation facilities and services. GOAL 16: Enhance and maintain the suburban/rural identity of the community. Policy 16.1: For each existing neighborhood the overall theme(s) and character shall be maintained or enhanced. Redevelopment and/or infill projects shall be consistent with the theme and character of the area. GOAL 17: Enhance the physical and visual image of the community. Policy 17.1: New development shall be compatible with the scale and visual character of the surrounding neighborhood. Policy 17.5: New development should incorporate a variety of landscape architecture themes and techniques to help organize and delineate land uses and to enhance the overall visual quality of the City. Policy 17.6: Enhanced landscaping shall be used around residential, commercial, and industrial buildings and parking areas as well as along easements of flood control channels, roadways, railroad right of ways, and other public and private areas, to soften the urban environment and enhance views from roadways and surrounding uses. Circulation Element: Goal 2: Provide a circulation system which supports existing, approved, and planned land uses throughout the City while maintaining a desired level of service on all streets and at all intersections. 5 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 6 Policy 2.11: Adequate off-street parking shall be provided in all new or expanded projects as part of construction. Goal 5: Provide a citywide system for safe, efficient, and attractive bicycle and pedestrian routes for commuter, school, and recreational use. Policy 5.6: Bicycle racks shall be required, and storage facilities shall be encouraged at new or modified public, commercial, and industrial building sites. Carlsberg Specific Plan The CSP addresses development of roughly 500 acres of land, located west of the State Route 23, south of State Route 118 / Los Angeles Avenue, east of Spring Road, and north of Tierra Rejada Road. The CSP establishes tailored development and land use standards and is intended to ensure a comprehensive plan for the development of the area and a cohesive and balanced mix of uses. The CSP replaces traditional zoning standards for properties within the specific plan area, except as noted in the CSP. The CSP land use designation identifies the Project Site is as “business park”. Permitted uses outlined in the CSP include: permitted office uses in the CSP Business Park designation include medical, personal service, and professional office uses, including but not limited to architectural, doctors and real estate service offices. The Applicants intended occupants of the site may include offices associated with medical, financial, legal or research related uses. Future uses of the Project Site would be required to meet the development standards of the CSP Project, as described in more detail throughout this report and consistent with the CSP. In general, the Project’s anticipated office use of the Project Site is consistent with the intended uses outlined in the CSP. Development Standards: The Project’s compliance with the CSP development standards is outlined in Table 1 below. Table 1 Carlsberg Specific Plan Business Park Development Standards Development Standard Carlsberg Specific Plan Proposed Height 35’ 24’-6” Floor Area Ratio None Specified 0.25 Setback - Front 20’ setback from Patriot Drive* 55’ Setback – Street Side 30’ Minimum 10% Lot Width from Miller Parkway and State Route 23 ± 150’ Miller Parkway ± 1,400’ State Route 23 Setback – Interior Side 30’ Minimum 15% Lot Width Not Applicable 6 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 7 * Pursuant to Resolution No. 2007-2579 building setbacks from internal private streets shall provide a landscape building setback of 20 feet and other setbacks shall be measured from streets outside of the tract, to include Miller Parkway, Los Angeles Avenue, and State Route 23. **Moorpark Municipal Code (MMC) Setbacks: The Project Site consists of a triangular shaped lot, within Tract 5226. As noted above, the City Council previously determined that the setbacks were intended to be measured from nearby public roadways and not the private roads within the subdivisions. Therefore, the setback determination made by City Council as part of Resolution No. 2007 -2579 is outlined in Table 1 above and the proposed setbacks are consistent with the CSP. Architecture and Building Design: The Project Site is triangular in shape and located at southeast corner of the intersection of Miller Parkway and Patriot Drive. The Project Site clusters the seven Proposed office buildings at the center of the Site, surrounded by a driveway, landscaped areas, and parking. The Project incorporates a modern architectural style and includes colors and materials consistent with surrounding office and commercial uses (Attachment 2 and Figure 3). Surrounding office uses are developed in two-story office complexes, finished in beige and tan stucco, stone veneer, and wood awnings. The Project includes one - story office buildings, finished with a variety of materials, including stucco exteriors, metal façade elements, and metal awnings. The proposed buildings feature a varied col or scheme, including complementary warm neutral colors, in beige, grey, and brown. Each building is oriented towards the circular driveway and parking area, which alternates the location and direction of windows and doors throughout the site. The Propose d buildings feature windows along each elevation of the building. The Project plans include examples of a sign program and placement of future signs on elevations for reference only. As a Condition of Approval, a Sign Program shall be submitted and approved by the Community Development Department to be consistent with the CSP and compatible with the adjacent Patriot Commerce Center Sign Program. Setbacks - Rear 10’ minimum or 15% lot width Not Applicable No Rear Yard Lot Size 20,000 square feet 112,820 sq. ft. / 2.59 Acres Parking 97 Spaces Refer to MMC** 120 spaces Loading Parking 1 space Refer to MMC 1 space Landscaping 10% minimum of site 17% of site / 10% of parking area 7 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 8 Figure 3 Project Architecture Rendering and Colors Circulation: The Project is located along Patriot Drive, a private road. The site is accessed by a shared driveway, at the eastern corner of the lot, which measures 35 feet wide. A reciprocal driveway easement was recorded between the two lots on April 10, 2009. The Project includes a circular driveway which surrounds the office building area at the center. Parking is located around the driveway on all sides. Pedestrian pathways are provided throughout the building pad area and connect to Patriot Drive at the northeast corner of 8 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 9 the Site, via a pedestrian sidewalk finished in enhanced pavers. An existing trail easement, located along the western boundary of the site would be retained to continue to allow public pedestrian access across the Site. As a Condition of Approval, the trail easement would be adjusted to reflect the constructed dimensions and location of the current trail alignment. Parking and Loading: The Project includes 120 parking spaces, consisting of 115 standard stalls, and 5 accessible stalls. Of the parking stalls provided , seven stalls would include electrical charging stations and 11 stalls would be reserved for clean air vehicles , pursuant to Building Code. MMC Section 17.32.020 requires that the Project provide 97 parking spaces, The Project exceeds this standard by 23 spaces. One loading space is provided at the southern corner of the property. MMC Section 17.32.030 requires that office uses, between 10,000 and 100,000 square feet provide one loading space. The Project proposes a total of 28,955 square feet of office space; therefore, the Project complies with the loading space requirement. Landscaping: The Project proposes 19,414 square feet of landscaping of 17% of the Project Site. The CSP requires that a minimum of 10% of the Project Site be landscaped, therefore the Project exceeds this requirement. In addition, MMC Section 17.32.070 requires that at least 10% of the parking area be provided as landscaping. The Project proposes a parking area of 46,238 square feet, which would require at least 4,623 square feet of landscaping. Therefore, the Project landscaping meets and exceeds the MMC parking lot landscape requirement. The Project’s landscape pallet includes a mix of trees, shrubs, and groundcover which include various flowering species, with both evergreen and deciduous plant types. Proposed tree types vary in height and width and would provide interest and variation along the street frontages and from a distance. Many of the Proposed landscape plants are drought tolerant and well suited to the local arid climate. The MMC also requires that a project comply with the City’s Landscape Standards and Guidelines. In addition, the Project is required to meet fire prevention requirements provided by the Ventura County Fire Department. As such, the proposed Project was reviewed by both City and Fire Department staff to ensure compatibility and compliance with both landscape standards. Slight deviation from the City’s Landscape Standards and Guidelines were found to be acceptable in consideration of more restrictive fuel modification standards required by the Ventura County Fire Department, due to the Project’s location near the High Fire Severity Zone. Such deviations include expanded spacing of parking lot trees, typically placed in closer proximity to provide shade and relocation of trees further from structures to provide required defensible space for fire prevention near buildings. Although deviations were required to achieve a fire safe 9 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 10 landscape plan, the Project continues to provide adequate trees, shrubs , and ground cover to provide aesthetic screening and shade on the Project Site, consistent with other nearby commercial and office developments. Grading and Drainage: The Project is located within Tract 5226, which was previously rough graded. The existing site is relatively flat. The Project includes the installation of an underground storm water detention system. Vesting Tentative Tract Map Currently, the Site consists of one lot. The proposed VTTM 6068 (Figure 4) would subdivide the property into one common lot and seven commercial lots (Attachment 3, Exhibit A). The VTTM identifies the location of utilities, access routes, property boundaries, street section diagrams, easements, etc. As conditioned, associated easements for shared driveway access and a public trail easement will be updated to reflect the Final VTTM and the Project plans. Figure 4 Vesting Tentative Tract Map No. 6068 PROCESSING TIME LIMITS Time limits have been established for the processing of development projects under the Permit Streamlining Act (Government Code Title 7, Division 1, Chapter 4.5), the 10 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 11 Subdivision Map Act (Government Code Title 7, Division 2), and the California Environmental Quality Act Statutes and Guidelines (Public Resources Code Division 13, and California Code of Regulations, Title 14, Chapter 3). Under the applicable provisions of these regulations, the following timelines have been established for action on this Project: Date Application Filed: September 22, 2021 Date Application Determined Complete: April 4, 2022 City Council Action Deadline: October 1, 2022 ENVIRONMENTAL DETERMINATION In accordance with the City’s environmental review procedures adopted by Resolution No. 2004-2224, the Community Development Director determines the level of review necessary for a project to comply with the California Environmental Quality Act (CEQA). Some projects may be exempt from review based upon a specific category listed in CEQA. Other projects may be exempt under a general rule that environmental review is not necessary where it can be determined that there would be no possibility of a significant effect upon the environment. A project which does not qualify for an exemption requires the preparation of an Initial Study to assess the level of potential environmental impacts. The Director has reviewed this Project and found it to be Categorically Exempt in accordance with Sections 15332 (Class 32: In-Fill Development Projects) of the CEQA Guidelines. Therefore, Staff has determined that there is no substantial evidence that the Project would have a significant effect on the environment. NOTICING Public Notice for this meeting was provided in accordance with Chapter 17.44.070 of the Zoning Ordinance, as follows: 1. Publication. The notice of the public hearing was published in the Ventura County Star on June 19, 2022. 2. Mailing. The notice of the public hearing was mailed on June 17, 2022, to owners of real property, as identified on the latest adjusted Ventura County Tax Assessor Rolls, within one thousand (1,000) feet of the exterior boundaries of the assessor’s parcel(s) subject to the hearing. 3. Sign. One 32 square-foot sign was placed on the street frontage on June 15, 2022. ATTACHMENTS 1. Location, Aerial, and General Plan, Specific Plan, Zoning Designation Maps 11 Honorable Planning Commission Patriot Office Park 06/28/2022 Regular Meeting Page 12 2. Project Plans – Architectural, Civil, and Landscaping 3. Draft Resolution No. PC-2022-673, including Exhibit A: Vesting Tentative Tract Map No. 2021-02 (VTTM 6068) Exhibit B: Conditions of Approval 12 Location Map - 858 Patriot Drive PC ATTACHMENT 1 13 14 General Plan Designation Map - 585 Patriot Drive 15 Specific Plan / Zoning Designation Map - 858 Patriot Drive 16 SITEPROJECTPROJECT SUMMARYPROJECT DIRECTORYPROJECT DIRECTORYVICINITY MAPcover sheetap1scale: none job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022PC ATTACHMENT 217 84''SD 84''SD job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022ap-2site planscale: 1"=20'-0"true northsite plan keynotessite plan legend18 job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022ap-2.1planscale: 1"=20'-0"true northsite plan legendfire accessFIRE LANE SIGNA-19 job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022ap-2.2planscale: 1"=20'-0"true northdimensionlandscape20 job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022ap-2.3site planscale: 1"=20'-0"true northdemolitiondemolition plan keynotes21 site accessible entrance signageaccessible parking stall signagetrash enclosure plansideelevationtrash enclosure roof plantrash enclosure conc. curbtrash enclosure jambscupper at trash enclosurelight standardbike racktrash enclosure sectionicbadegfjhkscale: as noteddetailsap2.4miscellaneoustypical bench locationmnbench elevation and sectionmotorcycle parking stallsl job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022trash enclosure elevationsideelevationrearelevationfrontelevationplight fixture mountedqlight fixture mounted22 1234north elevationwest elevationeast elevationroof plan keynotesroof plan legendbuilding 'a' floor planbuilding 'a' roof planexterior materials & colorsbuilding 'a'ap3scale: 1/4"=1'-0"elevations job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022true northplan north23 1234south elevationwest elevationeast elevationroof plan keynotesroof plan legendbuilding 'b' floor planbuilding 'b' roof planexterior materials & colorsbuilding 'b'ap4scale: 1/4"=1'-0"elevations job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022true northplan north24 1234north elevationwest elevationeast elevationroof plan keynotesroof plan legendbuilding 'c' roof planbuilding 'c'ap5scale: 1/4"=1'-0"elevations job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022building 'c' floor planexterior materials & colorstrue northplan north25 1234south elevationwest elevationeast elevationroof plan keynotesroof plan legendbuilding 'd' roof planbuilding 'd'ap6scale: 1/4"=1'-0"elevations job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022building 'd' floor planexterior materials & colorstrue northplan north26 1234north elevationwest elevationsouth elevationeast elevationroof plan keynotesroof plan legendbuilding 'e' floor planbuilding 'e'ap7scale: 1/4"=1'-0"elevations job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022building 'e' roof planexterior materials & colorstrue northplan north27 1234east elevationsouth elevationwest elevationnorth elevationroof plan keynotesroof plan legendbuilding 'f' floor planbuilding 'f'ap8scale: 1/4"=1'-0"elevations job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022building 'f' roof planexterior materials & colorstrue northplan north28 1234east elevationwest elevationnorth elevationsouth elevationroof plan keynotesroof plan legendbuilding 'g' floor planbuilding 'g' roof planbuilding 'g'ap9scale: 1/4"=1'-0"elevations job number: 21-30.20date: 09.14.2021planning sub:9.22.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.netP A T R I O T D R I V EP A T R I O T P R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I Aplanning resub:1.14.2022planning resub:5.05.2022exterior 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Professional Plaza569 Constitution Ave. Suite HMartin TeitelbaumCamarillo, CA 93012L-1VICINITY MAPPRELIMINARY LANDSCAPE PLANSFOR PATRIOT PROFESSIONAL PLAZAPATRIOT DRIVEMOORPARK, CA 93201L-1 COVER SHEETL-2 PRELIMINARY LANDSCAPE PLANL-3 PLANT PHOTOSS-1 SHADE PLANSHEET INDEX:118 FWY MILLER PK W Y SPRING RD.SPRING RD.E. LOS ANGELES AVE.PROJECT SITEMOORPARKMARKETPLACECOVERSCIENCE DRIVE33 EXISTING DIRT TRAILTO REMAINPROPERTY BOUNDARYPROPERTY BOUNDARYEXISTING STONE PILASTERS /2-RAIL WOOD FENCE TO REMAINEXISTING ENTRY SIGNAGETO REMAINEXISTING SHRUBS(TYP.)EXISTING OAK TREETO REMAINEXISTING PLANTINGTO REMAINEXISTING CONCRETECULVERT WITH RIPRAPTREE LEGENDBOTANICAL NAME COMMON NAME WUCOLS SIZECINNAMOMUM CAMPHORA CAMPHOR TREEM36" BOXCERCIS OCCIDENTALIS WESTERN REDBUDL24" BOXLAGERSTROEMIA INDICA'ARAPAHO'ARAPAHO CRAPE MYRTLEM24" BOXLAGERSTROEMIA INDICA'MUSKOGEE'MUSKOGEE CRAPE MYRTLEM24" BOXPISTACIA CHINENSISCHINESE PISTACHEM36" BOXPLATANUS ACERIFOLIA'BLOODGOOD'BLOODGOOD LONDONPLANE TREEM36" BOXPYRUS CALLERYANA'CHANTICLEER'CHANTICLEER FLOWERINGPEARM24" BOXSHRUB LEGENDBOTANICAL NAMECOMMON NAMEWUCOLS SIZEAGAVE SPP.AGAVEL 5 GALAGAPANTHUS SPP.LILY OF THE NILEM5 GALCAREX DIVULSABERKELEY SEDGE @ 4'-0"L1 GALCAREX GLAUCABLUE SEDGE @ 4'-0"M1 GALCEANOTHUS x 'CONCHA'CALIFORNIA LILACL5 GALDIANELLA CAERULEA 'CASSA BLUE'CASSA BLUE FLAX LILYM5 GALDIANELLA REVOLUTA 'LITTLE REV'LITTLE REV FLAX LILYL5 GALDIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED TASMAN FLAX LILYM5 GALDIETES IRIDIOIDESFORTNIGHT LILYM5 GALHEMEROCALLIS HYBRIDSDAYLILYM5 GALKNIPHOFIA UVARIARED HOT POKERM5 GALLEUCODENDRON x 'SAFARI GOLD STRIKE'SAFARI CONEBUSHL15 GALLIMONIUM PEREZIISEA LAVENDERM5 GALLIRIOPE MUSCARIBLUE LILY TURFM5 GALMUHLENBERGIA RIGENSDEER GRASS @ 60"O.C.M5 GALMYRICA CALIFORNICAPACIFIC WAX MYRTLEL5 GALOLEA EUROPEA 'LITTLE OLLIE'LITTLE OLLIE DWARF OLIVEM5 GALPENSTEMON x HETER. MARGARITA BOPBEARDTONGUEM5 GALPHORMIUM SPP.PHORMIUMM5 GALPITTOSPORUM T. 'WHEELER'S DWARF'WHEELER'S DWARF PITTOSPORUMM5 GALRHAMNUS CALIFORN. 'MOUND SAN BRUNO'COFFEEBERRYL5 GALRHAPHIOLEPIS 'MAJESTIC BEAUTY' (STD)MAJESTIC BEAUTY INDIAN HAWTHORNM24" BOXROSA 'ICEBERG'ICEBERG ROSEM5 GALSALVIA SPP.SALVIAM5 GALWESTRINGIA FRUTICOSACOAST ROSEMARYL5 GALGROUNDCOVER LEGENDBOTANICAL NAMECOMMON NAMEWUCOLS SIZEARCTOSTAPHYLOS 'PACIFIC MIST'PACIFIC MIST MANZANITA @ 36" O.C.L 1 GALDYMONDIA MARGARETAESILVER CARPET @ 12" O.C.LFLATSLANTANA SPP.LANTANA @ 36" O.C.L1 GALMYOPORUM PARVIFOLIUM 'PROSTRATUM'CREEPING MYOPORUM @ 18" O.C.LFLATSWESTRINGIA FRUTICOSA 'MUNDI'LOW COAST ROSEMARYL1 GALDECORATIVE GRAVEL (1"-3")L-NOTE:1. ALL PLANTING AREAS 3:1 AND FLATTER EXCLUDING ZONE '0' (5'-0" FROM BUILDINGS) AND AREAS WITH GROUNDCOVER AND OR DECORATVE ROCK TO RECEIVE AGROMIN ES2 MULCH.EXISTING SHRUB LEGENDBOTANICAL NAMECOMMON NAMECOMMENTSHEMEROCALLIS HYBRIDSDAYLILY (@ ENTRY SIGN)TO BEDETERMINEDMELALEUCA NESOPHILAPINK MELALEUCA (@ ENTRY SIGN)TO BEDETERMINEDROSA 'ICEBERG'ICEBERG ROSE (@ ENTRY SIGN)TO BEDETERMINEDMoorpark, CAPatriot DrivePatriot Professional Plaza569 Constitution Ave. Suite HMartin TeitelbaumCamarillo, CA 93012L-2PRELIMINARYPLANTING PLAN34 Moorpark, CAPatriot DrivePatriot Professional Plaza569 Constitution Ave. Suite HMartin TeitelbaumCamarillo, CA 93012L-3LANDSCAPE PHOTO BOARDSHRUBSTREESCINNAMOMUM CAMPHORACAMPHOR TREEPISTACIA CHINENSISCHINESE PISTACHEPLATANUS RACEMOSACALIFORNIA SYCAMOREPYRUS CALLERYANA 'CHANTICLEER'CHANTICLEER FLOWERING PEARAGAVE SPP.AGAVECAREX DIVULSABERKELEY SEDGECAREX GLAUCABLUE SEDGECEANOTHUS x 'CONCHA'CALIFORNIA LILACDIANELLA REVOLUTA 'LITTLE REV'LITTLE REV FLAX LILYDIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED TASMAN FLAX LILYDIETES IRIDIOIDESFORTNIGHT LILYHEMEROCALLIS HYBRIDSDAYLILYKNIPHOFIA UVARIARED HOT POKERLEUCODENDRON x 'SAFARI GOLDSTRIKE' SAFARI CONEBUSHLIMONIUM PEREZIISEA LAVENDERLIRIOPE MUSCARIBLUE LILY TURFPENSTEMON x HETEROPHYLLUS MARGARITA BOPBEARDTONGUEPHORMIUM SPP.PHORMIUMDIANELLA CAERULEA 'CASSA BLUE'CASSA BLUE FLAX LILYGROUNDCOVERLANTANA SPP.LANTANAMYOPORUM PARVIFOLIUM 'PROSTRATUM'CREEPING MYOPORUMPITTOSPORUM T. 'WHEELER'S DWARF'WHEELER'S DWARF PITTOSPORUMROSA 'ICEBERG'ICEBERG ROSESALVIA SPP.SALVIAWESTRINGIA FRUTICOSA 'MUNDI'LOW COAST ROSEMARYARCTOSTAPYLOS x 'PACIFIC MIST'PACIFIC MIST MANZANITAMUHLENBERGIA RIGENSDEER GRASSLAGERSTROEMIA INDICA SPP.CRAPE MYRTLEAGAPANTHUS SPP.LILY OF THE NILEOLEA EUROPEA 'LITTLE OLLIE'LITTLE OLLIE DWARF OLIVEDECORATIVE RIVER ROCKDYMONDIA MARGARETAESILVER CARPETWESTRINGIA FRUTICOSACOAST ROSEMARYCERCIS OCCIDENTALIS - WESTERN REDBED35 WUCOLSRATINGCINNAMOMUM CAMPHORACAMPHOR TREELAGERSTROEMIA IND. 'MUSKOGEE'MUSKOGEE CRAPE MYRTLEPISTACIA CHINENSISCHINESE PISTACHE36" BOX24" BOX36" BOXMMMHEIGHT = 50' / SPREAD = 50'HEIGHT = 50' / SPREAD = 50'+==48,050 SQUARE FEETDIAMETER ILLUSTRATED = 50'HEIGHT = 20' / SPREAD. = 15'DIAMETER ILLUSTRATED = 15'DIAMETER ILLUSTRATED = 50'PLATANUS RACEMOSACALIFORNIA SYCAMORE36" BOX MHEIGHT = 80' / SPREAD = 50'DIAMETER ILLUSTRATED = 50'PYRUS C. 'CHANTICLEER' CHANTICLEER FLOWERING PEAR36" BOX MHEIGHT = 40' / SPREAD = 15'DIAMETER ILLUSTRATED = 15'LAGERSTROEMIA IND. 'ARAPAHO'ARAPAHO CRAPE MYRTLE24" BOXMHEIGHT = 20' / SPREAD. = 15'DIAMETER ILLUSTRATED = 15'EXISTING DIRT TRAILTO REMAINPROPERTY BOUNDARYPROPERTY BOUNDARYEXISTING STONE PILASTERSTO REMAINEXISTING ENTRY SIGNAGETO REMAINEXISTING SHRUBS(TYP.)EXISTING OAK TREETO REMAIN15,430 SQUARE FEET = 32%(NOT MET)SHADE TABULATIONTREE SHADE AREA (50% REQUIRED)PARKING AREADRIVE AISLE24" BOXMSYMBOLBOTANICAL NAMECOMON NAMESIZETREE LEGENDCERCIS OCCIDENTALISWESTERN REDBUDHEIGHT = 18' / SPREAD = 18'DIAMETER ILLUSTRATED = 14'Moorpark, CAPatriot DrivePatriot Professional Plaza569 Constitution Ave. Suite HMartin TeitelbaumCamarillo, CA 93012LS-1PARKING AREASHADE TABULATION36 job number: 21-30.20date: 09.14.202129619 agoura roadagoura hills : california : 91301ĀĀĀĀĀĀĀĀĀĀĀt: 818.584.0057 f: 866.800.1289w: pkarchitecture.net1234HARD TROWEL FINISH WITHELASTOMERIC PAINTTO MATCH DUNN EDWARDS DE6221FLINSTONEHARD TROWEL FINISH WITHELASTOMERIC PAINTTO MATCH DUNN EDWARDS DET600DOLPHIN TALESHARD TROWEL FINISH WITHELASTOMERIC PAINTTO MATCH DUNN EDWARDS DET612STIEGLITZ SILVER314P A T R I O T D R I V EP R O F E S S I O N A L P L A Z AM O O R P A R K, C A L I F O R N I AP A T R I O T HARD TROWEL FINISH WITHELASTOMERIC PAINTTO MATCH DUNN EDWARDS DE6362STORM CLOUD6HARD TROWEL FINISH WITHELASTOMERIC PAINTTO MATCH DUNN EDWARDS DE6350DARK ENGINEHARD TROWEL FINISH WITHELASTOMERIC PAINTTO MATCH DUNN EDWARDS DE6357BLACK TIE9254965HARD TROWEL FINISH WITHELASTOMERIC PAINTTO MATCH DUNN EDWARDS DE6341VULCAN7CORRUGATED METAL"ATAS METAL" COLOT TO MATCHSIERRA TAN77ALUMINUM STOREFRONT SYSTEMAND METAL CANOPY - PAINTEDBLACK10121012SITE PAVERS13ASPHALT AND STRIPING14CONCRETE SIDEWALKS1537 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california123412341P11P148”14”48”14”Front View1scale: 3/32” = 1’-0”sd-12Sign Type 7Primary Building Address Sign1/2" THK. FLAT CUT ALUMINUM LETTERS WITH PAINT FINISHMOUNTED TOBUILDING FASCIA WITH BLIND ANCHOR STUDS AND 1/8" STANDOFF SPACERS.notes:1colors:DUNN EDWARDS DET619 CELLULOID -LVS SATIN FINISHP1Building A-B38 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california12341P148”14”Front ViewBuilding C-D(North)1scale: 3/32” = 1’-0”sd-13Sign Type 7Primary Building Address Sign1/2" THK. FLAT CUT ALUMINUM LETTERS WITH PAINT FINISHMOUNTED TOBUILDING FASCIA WITH BLIND ANCHOR STUDS AND 1/8" STANDOFF SPACERS.notes:1colors:DUNN EDWARDS DET619 CELLULOID -LVS SATIN FINISHP139 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california12341P148”14”Front ViewBuilding C-D1scale: 3/32” = 1’-0”sd-14Sign Type 7Primary Building Address Sign1/2" THK. FLAT CUT ALUMINUM LETTERS WITH PAINT FINISHMOUNTED TOBUILDING FASCIA WITH BLIND ANCHOR STUDS AND 1/8" STANDOFF SPACERS.notes:1colors:DUNN EDWARDS DET619 CELLULOID -LVS SATIN FINISHP1(South)40 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, californiaFront ViewBuilding E1scale: 3/16” = 1’-0”sd-15Sign Type 7Primary Building Address Sign1/2" THK. FLAT CUT ALUMINUM LETTERS WITH PAINT FINISHMOUNTED TOBUILDING FASCIA WITH BLIND ANCHOR STUDS AND 1/8" STANDOFF SPACERS.notes:1colors:DUNN EDWARDS DET619 CELLULOID -LVS SATIN FINISHP112341P114”48”41 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california12341P114”48”Front ViewBuilding F1scale: 3/16” = 1’-0”sd-16Sign Type 7Primary Building Address Sign1/2" THK. FLAT CUT ALUMINUM LETTERS WITH PAINT FINISHMOUNTED TOBUILDING FASCIA WITH BLIND ANCHOR STUDS AND 1/8" STANDOFF SPACERS.notes:1colors:DUNN EDWARDS DET619 CELLULOID -LVS SATIN FINISHP142 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california12341P1Front ViewBuilding G1scale: 1/8” = 1’-0”sd-17Sign Type 7Primary Building Address Sign1/2" THK. FLAT CUT ALUMINUM LETTERS WITH PAINT FINISHMOUNTED TOBUILDING FASCIA WITH BLIND ANCHOR STUDS AND 1/8" STANDOFF SPACERS.notes:1colors:DUNN EDWARDS DET619 CELLULOID -LVS SATIN FINISHP114”48”43 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, californiappHalo Lit Reverse Channel Lettersstorefront wall sign typ.1scale: 3/32” = 1’-0”typical section detail2scale: 1” = 1’-0”sd-20Sign Type 13Suite / Tenant ID Sign at service TENANT NAMETENANT NAMEBuilding A-B44 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, californiappHalo Lit Reverse Channel Lettersstorefront wall sign typ.1scale: 3/32” = 1’-0”typical section detail2scale: 1” = 1’-0”sd-21Sign Type 13Suite / Tenant ID Sign at service TENANT NAMEBuilding C-D(North)45 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, californiappHalo Lit Reverse Channel Lettersstorefront wall sign typ.1scale: 3/32” = 1’-0”typical section detail2scale: 1” = 1’-0”sd-22Sign Type 13Suite / Tenant ID Sign at service TENANT NAMEBuilding C-D(South)46 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, californiappHalo Lit Reverse Channel Lettersstorefront wall sign typ.1scale: 1/8” = 1’-0”typical section detail2scale: 1” = 1’-0”sd-23Sign Type 13Suite / Tenant ID Sign at service TENANT NAMEBuilding E47 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, californiappHalo Lit Reverse Channel Lettersstorefront wall sign typ.1scale: 1/8” = 1’-0”typical section detail2scale: 1” = 1’-0”sd-24Sign Type 13Suite / Tenant ID Sign at service TENANT NAMETENANT NAMEBuilding F48 818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, california818.584.0057 866.800.1289patriot professional plazapatriot drivemoorpark, californiappHalo Lit Reverse Channel Lettersstorefront wall sign typ.1scale: 1/8” = 1’-0”typical section detail2scale: 1” = 1’-0”sd-25Sign Type 13Suite / Tenant ID Sign at service TENANT NAMEBuilding G49 50 51 52 53 54 Patriot Professional PlazaPatriot DriveMoorpark, CaliforniaAPN: 5120-430-015Exterior Light Fixtures55 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) •www.lithonia.com© 2011-2021 Acuity Brands Lighting, Inc. All rights reserved.DSX0-LEDRev. 07/19/21Page 1 of 8COMMERCIAL OUTDOORLD-Series Size 0LED Area LuminaireSpecificationsCatalog NumberNotesTypeIntroductionThe modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire.The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 400W metal halide with typical energy savings of 70% and expected service life of over 100,000 hours.EPA:0.95 ft2(.09 m2)Length:26"(66.0 cm)Width:13"(33.0 cm)Height1:3"(7.62 cm)Height2:7"(17.8 cm)Weight (max):16 lbs(7.25 kg)Hit the Tab key or mouse over the page to see all interactive elements.H2WOrdering InformationEXAMPLE:DSX0 LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXDDSX0 LEDSeriesLEDs Color temperatureDistributionVoltageMountingDSX0LEDForward opticsP1 P5P2 P6P3 P7 1P4 1Rotated opticsP10 2P12 2P11 2P13 1,230K3000 K40K4000 K50K5000 K T1SType I short (Automotive)T2SType II shortT2MType II mediumT3SType III shortT3MType III mediumT4MType IV mediumTFTMForward throw mediumT5VSType V very short 3T5SType V short 3T5MType V medium 3T5WType V wide 3BLCBacklight control 4LCCOLeft corner cutoff 4RCCORight corner cutoff 4MVOLT(120V-277V) 5,6XVOLT(277V-480V) 7,8,9120 6208 6240 6277 6347 6480 6Shipped includedSPASquare pole mountingRPARound pole mounting 10WBAWall bracket 3SPUMBASquare pole universal mounting adaptor 11RPUMBARound pole universal mounting adaptor 11Shipped separatelyKMA8 DDBXD UMast arm mounting bracket adaptor (specify finish) 12Control optionsOther options Finish (required)Shipped installedNLTAIR2nLight AIR generation 2 enabled 13,14PIRHNNetwork, high/low motion/ambient sensor 15PERNEMA twist-lock receptacle only (control ordered separate) 16PER5Five-pin receptacle only (control ordered separate) 16,17PER7Seven-pin receptacle only (leads exit fixture) (control ordered separate) 16,17DMG0-10V dimming extend out back of housing for external control (control ordered separate) 18PIRHigh/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 5fc 19,20PIRHHigh/low, motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 5fc 19,20PIR1FC3VHigh/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc 19,20PIRH1FC3VHigh/low, motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1fc 19,20FAOField adjustable output 21Shipped installedHSHouse-side shield22SFSingle fuse (120, 277, 347V) 6DFDouble fuse (208, 240, 480V) 6L90Left rotated optics 2R90Right rotated optics 2DDLDiffused drop lens 22HA50°C ambient operations 1BAABuy America(n) Act CompliantShipped separately BSBird spikes 23EGSExternal glare shieldDDBXDDark bronzeDBLXDBlackDNAXDNatural aluminumDWHXDWhiteDDBTXDTextured dark bronzeDBLBXDTextured blackDNATXDTextured natural aluminumDWHGXDTextured whiteH1Buy American56 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) •www.lithonia.com© 2011-2021 Acuity Brands Lighting, Inc. All rights reserved.DSX0-LEDRev. 07/19/21Page 2 of 8COMMERCIAL OUTDOOR1.750" for aluminum poles 2.750" - for other poles type Tenon Mounting SlipfitterDrillingOrdering InformationAccessoriesOrdered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 24DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 24DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 24DSHORT SBK UShorting cap 24DSX0HS 20C U House-side shield for P1,P2,P3 and P4 22DSX0HS 30C U House-side shield for P10,P11,P12 and P13 22DSX0HS 40C U House-side shield for P5,P6 and P7 22DSX0DDL U Diffused drop lens (polycarbonate) 22PUMBA DDBXD U*Square and round pole universal mounting bracket adaptor (specify finish) 25KMA8 DDBXD UMast arm mounting bracket adaptor (specify finish) 12DSX0EGS (FINISH) U External glare shieldFor more control options, visit DTL and ROAM online.Link to nLight Air 212.434.316.53.5078°59°.3812.05.30EGS – External Glare ShieldMounting OptionDrilling TemplateSingle 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90Head LocationSide B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & DDrill Nomenclature#8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49ASMinimum Acceptable Outside Pole DimensionSPA#8 2-7/8" 2-7/8" 3.5"3.5"3.5"RPA#8 2-7/8" 2-7/8" 3.5"3.5" 3" 3.5" SPUMBA#5 2-7/8" 3" 4"4" 4" RPUMBA#5 2-7/8" 3.5"5" 5" 3.5"5" NOTES1 HA not available with P4, P7, and P13. 2 P10, P11, P12 and P13 and rotated options (L90 or R90) only available together.3 Any Type 5 distribution with photocell, is not available with WBA.4 Not available with HS or DDL.5 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz).6 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. XVOLT not available with fusing (SF or DF).7 XVOLT only suitable for use with P4, P7 and P13. 8 XVOLT operates with any voltage between 277V and 480V. 9 XVOLT not available with fusing (SF or DF) and not available with PIR, PIRH, PIR1FC3V, PIRH1FC3V. 10 Suitable for mounting to round poles between 3.5” and 12” diameter. 11 Universal mounting brackets intended for retrofit on existing pre-drilled poles only. 1.5 G vibration load rating per ANCI C136.31. Only usable when pole's drill pattern is NOT Lithonia template #8.12 Must order fixture with SPA mounting. Must be ordered as a separate accessory; see Accessories information. For use with 2-3/8" diameter mast arm (not included).13 Must be ordered with PIRHN.14 Sensor cover available only in dark bronze, black, white and natural aluminum colors. 15 Must be ordered with NLTAIR2. For more information on nLight Air 2visit this link16 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included.17 If ROAM® node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Shorting Cap included.18 DMG not available with PIRHN, PER5, PER7, PIR, PIRH, PIR1FC3V or PIRH1FC3V, FAO.19 Reference Controls Options table on page 4.20 Reference Motion Sensor Default Table on page 4 to see functionality.21 Not available with other dimming controls options.22 Not available with BLC, LCCO and RCCO distribution. 23 Must be ordered with fixture for factory pre-drilling. 24 Requires luminaire to be specified with PER, PER5 or PER7 option. See Controls Table on page 4.25 For retrofit use only. Only usable when pole's drill pattern is NOT Lithonia template #8Top of Pole0.563"1.325"0.400"(2 PLCS)Template #8AHandholeBCDHANDHOLE ORIENTATION(from top of pole)2.650"Fixture Quantity & Mounting ConfigurationSingle DM19 2 @ 180 DM28 2 @ 90 DM29 3 @ 90 DM39 3 @ 120 DM32 4 @ 90 DM49Mounting TypeDSX0 LED0.950 1.900 1.8302.8502.850 3.544DSX0 Area Luminaire - EPA*Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data.Tenon O.D. Mounting Single Unit 2 @ 180 2 @ 90 3 @ 90 3 @120 4 @ 902-3/8" RPA AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 390 AS3-5 320 AS3-5 4902-7/8" RPA AST25-190AST25-280 AST25-290 AST25-390 AST25-320 AST25-4904"RPA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320 AST35-49057 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LEDRev. 07/19/21Page 3 of 8COMMERCIAL OUTDOOR43210-4-3-2-1432104321T1STest No. 43210-4-3-2-1432104321T2MTest No. Test No. LTL23457P25 tested in accordance with IESNA LM-79-08.43210-4-3-2-1432104321T2STest No. LTL23457P25 tested in accordance with IESNA LM-79-08.43210-4-3-2-1432104321T3MTest No. LTL23457P25 tested in accordance with IESNA LM-79-08.43210-4-3-2-1432104321T3S43210-4-3-2-1T4MTest No. 43210-4-3-2-1432104321TFTMTest No. 43210-4-3-2-1432104321T5VSTest No. 43210-4-3-2-1432104321T5STest No. 43210-4-3-2-1432104321T5MTest No. Test No. LTL23451P25 tested in accordance with IESNA LM-79-08.43210-4-3-2-1432104321T5W43210432143210-4-3-2-1BLCTest No. 43210-4-3-2-1432104321LCCOTest No. 43210-4-3-2-1432104321Test No. RCCO432104321To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s D-Series Area Size 0 homepage. Photometric DiagramsIsofootcandle plots for the DSX0 LED 40C 1000 40K. Distances are in units of mounting height (20').LEGEND0.1 fc0.5 fc1.0 fc58 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LEDRev. 07/19/21Page 4 of 8COMMERCIAL OUTDOORPerformance DataElectrical LoadCurrent (A)Performance PackageLED CountDrive CurrentWattage120 208 240 277 347 480Forward Optics (Non-Rotated)P1 20 530 38 0.32 0.18 0.15 0.15 0.10 0.08P2 20 700 49 0.41 0.23 0.20 0.19 0.14 0.11P3 20 1050 71 0.60 0.37 0.32 0.27 0.21 0.15P4 20 1400 92 0.77 0.45 0.39 0.35 0.28 0.20P5 40 700 89 0.74 0.43 0.38 0.34 0.26 0.20P6 40 1050 134 1.13 0.65 0.55 0.48 0.39 0.29P7 40 1300 166 1.38 0.80 0.69 0.60 0.50 0.37Rotated Optics (Requires L90 or R90)P10 30 530 53 0.45 0.26 0.23 0.21 0.16 0.12P11 30 700 72 0.60 0.35 0.30 0.27 0.20 0.16P12 30 1050 104 0.88 0.50 0.44 0.39 0.31 0.23P13 30 1300 128 1.08 0.62 0.54 0.48 0.37 0.27Lumen Ambient Temperature (LAT) MultipliersUse these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F).Projected LED Lumen MaintenanceControls OptionsData references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11).To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory.Motion Sensor Default SettingsOptionDimmed StateHigh Level (when triggered)Phototcell OperationDwell TimeRamp-up TimeRamp-down TimePIR or PIRH3V (37%) Output10V (100%) OutputEnabled @ 5FC 5 min 3 sec 5 min*PIR1FC3V or PIRH1FC3V3V (37%) Output10V (100%) OutputEnabled @ 1FC 5 min 3 sec 5 min*for use when motion sensor is used as dusk to dawn control.NomenclatureDescriptionFunctionalityPrimary control deviceNotesFAOField adjustable output device installed inside the luminaire; wired to the driver dimming leads.Allows the luminaire to be manually dimmed, effectively trimming the light output.FAO deviceCannot be used with other controls options that need the 0-10V leadsDSDrivers wired independently for 50/50 luminaire operationThe luminaire is wired to two separate circuits, allowing for 50/50 operation.Independently wired driversRequires two separately switched circuits. Consider nLight AIR as a more cost effective alternative.PER5 or PER7 Twist-lock photocell receptacleCompatible with standard twist-lock photocells for dusk to dawn operation, or advanced control nodes that provide 0-10V dimming signals.Twist-lock photocells such as DLL Elite or advanced control nodes such as ROAM.Pins 4 & 5 to dimming leads on driver, Pins 6 & 7 are capped inside luminairePIR or PIRH Motion sensors with integral photocell. PIR for 8-15' mounting; PIRH for 15-30' mountingLuminaires dim when no occupancy is detected. Acuity Controls SBGRAlso available with PIRH1FC3V when the sensor photocell is used for dusk-to-dawn operation.NLTAIR2 PIRHN nLight AIR enabled luminaire for motion sensing, photocell and wireless communication.Motion and ambient light sensing with group response. Scheduled dimming with motion sensor over-ride when wirelessly connected to the nLight Eclypse.nLight Air rSDGRnLight AIR sensors can be programmed and commissioned from the ground using the ClAIRity Pro app.AmbientLumen Multiplier0°C32°F1.045°C41°F1.0410°C50°F1.0315°C50°F1.0220°C68°F1.0125°C77°C1.0030°C86°F0.9935°C95°F0.9840°C104°F0.97Operating HoursLumen Maintenance Factor25,0000.9650,0000.92100,0000.8559 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LEDRev. 07/19/21Page 5 of 8COMMERCIAL OUTDOORLumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here.Forward OpticsPower PackageLED CountDrive CurrentSystem WattsDist.Type30K (3000 K, 70 CRI)40K (4000 K, 70 CRI)50K (5000 K, 70 CRI)Lumens B U G LPW Lumens B U G LPW Lumens B U G LPWP120 530 38WT1S4,3691 0 1 115 4,706 1 0 1 124 4,766 1 0 1 125T2S 4,364 1 0 1 115 4,701 1 0 1 124 4,761 1 0 1 125T2M 4,387 1 0 1 115 4,726 1 0 1 124 4,785 1 0 1 126T3S 4,248 1 0 1 112 4,577 1 0 1 120 4,634 1 0 1 122T3M 4,376 1 0 1 115 4,714 1 0 1 124 4,774 1 0 1 126T4M 4,281 1 0 1 113 4,612 1 0 2 121 4,670 1 0 2 123TFTM 4,373 1 0 1 115 4,711 1 0 2 124 4,771 1 0 2 126T5VS 4,548 2 0 0 120 4,900 2 0 0 129 4,962 2 0 0 131T5S 4,552 2 0 0 120 4,904 2 0 0 129 4,966 2 0 0 131T5M 4,541 3 0 1 120 4,891 3 0 1 129 4,953 3 0 1 130T5W 4,576 3 0 2 120 4,929 3 0 2 130 4,992 3 0 2 131BLC 3,586 1 0 1 94 3,863 1 0 1 102 3,912 1 0 1 103LCCO 2,668 1 0 1 70 2,874 1 0 2 76 2,911 1 0 2 77RCCO 2,668 1 0 1 70 2,874 1 0 2 76 2,911 1 0 2 77P220 700 49WT1S 5,570 1 0 1 114 6,001 1 0 1 122 6,077 2 0 2 124T2S 5,564 1 0 2 114 5,994 1 0 2 122 6,070 2 0 2 124T2M 5,593 1 0 1 114 6,025 1 0 1 123 6,102 1 0 1 125T3S 5,417 1 0 2 111 5,835 1 0 2 119 5,909 2 0 2 121T3M 5,580 1 0 2 114 6,011 1 0 2 123 6,087 1 0 2 124T4M 5,458 1 0 2 111 5,880 1 0 2 120 5,955 1 0 2 122TFTM 5,576 1 0 2 114 6,007 1 0 2 123 6,083 1 0 2 124T5VS 5,799 2 0 0 118 6,247 2 0 0 127 6,327 2 0 0 129T5S 5,804 2 0 0 1186,252 2 0 0 128 6,332 2 0 1 129T5M 5,789 3 0 1 118 6,237 3 0 1 127 6,316 3 0 1 129T5W 5,834 3 0 2 119 6,285 3 0 2 128 6,364 3 0 2 130BLC 4,572 1 0 1 93 4,925 1 0 1 101 4,987 1 0 1 102LCCO 3,402 1 0 2 69 3,665 1 0 2 75 3,711 1 0 2 76RCCO 3,402 1 0 2 69 3,665 1 0 2 75 3,711 1 0 2 76P320 1050 71WT1S 7,833 2 0 2 110 8,438 2 0 2 119 8,545 2 0 2 120T2S 7,825 2 0 2 110 8,429 2 0 2 119 8,536 2 0 2 120T2M 7,865 2 0 2 111 8,473 2 0 2 119 8,580 2 0 2 121T3S 7,617 2 0 2 107 8,205 2 0 2 116 8,309 2 0 2 117T3M 7,846 2 0 2 111 8,452 2 0 2 119 8,559 2 0 2 121T4M 7,675 2 0 2 108 8,269 2 0 2 116 8,373 2 0 2 118TFTM 7,841 2 0 2 110 8,447 2 0 2 119 8,554 2 0 2 120T5VS 8,155 3 0 0 115 8,785 3 0 0 124 8,896 3 0 0 125T5S 8,162 3 0 1 115 8,792 3 0 1 124 8,904 3 0 1 125T5M 8,141 3 0 2 115 8,770 3 0 2 124 8,881 3 0 2 125T5W 8,204 3 0 2 116 8,838 4 0 2 124 8,950 4 0 2 126BLC 6,429 1 0 2 91 6,926 1 0 2 98 7,013 1 0 2 99LCCO 4,784 1 0 2 67 5,153 1 0 2 73 5,218 1 0 2 73RCCO 4,784 1 0 2 67 5,153 1 0 2 73 5,218 1 0 2 73P420 1400 92WT1S 9,791 2 0 2 106 10,547 2 0 2 115 10,681 2 0 2 116T2S 9,780 2 0 2 106 10,536 2 0 2 115 10,669 2 0 2 116T2M 9,831 2 0 2 107 10,590 2 0 2 115 10,724 2 0 2 117T3S 9,521 2 0 2 103 10,256 2 0 2 111 10,386 2 0 2 113T3M 9,807 2 0 2 107 10,565 2 0 2 115 10,698 2 02 116T4M 9,594 2 0 2 104 10,335 2 0 3 112 10,466 2 0 3 114TFTM 9,801 2 0 2 107 10,558 2 0 2 115 10,692 2 0 2 116T5VS 10,193 3 0 1 111 10,981 3 0 1 119 11,120 3 0 1 121T5S 10,201 3 0 1 111 10,990 3 0 1 119 11,129 3 0 1 121T5M 10,176 4 0 2 111 10,962 4 0 2 119 11,101 4 0 2 121T5W 10,254 4 0 3 111 11,047 4 0 3 120 11,186 4 0 3 122BLC 8,036 1 0 2 87 8,656 1 0 2 94 8,766 1 0 2 95LCCO 5,979 1 0 2 65 6,441 1 0 2 70 6,523 1 0 3 71RCCO 5,979 1 0 2 65 6,441 1 0 2 70 6,523 1 0 3 71Performance DataLumen Output60 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LEDRev. 07/19/21Page 6 of 8COMMERCIAL OUTDOORLumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here.Forward OpticsPower PackageLED CountDrive CurrentSystem WattsDist. Type30K (3000 K, 70 CRI)40K (4000 K, 70 CRI)50K (5000 K, 70 CRI)Lumens B U G LPW Lumens B U G LPW Lumens B U G LPWP540 700 89WT1S10,8312 0 2 122 11,668 2 0 2 131 11,816 2 0 2 133T2S 10,820 2 0 2 122 11,656 2 0 2 131 11,803 2 0 2 133T2M 10,876 2 0 2 122 11,716 2 0 2 132 11,864 2 0 2 133T3S 10,532 2 0 2 118 11,346 2 0 2 127 11,490 2 0 2 129T3M 10,849 2 0 2 122 11,687 2 0 2 131 11,835 2 0 2 133T4M 10,613 2 0 3 119 11,434 2 0 3 128 11,578 2 0 3 130TFTM 10,842 2 0 2 122 11,680 2 0 2 131 11,828 2 0 2 133T5VS 11,276 3 0 1 127 12,148 3 0 1 136 12,302 3 0 1 138T5S 11,286 3 0 1 127 12,158 3 0 1 137 12,312 3 0 1 138T5M 11,257 4 0 2 126 12,127 4 0 2 136 12,280 4 0 2 138T5W 11,344 4 0 3 127 12,221 4 0 3 137 12,375 4 0 3 139BLC 8,890 1 0 2 100 9,576 1 0 2 108 9,698 1 0 2 109LCCO 6,615 1 0 3 74 7,126 1 0 3 80 7,216 1 0 3 81RCCO 6,615 1 0 3 74 7,126 1 0 3 80 7,216 1 0 3 81P640 1050 134WT1S 14,805 3 0 3 110 15,949 3 0 3 119 16,151 3 0 3 121T2S 14,789 3 0 3 110 15,932 3 0 3 119 16,134 3 0 3 120T2M 14,865 3 0 3 111 16,014 3 0 3 120 16,217 3 0 3 121T3S 14,396 3 0 3 107 15,509 3 0 3 116 15,705 3 0 3 117T3M 14,829 2 0 3 111 15,975 3 0 3 119 16,177 3 0 3 121T4M 14,507 2 0 3 108 15,628 3 0 3 117 15,826 3 0 3 118TFTM 14,820 2 0 3 111 15,965 3 0 3 119 16,167 3 0 3 121T5VS 15,413 4 0 1 115 16,604 4 0 1 124 16,815 4 0 1 125T5S 15,426 3 0 1 11516,618 4 0 1 124 16,828 4 0 1 126T5M 15,387 4 0 2 115 16,576 4 0 2 124 16,786 4 0 2 125T5W 15,506 4 0 3 116 16,704 4 0 3 125 16,915 4 0 3 126BLC 12,151 1 0 2 91 13,090 1 0 2 98 13,255 1 0 2 99LCCO 9,041 1 0 3 67 9,740 1 0 3 73 9,863 1 0 3 74RCCO 9,041 1 0 3 67 9,740 1 0 3 73 9,863 1 0 3 74P740 1300 166WT1S 17,023 3 0 3 103 18,338 3 0 3 110 18,570 3 0 3 112T2S 17,005 3 0 3 102 18,319 3 0 3 110 18,551 3 0 3 112T2M 17,092 3 0 3 103 18,413 3 0 3 111 18,646 3 0 3 112T3S 16,553 3 0 3 100 17,832 3 0 3 107 18,058 3 0 3 109T3M 17,051 3 0 3 103 18,369 3 0 3 111 18,601 3 0 3 112T4M 16,681 3 0 3 100 17,969 3 0 3 108 18,197 3 0 3 110TFTM 17,040 3 0 3 103 18,357 3 0 4 111 18,590 3 0 4 112T5VS 17,723 4 0 1 107 19,092 4 0 1 115 19,334 4 0 1 116T5S 17,737 4 0 2 107 19,108 4 0 2 115 19,349 4 0 2 117T5M 17,692 4 0 2 107 19,059 4 0 2 115 19,301 4 0 2 116T5W 17,829 5 0 3 107 19,207 5 0 3 116 19,450 5 0 3 117BLC 13,971 2 0 2 84 15,051 2 0 2 91 15,241 2 0 2 92LCCO 10,396 1 0 3 63 11,199 1 0 3 67 11,341 1 0 3 68RCCO 10,396 1 0 3 63 11,199 1 0 3 67 11,341 1 0 3 68Performance DataLumen Output61 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LEDRev. 07/19/21Page 7 of 8COMMERCIAL OUTDOORPerformance DataLumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here.Lumen OutputRotated OpticsPower PackageLED CountDrive CurrentSystem WattsDist.Type30K (3000 K, 70 CRI)40K (4000 K, 70 CRI)50K (5000 K, 70 CRI)Lumens B U G LPW Lumens B U G LPW Lumens B U G LPWP1030 530 53WT1S6,7272 0 2 127 7,247 3 0 3 137 7,339 3 0 3 138T2S 6,689 3 0 3 126 7,205 3 0 3 136 7,297 3 0 3 138T2M 6,809 3 0 3 128 7,336 3 0 3 138 7,428 3 0 3 140T3S 6,585 3 0 3 124 7,094 3 0 3 134 7,183 3 0 3 136T3M 6,805 3 0 3 128 7,331 3 0 3 138 7,424 3 0 3 140T4M 6,677 3 0 3 126 7,193 3 0 3 136 7,284 3 0 3 137TFTM 6,850 3 0 3 129 7,379 3 0 3 139 7,472 3 0 3 141T5VS 6,898 3 0 0 130 7,431 3 0 0 140 7,525 3 0 0 142T5S 6,840 2 0 1 129 7,368 2 0 1 139 7,461 2 0 1 141T5M 6,838 3 0 1 129 7,366 3 0 2 139 7,460 3 0 2 141T5W 6,777 3 0 2 128 7,300 3 0 2 138 7,393 3 0 2 139BLC 5,626 2 0 2 106 6,060 2 0 2 114 6,137 2 0 2 116LCCO 4,018 1 0 2 76 4,328 1 0 2 82 4,383 1 0 2 83RCCO 4,013 3 0 3 76 4,323 3 0 3 82 4,377 3 0 3 83P1130 700 72WT1S 8,594 3 0 3 119 9,258 3 0 3 129 9,376 3 0 3 130T2S 8,545 3 0 3 119 9,205 3 0 3 128 9,322 3 0 3 129T2M 8,699 3 0 3 121 9,371 3 0 3 130 9,490 3 0 3 132T3S 8,412 3 0 3 117 9,062 3 0 3 126 9,177 3 0 3 127T3M 8,694 3 0 3 121 9,366 3 0 3 130 9,484 3 0 3 132T4M 8,530 3 0 3 118 9,189 3 0 3 128 9,305 3 0 3 129TFTM 8,750 3 0 3 122 9,427 3 0 3 131 9,546 3 0 3 133T5VS 8,812 3 0 0 122 9,493 3 0 0 132 9,613 3 0 0 134T5S 8,738 3 0 1 1219,413 3 0 1 131 9,532 3 0 1 132T5M 8,736 3 0 2 121 9,411 3 0 2 131 9,530 3 0 2 132T5W 8,657 4 0 2 120 9,326 4 0 2 130 9,444 4 0 2 131BLC 7,187 3 0 3 100 7,742 3 0 3 108 7,840 3 0 3 109LCCO 5,133 1 0 2 71 5,529 1 0 2 77 5,599 1 0 2 78RCCO 5,126 3 0 3 71 5,522 3 0 3 77 5,592 3 0 3 78P1230 1050 104WT1S 12,149 3 0 3 117 13,088 3 0 3 126 13,253 3 0 3 127T2S 12,079 4 0 4 116 13,012 4 0 4 125 13,177 4 0 4 127T2M 12,297 3 0 3 118 13,247 3 0 3 127 13,415 3 0 3 129T3S 11,891 4 0 4 114 12,810 4 0 4 123 12,972 4 0 4 125T3M 12,290 3 0 3 118 13,239 4 0 4 127 13,407 4 0 4 129T4M 12,058 4 0 4 116 12,990 4 0 4 125 13,154 4 0 4 126TFTM 12,369 4 0 4 119 13,325 4 0 4 128 13,494 4 0 4 130T5VS 12,456 3 0 1 120 13,419 3 0 1 129 13,589 4 0 1 131T5S 12,351 3 0 1 119 13,306 3 0 1 128 13,474 3 0 1 130T5M 12,349 4 0 2 119 13,303 4 0 2 128 13,471 4 0 2 130T5W 12,238 4 0 3 118 13,183 4 0 3 127 13,350 4 0 3 128BLC 10,159 3 0 3 98 10,944 3 0 3 105 11,083 3 0 3 107LCCO 7,256 1 0 3 70 7,816 1 0 3 75 7,915 1 0 3 76RCCO 7,246 3 0 3 70 7,806 4 0 4 75 7,905 4 0 4 76P1330 1300 128WT1S 14,438 3 0 3 113 15,554 3 0 3 122 15,751 3 0 3 123T2S 14,355 4 0 4 112 15,465 4 0 4 121 15,660 4 0 4 122T2M 14,614 3 0 3 114 15,744 4 0 4 123 15,943 4 0 4 125T3S 14,132 4 0 4 110 15,224 4 0 4 119 15,417 4 0 4 120T3M 14,606 4 0 4 114 15,735 4 0 4 123 15,934 4 04 124T4M 14,330 4 0 4 112 15,438 4 0 4 121 15,633 4 0 4 122TFTM 14,701 4 0 4 115 15,836 4 0 4 124 16,037 4 0 4 125T5VS 14,804 4 0 1 116 15,948 4 0 1 125 16,150 4 0 1 126T5S 14,679 3 0 1 115 15,814 3 0 1 124 16,014 3 0 1 125T5M 14,676 4 0 2 115 15,810 4 0 2 124 16,010 4 0 2 125T5W 14,544 4 0 3 114 15,668 4 0 3 122 15,866 4 0 3 124BLC 7919 3 0 3 62 8531 3 0 3 67 8639 3 0 3 67LCCO 5145 1 0 2 40 5543 1 0 2 43 5613 1 0 2 44RCCO 5139 3 0 3 40 5536 3 0 3 43 5606 3 0 3 4462 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LEDRev. 07/19/21Page 8 of 8COMMERCIAL OUTDOORFEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D-Series Size 0 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and pedestrian areas. CONSTRUCTION Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (0.95 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non-textured finishes. OPTICS Precision-molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) configurations. The D-Series Size 0 has zero uplight and qualifies as a Nighttime FriendlyTM product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life (up to L85/100,000 hours at 25°C). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% failure rate. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). STANDARD CONTROLS The DSX0 LED area luminaire has a number of control options. DSX Size 0, comes standard with 0-10V dimming driver. Dusk to dawn controls can be utilized via optional NEMA twist-lock photocell receptacles. Integrated motion sensors with on-board photocells feature field-adjustable programing and are suitable for mounting heights up to 30 feet. nLIGHT AIR CONTROLS The DSX0 LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy-to-use CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclypse. Additional information about nLight Air can be found here. INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D-Series Size 0 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D-Series Size 0 utilizes the AERISTM series pole drilling pattern (template #8). Optional terminal block and NEMA photocontrol receptacle are also available. LISTINGS UL listed to meet U.S. and Canadian standards. UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40°C to 50ºC ambient with HA option. U.S. Patent No. D672,492 S. International patent pending. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. BUY AMERICAN Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT. Please refer to www.acuitybrands.com/buy-american for additional information. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice.63 KBR8 LEDLED Specification BollardSpecificationsOrdering InformationCatalog NumberNotesTypeIntroductionThe KBR8 Bollard is a stylish, fully integrated LED solution for walkways. It features a sleek, modern design and is carefully engineered to provide long-lasting, energy-efficient lighting with a variety of optical and control options for customized performance. With an expected service life of over 20 years of nighttime use and up to 70% in energy savings over comparable 100W metal halide luminaires, the KBR8 Bollard is a reliable, low-maintenance lighting solution that produces sites that are exceptionally illuminated.8” Round(20.3 cm)Height:40”(101.6 cm)Weight (max):27 lbs(12.25 kg)One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2012-2021 Acuity Brands Lighting, Inc. All rights reserved. Hit the Tab key or mouse over the page to see all interactive elements.EXAMPLE: KBR8 LED 16C 700 40K SYM MVOLT DDBXDMRAB U Anchor bolts for KBR8 LED 8AccessoriesOrdered and shipped separately. NOTES1 Only available in the 12C, ASY version.2 Only available in the 16C, SYM version.3 Only available with 450 AMBLW version.4 Not available with ELCW.5 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options), or photocontrol (PE option).6 Not available with 347V. Not available with fusing. Not available with 450 AMBLW.7 Single fuse (SF) requires 120, 277, or 347 voltage option. Double fuse (DF) requires 208 or 240 voltage option. 8 MRAB U not available with L/AB4 option.KBR8 LEDSeriesLEDs Drive current Color temperature Distribution Voltage Control options Other optionsFinish (required) KBR8 LEDAsymmetric12C12 LEDs 1Symmetric16C16 LEDs 2350350 mA450450 mA 3,4530530 mA700700 mA30K3000 K40K4000 K50K5000 KAMBPC Amber phosphor convertedAMBLW Amber limited wavelength 3,4ASYAsymmetric 1SYMSymmetric 2MVOLT 5120 5208 5240 5277 5347 4Shipped installedPEPhotoelectric cell, button type DMG0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately)ELCWEmergency battery backup, CA Title 20 Noncompliant 6Shipped installedSFSingle fuse (120, 277, 347V) 4,7DFDouble fuse (208, 240V) 4,7H2424” overall heightH3030” overall height H3636” overall height FGGround-fault festoon outlet L/ABWithout anchor bolts (3 bolt base)L/AB44 bolt retrofit base without anchor bolts 8DWHXDWhiteDNAXDNatural aluminumDDBXDDark bronzeDBLXDBlackDDBTXDTextured dark bronzeDBLBXD Textured blackDNATXDTextured natural aluminumDWHGXDTextured whiteHDBuy American64 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Actual performance may differ as a result of end-user environment and application. Actual wattage may differ by +/- 8% when operating between 120-480V +/- 10%.FEATURES & SPECIFICATIONS INTENDED USE The rugged construction and clean lines of the KBA bollard is ideal for illuminating building entryways, walking paths, and pedestrian plazas, as well as any other location requiring a low mounting height light source with fully cutoff illumination. CONSTRUCTION One-piece 8-inch round extruded aluminum shaft with thick side walls for extreme durability, a high-impact clear acrylic lens and welded top cap. Die-cast aluminum mounting ring allows for easy leveling even in sloped locations and a full 360-degree rotation for precise alignment during installation. Three ½” x 11” anchor bolts with double nuts and washers and 3 ¾” bolt circle template ensure stability. Overall height is 42” standard. FINISH Exterior parts are protected by a zinc-infused super durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering for maximum retention of gloss and luster. A tightly controlled multi-stage process ensures a minimum 3-mil thickness for a finish that can withstand the elements without cracking or peeling. Available in both textured and non-textured finishes. OPTICS Two fully cutoff optical distributions are available: symmetrical and asymmetrical. IP66 sealed LED light engine provides smoothly graduated illumination without any uplight. Light engines are available in standard 4000 K (>70 CRI) or optional 3000 K (>80 CRI) or 5000 K (67 CRI). Limited-wavelength amber LEDs are also available. ELECTRICAL Light engines consist of high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life (L95/100,000 hours at 700mA at 25°C). Class 2 electronic drivers are designed for an expected life of 100,000 hours with < 1% failure rate. Electrical components are mounted on a removable power tray. LISTINGS CSA certified to U.S. and Canadian standards. Light engines are IP66 rated. Rated for -40°C minimum ambient. Cold-weather emergency battery backup rated for -20°C minimum ambient. BUY AMERICAN This product is assembled in the USA and meets the Buy America(n) government procurement requirements under FARS, DFARS and DOT. Please refer to www.acuitybrands.com/resources/buy-american for additional information. WARRANTY Five-year limited warranty. Complete warranty terms located at www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice.Current (A)Light EnginesDrive Current (mA)System Watts120 208 240 277 34712C350 16W0.158 0.118 0.114 0.109 0.105530 22W0.217 0.146 0.136 0.128 0.118700 31W0.296 0.185 0.168 0.153 0.139Amber 450 16W0.161 0.120 0.115 0.110 0.10616C350 20W0.197 0.137 0.128 0.121 0.114530 28W0.282 0.178 0.162 0.148 0.135700 39W0.385 0.231 0.207 0.185 0.163Amber 450 20W0.199 0.139 0.130 0.123 0.116Electrical LoadProjected LED Lumen MaintenanceData references the extrapolated performance projections for the platforms noted in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11).To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory.Operating Hours0 25,000 50,000 100,000Lumen Maintenance Factor1.00 0.98 0.97 0.95To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s KBR8 Bollard homepage. Photometric DiagramsIsofootcandle plots for the KB LED Bollards. Distances are in units of mounting height (3’).Test No. LTL24482 tested in accordance with IESNA LM-79-08.43210-4-3-2-1432104321Test No. LTL24474 tested in accordance with IESNA LM-79-08.43210-4-3-2-1432104321LEGEND0.1 fc0.5 fc1.0 fc3.0 fc6.0 fc12C 700 40K ASY16C 700 40K SYMLight EnginesDrive CurrentSystem Watts3000 K 4000 K 5000 K Limited Wavelength AmberLumens LPW B U G Lumens LPW B U G Lumens LPW B U G Lumens LPW B U GAsymmetric 3 Engines (12 LEDs)350 16 641 401 1 1 809 51 1 1 1 870 54 1 1 1530 22 947 43 1 1 1 1,191 54 1 1 1 1,282 58 1 1 1700 31 1,214 40 1 1 1 1,527 51 1 1 1 1,646 55 1 1 1Amber 450 16324 20 0 1 0Symmetric4 Engines (16 LEDs)350 20 888 44 1 0 0 1,116 56 1 0 0 1,203 60 1 0 0530 28 1,254 45 1 0 0 1,598 57 1 0 1 1,719 61 1 0 1700 39 1,608 41 1 0 1 2,022 52 1 0 1 2,180 56 2 0 1Amber 450 20374 19 0 0 0Note: Available with phosphor-converted amber LED’s (nomenclature AMBPC). These LED’s produce light with 97+% >530 nm. Output can be calculated by applying a 0.7 factor to 4000 K lumen values and photometric files.Performance DataOne Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2012-2021 Acuity Brands Lighting, Inc. All rights reserved. KBR8-LEDRev. 03/17/2165 RESOLUTION NO. PC-2022-673 CONSIDER A RESOLUTION RECOMMENDING CITY COUNCIL APPROVAL OF COMMERCIAL PLANNED DEVELOPMENT NO. 2021 -01 AND VESTING TENTATIVE TRACT MAP NO. 2021-02 FOR TRACT NO. 6068, TO SUBDIVIDE THE PROPERTY INTO ONE COMMON AREA LOT AND SEVEN COMMERCIAL LOTS AND TO ALLOW THE DEVELOPMENT OF SEVEN FREESTANDING OFFICE BUILDINGS TOTALING 28,955 SQUARE FEET, AND RELATED SITE IMPROVEMENTS ON 2.59 ACRES OF PROPERTY, LOCATED AT 858 PATRIOT DRIVE, AND MAKING A DETERMINATION OF EXEMPTION PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) IN CONNECTION THEREWITH, ON THE APPLICATION OF MARTIN TEITELBAUM ON BEHALF OF PATRIOT INVESTORS, LP WHEREAS, On September 22, 2021, Patriot Investors, LP (Applicant) submitted an application for a Commercial Planned Development (CPD) to develop seven freestanding office shell buildings totaling 28,955 square feet. The request also includes Vesting Tentative Tract Map (VTTM) 6068 to subdivide the property into one common area parcel and seven commercial lots (Proposed Project, Project). The Project Site includes 2.59 acres, located on a pre-graded pad, located at 858 Patriot Drive, east of Miller Parkway (Assessor Parcel No. 512-0-430-015) (Project Site, Site); and WHEREAS, at a duly noticed public hearing on June 28, 2022, the Planning Commission considered Commercial Planned Development No. 2021-01 and Vesting Tentative Tract Map No. 2021-02, including the agenda report and any supplements thereto, and written public comment; opened the public hearing and took and considered public testimony both for and against the proposal; and WHEREAS, the Community Development Director has determined that this project is categorically exempt from the provisions of California Environmental Quality Act (CEQA) pursuant to Section 15332 (Class 32: In-fill Development Project) of the CEQA Guidelines, as outlined in the Agenda Report and that there is no substantial evidence that the project will have a significant effect on the environment. Therefore, no further environmental documentation is needed. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF MOORPARK, DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. ENVIRONMENTAL DOCUMENTATION: The Planning Commission, based on its own independent analysis and judgment, concurs with the Community Development Director’s determination that the project is categorically exempt from the requirements of the CEQA pursuant to Section 15332 (Class 32: In -fill Development Project) of the CEQA Guidelines in that the following conditions exist, therefore no further environmental analysis is required. PC ATTACHMENT 3 66 Patriot Office Park Resolution No. PC-2022-673 Page 2 1. The project is consistent with the applicable General Plan designation and all applicable General Plan policies, as well as with applicable zoning designation and regulations. As outlined in this Agenda Report, the Project is consistent with all applicable policies of the General Plan, Carlsberg Specific Plan (CSP), and zoning and subdivision codes. Deviations from certain development standards have been found consistent with nearby uses, as allowed by MMC 17.44.040.C. 2. The proposed development occurs within city limits on a Project Site of no more than five acres substantially surrounded by urban uses. As outlined in this Agenda Report, the 2.59-acre Project Site is located within city limits and surrounded by developed uses. 3. The Project Site has no value as habitat for endangered, rare, or threatened species. As outlined in this Agenda Report, the Project Site has been vacant and pre-graded. No habitat or native vegetation were observed on the property and the site is not located within any identified habitat area where biological resources may exist, nor does the site have any onsite water sources. The Project Site is relatively free of vegetation; therefore, the Site has no habitat for endangered, rare, or threatened species. 4. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality. As proposed and with the inclusion of the Conditions of Approval, the Project would not result in any significant effects related to traffic, noise, air quality, or water quality. 5. The site can be adequately served by all required utilities and public services. As proposed and with the inclusion of the Conditions of Approval, the Project would be adequately served by all required utilities and public services. SECTION 2. COMMERCIAL PLANNED DEVELOPMENT FINDINGS: Based upon the information set forth in the staff report(s), accompanying studies, and oral and written public testimony, the Planning Commission makes the following findings in accordance with City of Moorpark, Municipal Code Section 17.44.040: 6. The site design, including structure location, size, height, setbacks, massing, scale, architectural style and colors, and landscaping, is consistent with the provisions of the General Plan, the Carlsberg Specific Plan (CSP), and other applicable regulations. The Project is consistent with the applicable development standards outlined in the CSP, business park land use designation, applicable zoning standards, and the Landscape Standards and Guidelines , which exceed the CSP standards and include a maximum building height of 24 feet six inches, setback of 55 feet from Patriot Drive, 150 feet from Miller Parkway, 1,400 feet from State Route 23, a lot size of 2.59 acres, 120 parking spaces, one loading space, and 17% site landscaping. Due to being adjacent to a High Fire Severity Zone, 67 Patriot Office Park Resolution No. PC-2022-673 Page 3 slight deviations to the planting plan were required by the Ventura County Fire Department, upon consultant with City Staff, to ensure fire safety on the Project Site. 7. The site design would not create negative impacts on or impair the utility of properties, structures, or uses in the surrounding area. As proposed and conditioned, the Project Site provides required parking, access improvements, site lighting, utility upgrades, storm water retention, and landscape improvements necessary to serve the proposed use and prevent impacts to adjacent properties. 8. The proposed office uses are compatible with the existing and permitted uses in the surrounding area. The Project is compatible to similar nearby uses including adjacent office parks and commercial shopping center developments to the east and north. The proposed Project includes architectural elements, colors and materials similar to the nearby commercial uses and well-developed landscape plan which will help screen the new use from nearby open space, roadways and residential uses. SECTION 3. VESTING TENTATIVE TRACT MAP FINDINGS: Based upon the information set forth in the staff report(s), accompanying studies, and oral and written public testimony, the Planning Commission makes the following findings in accordance with City of Moorpark, Municipal Code Title 16 Subdivisions and the Subdivision Map Act related to the VTTM, included as Exhibit A: 1. The VTTM conforms to the development standards applicable to the General Plan, CSP, zoning and subdivision codes and other applicable standards and guidelines. The proposed deviations from developments standards, allowed pursuant to MMC 17.44.040.C, have been found compatible with nearby commercial and office developments. The Project map and proposed use would be consistent with the adopted CSP which identifies the site for uses related to retail, commercial, and office. 2. The design and proposed site improvements in the Project are consistent with the development standards applicable to the General Plan, CSP, zoning and subdivision codes, and other applicable standards and guidelines. The proposed deviations from developments standards, allowed pursuant to Moorpark Municipal Code (MMC) 17.44.040.C, have been found compatible with nearby commercial and office developments. 3. The site is physically suitable for the proposed office use, intensity of development, and proposed subdivision, in that all City development standards, including access, have been met by the proposed project. The Project Site is relatively flat and requires minimal grading to develop the proposed Project. The proposed design and site improvements are consistent with the General Plan, CSP, zoning 68 Patriot Office Park Resolution No. PC-2022-673 Page 4 and subdivision codes and other applicable standards and guidelines, except where authorized to deviate as noted in MMC 17.44.040.C. The Project provides landscaping and parking in excess of the standards required by the City of Moorpark. 4. The design of the subdivision and the proposed improvements are not likely to cause substantial environmental effects. Pursuant to CEQA, the Project is found to be exempt per Section 15332 related to infill development. Further, the Project will develop a previously-graded pad which has minimal onsite plant species, no trees, and no onsite water sources. Onsite plants consist of nonnative grasses and limited small shrubs, with no onsite trees. Therefore, the project would not cause substantial impacts to fish, wildlife, or their habitat. 5. The design of the subdivision is not likely to cause serious public health problems, in that adequate sanitation and water services is both feasible and required as a condition of this development. The Project includes conditions that will minimize and limit temporary grading and construction impacts that may generate dust or noise concerns. 6. The design of the subdivision and the type of improvements would not conflict with easements acquired by the public at large, for access through, or use of the property within the proposed subdivision, in that full access to and from Patriot Drive has been incorporated in the design of this project. The Project has been conditioned to update and correct a trail easement a lignment on the western boundary of the Project Site to align with the actual location and dimensions of the existing public trail. The trail easement would not be retained through the realignment of the easement boundaries. No other public access easements would be affected by the Project. SECTION 4. PLANNING COMMISSION RECOMMENDATION: The Planning Commission recommends to the City Council approval of Commercial Planned Development No. 2021-01 and Vesting Tentative Tract Map No. 2021-02 as shown on Exhibit A, subject to the Standard and Special Conditions of Approval fo und in Exhibit B attached. SECTION 5. Filing of Resolution: The Community Development Director shall cause a certified resolution to be filed in the book of original reso lutions. 69 Patriot Office Park Resolution No. PC-2022-673 Page 5 The action of the foregoing direction was approved by the following vote: AYES: NOES: ABSTAIN: ABSENT: PASSED, AND ADOPTED this 28th of June, 2022. Kipp Landis Chair Carlene Saxton Community Development Director Attachments: Exhibit A: Vesting Tentative Tract Map No. 2021-02 (VTTM 6068) Exhibit B: Conditions of Approval 70 REVISION #SYMBOLDESCRIPTION OF CHANGEAPPROVEDDATEPREPARED BY:CITY OF MOORPARK APPROVALDATEDANIEL KIM, PECITY ENGINEERDATESHEET _____ OF _____DATEREVIEWED BYSCOTT D. UHLESRCE NO. EXP DATETENTATIVE TRACT MAP NO. 6068PC ATTACHMENT 3 - EXHIBIT A71 REVISION #SYMBOLDESCRIPTION OF CHANGEAPPROVEDDATEPREPARED BY:CITY OF MOORPARK APPROVALDATEDANIEL KIM, PECITY ENGINEERDATESHEET _____ OF _____DATEREVIEWED BYSCOTT D. UHLESRCE NO. EXP DATE72 CITY OF MOORPARK CONDITIONS OF APPROVAL Project Approval Date: ________, 202X Expiration Date: ____________, 202X Location: 858 Patriot Drive, east of Miller Parkway (Assessor Parcel No. 512-0-430- 015) Entitlements: Commercial Planned Development Permit No. 2021-01 and Vesting Tentative Tract Map No. 2021-02 (VTTM 6068) Project Description: Development of seven freestanding office shell buildings totaling 28,955 square feet and the subdivision of the property into one common area parcel and seven commercial lots. The applicant/permittee is responsible for the fulfillment of all conditions and standard development requirements, unless specifically stated otherwise. General Conditions In addition to complying with all applicable City, County, State and Federal Statutes, Codes, Ordinances, Resolutions and Regulations, Development Agreements, Permittee expressly accepts and agrees to comply with the following Conditions of Approval and Standard Development Requirements of this Permit: 1)Within thirty (30) calendar days of approval of this entitlement, the applicant shall sign and return to the Planning Division an Affidavit of Agreement and Notice of Entitlement Permit Conditions of Approval, indicating that the applicant has read and agrees to meet all Conditions of Approval of this entitlement. The Affidavit of Agreement/Notice shall include a legal description of the subject property and have the appropriate notary acknowledgement suitable for recordation. [CDD] 2)This Commercial Planned Development Permit and Vesting Tentative Tract Map permit expires two (2) years from the date of its approval unless the use has been inaugurated by issuance of a building permit for construction. The Community Development Director may, at his/her discretion, grant up to two (2) additional one - year extensions for use inauguration of the development permit if ther e have been no changes in the adjacent areas and if the applicant can document that he/she has diligently worked towards use inauguration during the initial period of time. The City Council he Community Development Director may, at his/her discretion, gran t up to two (2) additional one-year extensions for use inauguration of the development permit if there have been no changes in the adjacent areas and if the applicant can document PC ATTACHMENT 3 - EXHIBIT B 73 that he/she has diligently worked towards use inauguration during the initia l period of time, not to exceed a total of six years. The request for extension of this planned development permit must be made in writing, at least thirty (30) days prior to the expiration date of the permit and must be accompanied by applicable entitle ment processing deposits. [CDD] 3) The Conditions of Approval of this entitlement and all provisions of the Subdivision Map Act, City of Moorpark Municipal Code and adopted City policies at the time of the entitlement approval, supersede all conflicting notations, specifications, dimensions, typical sections and the like which may be shown on said Map and/or plans or on the entitlement application. This language shall be added as a notation to the Final Map and/or to the final plans for the planned development. [CDD] 4) Should continued compliance with these Conditions of Approval not be met, the Community Development Director may modify the conditions in accordance with Municipal Code Section 17.44.100 and sections amendatory or supplementary thereto, declare the project to be out of compliance, or the Director may declare, for some other just cause, the project to be a public nuisance. The applicant shall be liable to the City for any and all costs and expenses to the City involved in thereaf ter abating the nuisance and in obtaining compliance with the Conditions of Approval or applicable codes. If the applicant fails to pay all City costs related to this action, the City may enact special assessment proceedings against the parcel of land upon which the nuisance existed (Municipal Code Section 1.12.170). [CDD] 5) The applicant shall defend, indemnify and hold harmless the City and its agents, officers and employees from any claim, action or proceeding against the City or its agents, officers or employees to attack, set aside, void, or annul any approval by the City or any of its agencies, departments, commissions, agents, officers, or employees concerning this entitlement approval, which claim, action or proceeding is brought within the time period provided therefore in Government Code Section 66499.37 or other sections of state law as applicable and any provision amendatory or supplementary thereto. The City will promptly notify the applicant of any such claim, action or proceeding, and, if the City should fail to do so or should fail to cooperate fully in the defense, the applicant shall not thereafter be responsible to defend, indemnify and hold harmless the City or its agents, officers and employees pursuant to this condition. a. The City may, within its unlimited discretion, participate in the defense of any such claim, action or proceeding if both of the following occur: i. The City bears its own attorney fees and costs; ii. The City defends the claim, action or proceeding in good faith. b. The applicant shall not be required to pay or perform any settlement of such claim, action or proceeding unless the settlement is approved by the applicant. The applicant's obligations under this condition shall apply regardless of whether a Final Map is ultimately recorded with respect to the subdivision or a building permit is issued pursuant to the planned development permit. [CDD] 6) If any of the conditions or limitations of this approval are held to be invalid, that holding does not invalidate any of the remaining conditions or limitations set forth. [CDD] 74 7) All facilities and uses, other than those specifically requested in the application and approval and those accessory uses allowed by the Municipal Code, are prohibited unless otherwise permitted through application for Modification consistent with the requirements of the zone and any other adopted ordinances, specific plans, landscape guidelines, or design guidelines. [CDD] 8) Entitlement Processing: Prior to the approval of any Zoning Clearance for this entitlement the applicant shall submit to the Community Development Department all outstanding entitlement case processing fees, including all applicable City legal service fees. This payment must be made within sixty (60) calendar days after the approval of this entitlement. [CDD] 9) Condition Compliance: Prior to the issuance of any Zoning Clearance, building permit, grading permit, or advanced grading permit, the applicant shall submit to the Community Development Department the Condition Complian ce review deposit. [CDD] 10) Any expansion, alteration or change in architectural elements requires prior approval of the Community Development Director. Those changes in architectural elements that the Director determines would be visible from abutting street(s) may only be allowed, if, in the judgment of the Community Development Director such change is compatible with the surrounding area. Any approval granted by the Director must be consistent with the approved Design Guidelines (if any) for the planned development and applicable Zoning Code requirements. A Permit Modification application may be required as determined by the Community Development Director. [CDD] 11) The applicant agrees not to protest the formation of an underground Utility Assessment District. [CDD & PW] 12) The continued maintenance of the subject site and facilities is subject to periodic inspection by the City. The Applicant and his/her successors, heirs, and assigns are required to remedy any defects in ground or building maintenance, as indicated by the City within five (5) working days from written notification. [CDD] 13) The applicant and his/her successors, heirs, and assigns must remove any graffiti within five (five) days from written notification by the City of Moorpark. All such g raffiti removal must be accomplished to the satisfaction of the Community Development Director. [CDD] 14) If any hazardous waste or material is encountered during the construction of this project, all work must be immediately stopped and the Ventura County Environmental Health Department, the Ventura County Fire Protection District, the Moorpark Police Department, and the Moorpark City Engineer and Public Works Director must be notified immediately. Work may not proceed until clearance has been issued by all of these agencies. [CDD, VCFPD, MPD, VCEHD & PW] 75 15) Prior to issuance of a Grading Permit, the Permittee is encouraged to confirm that the proposed AT&T and Spectrum Cable conduits are sufficient to provide fiber -optic service to each building, and increase if necessary, to maximize the utility and futureproofing of the project. [ED] 16) Prior to the recordation of the Final Vesting Tentative Map, the public access trail easement shall be updated to reflect the as-built layout and dimensions of the trail. Prior to recordation of the updated trail easement, the draft easement shall be submitted to the Parks, Recreation and Community Service and Public Works Directors for review and concurrence prior to recordation. (CDD, PW, and PRCS) Development Fees 17) Capital Improvements and Facilities, and Processing Fees: Prior to the issuance of any Zoning Clearance, the applicant shall submit to the Community Development Department, capital improvement, development, and processing fees at the current rate then in effect. Said fees include, but are not limited to, building and public improvement plan checks and permits. Unless specifically exempted by City Council, the applicant is subject to all fees imposed by the City as of the issuance of the first permit for construction. Fees typically adjust annually. 18) Development Fee: Prior to issuance of Zoning Clearance for each building permit, the applicant shall pay the City a “Development Fee” consistent with the Settlement Agreement requirement for the Amended Carlsberg Specific Plan. 19) Mitigation Fee: Prior to issuance of Zoning Clearance for each building permit, the applicant shall pay the City a “Mitigation Fee” consistent with the Settlement Agreement requirement for the Amended Carlsberg Specific Plan. Institutional uses shall pay on the same basis as commercial and industrial uses, except that institutional uses which are exempt from secured property taxes shall be exempt from the fee. 20) Prior to the issuance of a certificate of occupancy for any building, the applicant shall submit a Master Sign Program to the Community Development Director for review and approval. The Master Sign Program must be designed to provide comprehensive on - site sign arrangement and design consistent with the commercial/industr ial center architecture, the Carlsberg Specific Plan, the Patriot Center Sign Program, and the City’s Sign Ordinance requirements. [CDD] 21) The use of highly reflective glass or highly reflective film applied to glass is not allowed on any structures. Highly reflective glass is defined as glass having a visible light reflectance (VLR) rating of twenty (20) percent or greater. The use of darkl y tinted glass is only allowed in industrial zones. Darkly-tinted glass is defined as glass with a visible light transmittance (VLT) rating of fifty (50) percent or less. The use of low - emissivity (Low-E) glass is encouraged, but it must meet reflectance and transmittance requirements as noted above. The applicant shall provide a sample of 76 the glass to be used, along with information on the VLR and VLT for review and approval by the Community Development Director prior to the issuance of building permits. [CDD] 22) Exterior downspouts are not permitted unless designed as an integral part of the overall architecture and approved by the City as part of the planned development permit. [CDD] 23) Mechanical equipment for the operation of the building must be ground-mounted and screened to the satisfaction of the Community Development Director. The Community Development Director may approve roof-mounted equipment, in which case, all parts of the roof mounted equipment (such as vents, stacks, blowers, air conditioning equipment, etc.) must be below the lowest parapet on the roof; and must be painted the same color as the roofing material. No piping, roof ladders, vents, exterior drains and scuppers or any other exposed equipment may be visible -from adjacent public rights-of-way. [CDD] 24) Any outdoor ground level equipment, facilities or storage areas including, but not limited to loading docks, trash enclosures, cooling towers, generators, must be architecturally screened from view with masonry wall and/or landscaping as determined by the Community Development Director. [CDD] 25) Site shall provide a minimum of 97 parking spaces, as required by Moorpark Municipal Code Chapter 17.32. Parking areas must be developed and maintained in accordance with the requirements of the Moorpark Municipal Code. All parking space and loading bay striping must be maintained so that it remains clearly visible during the life of the development. [CDD] 26) The Building Plans must be in substantial conformance to the plans approved under this entitlement and must specifically include the following: a) Transformers, backflow prevention devices, fire department apparatus, and cross connection water control devices (subject to approval by Ventura County Waterworks District No. 1), screened from street view with a masonry wall and/or landscaping as determined by the Community Development Director. b) Bicycle racks or storage facilities, in quantities as required by the Community Development Director and other City staff and in accordance with the Municipal Code. c) Required loading areas with 45-foot turning radii for loading zones consistent with the AASHO WB-50 design vehicle and as required by the Community Development Director, City Engineer and Public Works Director. If drains from the loading area are connected to the sewer system, they are subject to the approval of Ventura County Waterworks District No. 1. 77 d) Prior to issuance of a Building Permit, the applicant shall modify architectural plans for the east elevations of Buildings A and B east elevation, Building’s C and D, and Building F’s north elevation to include improved architectural treatments and colors consistent with the public facing elevations of the buildings. Archite ctural treatments may include improved building articulation, architectural metal, contrasting colors, breaks in long solid walls, or awnings, as approved by the Community Development Director prior to issuance of Building Permits. [CDD] e) Final exterior building materials and paint colors consistent with the approved plans under this permit. Any changes to the building materials and paint colors are subject to the review and approval of the Community Development Director. f) Identification of coating or rust-inhibitive paint for all exterior metal building surfaces to prevent corrosion and release of metal contaminants into the storm drain system. [CDD] Ground Disturbance 27) If any archeological, paleontological, or historical finds are uncovered during grading or excavation operations, all grading or excavation shall immediately cease in the immediate area and the find must be left untouched. The applicant, in consultation with the project paleontologist or archeologist, shall assure th e preservation of the site and immediately contact the Community Development Director by phone, in writing by email or hand delivered correspondence informing the Director of the find. In the absence of the Director, the applicant shall so inform the City Manager and Planning Manager. The applicant shall be required to obtain the services of a qualified paleontologist or archeologist, whichever is appropriate to recommend disposition of the site. Cultural finds may also require the consultation of local tribal representatives. The paleontologist or archeologist or cultural tribal representative selected must be approved in writing by the Community Development Director. The applicant shall pay for all costs associated with the investigation and disposition of the find. [CDD] 28) Archeological Training: Prior to any ground disturbing activity, construction personnel associated with earth moving equipment, drilling, grading, and excavating, shall be provided with basic training conducted by a qualified archae ologist. Issues that shall be included in the basic training will be geared toward training the applicable construction crews in the identification of archaeological deposits, further described below. Training will include written notification of the restrictions regarding disturbance and/or removal of any portion of archaeological, paleontological, or historical deposits and the procedures to follow should a resource be identified. The construction contractor, or its designee, shall be responsible for implementation of this measure. A tribal monitor shall be provided an opportunity to attend the pre -construction briefing if requested. [CDD] 29) Inadvertent Discovery of Human Remains. The inadvertent discovery of human remains is always a possibility during ground disturbances; State of California Health and Safety Code Section 7050.5 addresses these findings. This code section states 78 that in the event human remains are uncovered, no further disturbance shall occur until the County Coroner has determined the origin and disposition of the remains pursuant to California Public Resources Code Section 5097.98. The Coroner must be notified of the find immediately, together with the City and the property owner. If the human remains are determined to be prehistoric, the Coroner will notify the Native American Heritage Commission (NAHC), which will determine and notify a Most Likely Descendant (MLD). The MLD shall complete the inspection of the site within 48 hours of notification and may recommend scientific removal and nondestructive analysis of human remains and items associated with Native American burials and an appropriate reinternment site. 30) Paleontological Plan: If paleontological remains are discovered, a paleontological mitigation plan outlining procedures for paleontological data recovery must be prepared and submitted to the Community Development Director for review and approval. The development and implementation of this Plan must include consultations with the Applicant's engineering geologist as well as a requirement that the curation of all specimens recovered under any scenario will be through the Los Angeles County Museum of Natural History (LACMNH). All specimens become the property of the City of Moorpark unless the City chooses otherwise. If the City accepts ownership, the curation location may be revised. The monitoring and data recovery should include periodic inspections of excavations to recover exposed fossil materials. The cost of this data recovery is limited to the discovery of a reasonable sample of available material. The interpretation of reasonableness rests with the Community Development Director. [CDD] 31) All uses and activities must be conducted inside the building(s) unless otherwise authorized in writing by the Community Development Director consistent with applicable Zoning Code provisions. [CDD] 32) Prior to the issuance of a Zoning Clearance for tenant occupancy, the prospective tenant shall obtain a Business Registration Permit from the City of Moorpark. Future tenants or uses may require additional discretionary permits, as identified in the Moorpark Municipal Code. All contractors doing work in Moorpark shall have or obtain a current Business Registration Permit. [CDD] 33) Prior to or concurrently with the issuance of a Zoning Clearance for occupancy of any of the buildings, the applicant shall request that the City Council approve a resolution to enforce California Vehicle Codes (CVC) on the subject property as permitted by the CVC. [CDD] 34) Prior to or concurrently with the issuance of a Zoning Clearance for a grading permit, the applicant shall submit the construction phasing plan for approval by the Community Development Director and City Engineer and Public Works Director. Phasing shall avoid, to the extent possible, construction traffic impacts to existing adjacent residential, commercial, industrial areas, schools, parks and other city facilities, if any. [CDD & PW] 79 35) No overnight parking, repair operations or maintenance of trucks may occur on site. The property owner may enter into an agreement with the City to allow the City to enter the property when the property owner has properly posted signs restricting the overnight parking, repair or maintenance of truck, to enforce the onsite restrictions and assume the costs of towing the violating vehicles. [CDD] AGENCY OR DEPARTMENT CONDITIONS Landscaping, Lighting And Maintenance Requirements 36) All landscaping must be maintained in a healthy and thriving condition, free of weeds, litter and debris. All paved surfaces: including, but not limited to, the parking area and aisles, drive-through lanes, on-site walkways must be maintained free of litter, debris and dirt. Walkways, parking areas and aisles and drive -through lanes must be swept, washed, or vacuumed regularly. When swept or washed, litter, debris and dirt must be trapped and collected to prevent entry to the storm drain system in accordance with NPDES requirements. [CDD & PRCS] City of Moorpark Public Works Department Conditions Engineering Division 37) Prior to construction, applicant shall submit a construction traffic control plan for the review and approval of the City Engineer and Public Works Director. Traffic control plan shall include construction advisory speed limits, speed limit posting locations, and enforcement measures if needed. [PW] 38) The applicant and/or property owner shall provide verification to the City Engineer and Public Works Director that all on-site storm drains have been cleaned at least twice a year, once immediately prior to October 1st (the rainy season) and once in January. Additional cleaning may be required by the City Engineer and Public Works Director depending upon site and weather conditions. [PW] 39) Prior to any work being conducted within any State, County, or City right-of- way, the applicant shall obtain all necessary encroachment permits from the appropriate agencies and provide copies of these approved permits and the plans associated with the permits to the City Engineer and Public Works Director. [PW] 40) Reactive organic compounds, Nitrogen oxides (ozone/smog precursor), and particulate matter (aerosols/dust) generated during construction operations must be minimized in accordance with the City of Moorpark standards and the standards of the Ventura County Air Pollution Control District (APCD). When an air pollution Health Advisory has been issued, construction equipment operations (including but not limited to grading, excavating, earthmoving, trenching, material hauling, and roadway construction) and related activities must cease in order to minimize associated air pollutant emissions. [PW & VCAPCD] 80 41) The applicant shall utilize all prudent and reasonable measures (including installation of a 6-foot-high chain link fence around the construction site(s) and/or provision of a full time licensed security guard) to prevent unauthorized persons from entering the work site at any time and to protect the public from accidents and injury. [PW] 42) Prior to construction, the applicant shall post, in a consp icuous location, the construction hour limitations and make each construction trade aware of the construction hour limitations to the satisfaction of the City. [CDD & PW] 43) Prior to the issuance of a grading permit or Final Map approval, whichever comes first, the applicant shall post sufficient surety with the City, in a form acceptable to the City Engineer and Public Works Director, guaranteeing completion of all onsite and offsite improvements required by these Conditions of Approval and/or the Municipal Code including, but not limited to grading, street improvements, storm drain improvements, temporary and permanent Best Management Practice (BMP) for the control of non - point water discharges, landscaping, fencing, and bridges. Grading and improvements must be designed, bonded, and constructed as a single project. [PW] 44) Prior to the issuance of a grading permit or Final Map approval, whichever occurs first, the applicant shall provide written proof to the City Engineer and Public Works Director that any and all wells that may exist or have existed within the project have been properly sealed, destroyed or abandoned per Ventura County Ordinance No. 2372 or Ordinance No. 3991 and per California Department of Conservation, Division of Oil, Gas, and Geothermal Resources requirements. [PW] 45) During grading, the project geotechnical engineer shall observe and approve all keyway excavations, removal of fill and landslide materials down to stable bedrock or in-place material, and installation of all sub-drains including their connections. All fill slope construction must be observed and tested by the project geotechnical engineer, and the density test results and reports submitted to the City Engineer and Public Works Director to be kept on file. Cuts and slopes must be observed and mapped by the project geotechnical and civil engineers who will provide any required slope modification recommendations based on the actual geologic conditions encountered during grading. Written approval from the City Engineer an d Public Works Director must be obtained prior to any modification. [PW] 46) Written weekly progress reports and a grading completion report must be submitted to the City Engineer and Public Works Director by the project geotechnical engineers. These reports must include the results and locations of all compaction tests, as-built plans of all landslide repairs and fill removal, including geologic mapping of the exposed geology of all excavations showing cut cross-sections and sub-drain depths and locations. The lists of excavations approved by the engineering geologist must also be submitted. Building permits will not be issued without documentation that the grading and other pertinent work has been performed in accordance with the geotechnical report criteria and applicable Grading Ordinance provisions. [PW] 81 47) During grading, colluvial soils and landslide deposits within developed portions of the properties must be re-graded to effectively remove the potential for seismically- induced landslides in these materials. Additional buttressing, keying and installation of debris benches must be provided in transition areas between non -graded areas and development as recommended in the final geotechnical reports by the project geotechnical engineer. [PW] 48) Temporary irrigation, hydroseeding and erosion control measures, approved by the Community Development Director, City Engineer and Public Works Director, must be implemented on all temporary grading. Temporary grading is defined to be any grading partially completed and any disturbance of existing natural conditions due to construction activity. These measures will apply to a temporary or permanent grading activity that remains or is anticipated to remain unfinished or undisturbed in its altered condition for a period of time greater than thirty (30) calendar days except that during the rainy season (October 1 to April 15), these measures will be implemented immediately. [CDD & PW] 49) Grading may occur during the rainy season from October 1 to April 15, subject to timely installation of erosion control facilities when approved in writing by the City Engineer, Public Works Director and the Community Development Director and when erosion control measures are in place. In order to start or continue grading operations between October 1 and April 15, project-specific erosion control plans that provide detailed Best Management Practices for erosion control during the rainy season must be submitted to the City Engineer and Public Works Director no later than September 1 of each year that grading is in progress. During site preparation and construction, the contractor shall minimize disturbance of natural groundcover on the project site until such activity is required for grading and construction purposes. During the rainy season, October 1 through April 15, all graded slopes must be covered with a woven artificial covering immediately after completion of each graded slope. Grading operations must cease if the applicant fails to place effective best management measures on graded slopes immediately after construction. No slopes may be graded or otherwise created when the National Weather Service local three-day forecast for rain is twenty percent (20%), or greater, unless the applicant is prepared to cover the permanent and temporary slopes before the rain event. The artificial covering and planting will be to the satisfaction of the Community Development Director, City Engineer, and Public Works Director. [CDD & PW] 50) Prior to construction, the applicant shall comply with the City of Moorpark standard requirements for dust control, including, but not be limited to, minimization of ground disturbance, application of water/chemicals, temporary/permanent ground cover/seeding, street sweeping, and covering loads of dirt for the review and approval of the City Engineer and Public Works Director. All clearing, grading, earth moving, excavation, soil import and/or soil export operations must cease during periods of high winds (greater than 15 mph averaged over one hour). [PW] 51) At least one (1) week prior to commencement of grading or construction, the applicant shall prepare a notice that grading or construction work will commence. This notice 82 shall be posted at the site and mailed to all owners and occupants of property within five-hundred feet (500') of the exterior boundary of the project site, as shown on the latest equalized assessment roll. The notice must include current contact information for the applicant, including all persons with authority to indicate and implement corrective action in their area of responsibility, including the name of the contact responsible for maintaining the list. The names of individuals responsible for noise and litter control, tree protection, construction traffic and vehicles, erosion control, and the twenty-four (24) hour emergency number, must be expressly identified in the notice. The notice must be re-issued with each phase of major grading and construction activity. A copy of all notices must be concurrently transmitted to the Community Development Department. The notice record for the City must be accompanied by a list of the names and addresses of the property owners notified and a map identifying the notification area. [CDD & PW] 52) Applicant has full right to exercise the service of a new engineer in charge at any time during a project. When there is a change in engineer, the applicant/owner shall notify the City Engineer and Public Works Director in writing within 48 hours of such change. Said letter shall specify successor California Registered Civil Engineer and shall be stamped and signed and dated by said engineer in responsible charge and shall accept responsibility of project. The letter will be kept on file at the City. [PW] 53) Prior to Grading Permit issuance, all domestic water and sanitary sewer improvements shall be reviewed and approved by Ventura County Waterworks District No. 1. [PW] 54) Prior to any Grading Permit issuance, the applicant shall obtain approval and/or permit, if applicable, from Ventura County Watershed Protection District for any storm water connection(s) and discharges into the Arroyo Simi Channel. [PW] 55) All private driveway intersections within the development shall provide adequate sight- distance for all approaches for all users, including pedestrians and cyclis ts. Sight- distance analysis shall be provided to the City Engineering Division for review and acceptance. [PW] 56) Prior to Grading Permit issuance, site access and fire hydrant locations shall be reviewed and approved by the Ventura County Fire Department. [PW] 57) Prior to Building Permit issuance, any existing sub -surface septic systems shall be removed. [PW] 58) The applicant shall submit Precise Grading Plans, prepared by a California Registered Civil Engineer, detailing the design of finished surf aces including parking lot pavement, curbs, curb and gutter, local depressions, sidewalks disabled access parking, ramps, connections to public right of way and disabled access circulation within the site. The plans should include design grades for propose d buildings, including pad and finished floor elevations, required over-excavations cut/fill slopes, keyways, subdrains, limits and details of any required remedial grading. Required retaining walls shall be detailed with top of wall/top of footing callout s every 25 to 50 83 feet, related finished grades at the top of walls, and details of provisions for subdrains and connections to approved points of disposal. Precise Grading Plans shall be submitted to the City of Moorpark Public Works Department for review and approval prior to the issuance of a Grading Permit. [PW] 59) The applicant shall submit Utility Plans, prepared by a California Registered Civil Engineer, that detail water distribution mains, appurtenances, service laterals to individual buildings, fire hydrants, backflow prevention devices and connection to the existing water main, as well as the on site sewer system and related connection to the main in Patriot Drive. Utility Plans shall be submitted to the City of Moorpark Public Works Department, County of Ventura, and Ventura County Fire Department for review and approval prior to the issuance of a Grading Permit. [PW] 60) The applicant shall submit a design level Geotechnical Report prepared by a Geotechnical Engineer and Engineering Geologist. The Geotechnical Report shall provide specific recommendations for cut/fill slopes, foundations, retaining walls, temporary excavations, utility trenches, by the proposed development. The report shall present detailed geotechnical recommendations for design and construction of the proposed project and improvements, as well as mitigation of known geologic hazards. The Geotechnical Report shall be prepared in accordance with the County of Ventura standards and shall be submitted to the City of Moorpark Public Work s Department for review and approval prior to the issuance of a Grading Permit. [PW] 61) All pavement structural sections shall be designed by the project Geotechnical Engineer and Engineering Geologist and submitted in conjunction with the final geotechnical report for review and approval by the City of Moorpark Public Works Department prior to the issuance of a Grading Permit. [PW] 62) All slopes shall be 2:1 (horizontal to vertical) or less in accordance with the approved geotechnical studies. [PW] 63) The applicant shall provide for the mitigation of the potential for liquefaction and lateral spreading, and well as the densifying of soils underlying and providing support for the proposed buildings based on the recommendations in the project Geotechnical Report. The applicant will provide for a specific design and method of ground improvement to satisfy the above requirements. Ground improvement design and liquefaction mitigation shall be submitted to the City of Moorpark Public Works Department for review and approval prior to the issuance of a Grading Permit. [PW] 64) The applicant shall eliminate or remediate all geologic hazards associated with this proposed development to the satisfaction of the City of Moorpark Public Works Department. [PW] 65) The applicant agrees to address and mitigate any and all engineering and geotechnical design and construction issues not contained within these conditions, associated with the proposed development that may arise during final design. [PW] 84 66) All existing and proposed easements shall be reflected on the project plans. [PW] 67) All grading and excavation shall be observed and documented by the project Geotechnical Engineer, who shall verify that the excavation, grading, subdrainage, backfill, compaction, and related operations are executed by the site construction personnel in conformance with the provisions of the approved Geotechnical Report. Any deficiencies noted shall be brought to the attention of the grading contractor and the City. Such observations, verifications, related tests, and other pertinent documentation shall be submitted to the City of Moorpark Public Works and Community Development Departments for review and approval prior to the issuance of a Building Permit. [PW] 68) Rough Grade Report. At the completion of rough grading, the project Geotechnical Engineer shall submit a comprehensive rough grade report summarizing the required observations, verifications, related tests, and other pertinent documentation to the City of Moorpark Public Works and Community Development Departments for review and approval prior to the issuance of a Building Permit. [PW] 69) Rough Grade and Building Pad Certifications. Upon completion of rough grading, the applicant shall submit Rough Grade and Building Pad Certifications on th e City’s forms. The certifications shall be signed by the project Geotechnical Engineer and project Civil Engineer, as well as the Grading Contractor. The certification shall be accompanied by as-built survey where deemed necessary by the City Engineer to verify compliance with the limits and elevations required by the approved grading and drainage plans. The Rough Grade and Building Pad Certifications shall be reviewed in conjunction with the Rough Grade Report by the City of Moorpark Public Works Department for approval prior to the issuance of a Building Permit. [PW] 70) Approval of Rough Grading. The project Rough Grade Report and Rough Grade and Building Pad Certifications shall be reviewed and approved by the City Engineer. Evidence of such approval shall be provided to the Community Development Department, Building and Safety Division, prior to the issuance of a Building Permit. No Building Permit shall be issued for the project without these approvals. [PW] 71) Final Grade Certification. Prior to the issuance of a Certificate of Occupancy (C of O), the applicant shall submit a Final Grade Certification on the City’s form. The Final Grade Certification shall be reviewed and approved by the City Engineer prior to the issuance of a C of O for the project. [PW] Final Map 72) The Final Map must be prepared in accordance with the latest copy of the, "Guide for the Preparation of Tract Maps, Parcel Maps and Records of Survey/Corner Records" as published by the Public Works Agency of the County of Ventura and amended f rom time to time. The various jurat's/notary acknowledgements and certificates must be modified, as appropriate, to reflect the jurisdiction of the City and the location of the 85 subdivision within the City. The Final Map must provide that each lot corner an d street centerline intersection, tangent point, and terminus be monumented with Ventura County Road Standard survey monument plate E -4. Street monuments must be intervisible. The E-4 monument disk stamping must read, "City of Moorpark", be center punched to show the corner, and be stamped with the registration or license number of the professional surveyor responsible for its location. [PW] 73) Concurrently with the submittal of the Final Map, the applicant shall submit a current (dated within the last ninety (90) days) preliminary title report to the City Engineer and Public Works Director, which clearly identifies all interested parties, lien holders, lenders and all other parties having any record title interest in the real property being subdivided. The preliminary title report must identify the holders of any easements that affect the subdivision and contain the vesting deeds of ownership and easements. Thirty (30) days prior to the submittal of the Final Map Mylar® sheets, the applicant shall provide the City Engineer and Public Works Director, a subdivision guarantee policy of the property within the Final Map and preliminary title report for each area of easement proposed to be obtained for grading or construction of improvements. [PW] 74) Prior to or concurrently with the submittal of the Final Map, the applicant shall provide written evidence to the City Engineer and Public Works Director that a copy of the conditionally approved Tentative Map together with a copy of Section 66436 of the State Subdivision Map Act has been transmitted to each public entity or public utility that is an easement holder of record. The applicant shall obtain subordination of senior rights of easement from any such public utility in favor of the City. [PW] 75) At least one-hundred-twenty (120) days prior to the filing of the Final Map, if any improvement which the applicant is required to construct or install is to be constructed or installed upon land in which the applicant does not have title or interest sufficient for such purposes, the applicant shall comply with all of the requirements of Subdivision Map Act Section 66462.5 and any provision amendatory or supplementary thereto. Prior to the filing of the Final Map the applicant shall provide the City with an executed offsite property acquisition agreement in a form acceptable to the Community Development Director, City Attorney, and City Manager. As a part of the notification to the City required by that section, the applicant shall provide the City a deposit in an amount approved by the Community Development Director, sufficient to pay the estimated costs and fees to be accrued by the City in obtaining said property. Within fifteen (15) days of notification by the City that the deposited funds are insufficient to complete the acquisition, the applicant shall deposit such additional funds that the Community Development Director deems necessary. During the time between notice of insufficiency of deposited funds and payment of said insufficiency, the time limits of Section 66462.5 shall toll. [PW] 76) Prior to Final Map approval, the applicant shall obtain City Engineer and Public Works Director approval of all required public improvement and grading plans. The applicant shall enter into an agreement with the City of Moorpark to complete grading, public improvements and subdivision monumentation and post sufficient surety guaranteeing the construction and maintenance of grading all public improvements, 86 and private street and storm drain improvements; construction and p ost construction NPDES Best Management Practice; and subdivision monumentation in a form and in an amount acceptable to the City Engineer. The plans must be prepared by a California Registered Civil Engineer and sureties must meet the City's requirements for sureties and must remain in place for one year following final acceptance of the improvements by the City or until such time that the City Council shall approve their redemption, whichever is the longer. [PW] 77) Prior to Final Map approval, the applicant shall post sufficient surety in an amount acceptable to the Community Development Director, City Engineer, Public Works Director and in a form approved by City Attorney guaranteeing the payment of laborers and materials men in an amount no less than fifty percent (50%) of the faithful performance surety. [PW] 78) Prior to Final Map approval and upon submittal of the Final Map Mylar® sheets, the applicant shall provide the City Engineer and Public Works Director electronic files of the Final Map, complete in every fashion except for signatures, in a format satisfactory to the City Engineer and Public Works Director. [PW] 79) Upon recordation of the Final Map(s) the applicant shall forward a photographic process copy on 3-mil polyester film of the recorded Map(s) to the City Engineer and Public Works Director. [PW] 80) Prior to Final Map approval, the applicant shall show all lot -to-lot drainage easements or secondary drainage easements delineated on the Final Map. Assurance in the form of an agreement must be provided to the City that these easements will be adequately maintained by the property owners to safely convey stormwater flows. Said agreement must be submitted to the City Engineer and Public Works Director and City Attorney for review and approval and must include provisions for the owner’s association to maintain any private storm drain not maintained by a City Assessment District in conformance with the NPDES. The agreement must be a durable agreement that is binding upon each property owner of each lot a nd successors in interest. [PW] 81) Prior to Final Map approval, the applicant shall fully complete the "Final Map Processing Procedures" as outlined in Moorpark Administrative Procedure (MAP) CD- 18, available from the Community Development Department. [PW] 82) Prior to Final Map approval, applicant shall provide all improvement plans for review and concurrence from the Engineering Department. [PW] 83) Prior to Final Map approval, all public utility easements shall be reviewed and accepted by the utility provider(s) and/or public agency(ies). [PW] 84) The Tentative Tract Map and Final Map shall be a type appropriate for a one -lot subdivision and shall clearly indicate that it is being prepared for condominium purposes. [PW] 87 85) The Final Map shall contain a plat which reflects the subject property, property lines, easements of record, any new easements proposed (which are intended to be conveyed by the Final Map), a metes and bounds legal description, basis of bearings, data tables and other pertinent data. [PW] 86) The applicant’s engineer shall plot all referenced easements on the site plans, grading plans and Final Map. [PW] 87) The applicant shall prepare Covenants, Conditions and Restrictions (CC&R’s) for the project. The CC&R’s shall be reviewed and approved by the Community Development and Public Works Departments, prior to recordation. [PW] 88) The approved Final Map shall be recorded with the County of Ventura prior to the issuance of a Building Permit by the Community Development Department. [PW] Public Street and Private Streets Related Improvements 89) Prior to construction of any public improvement, the applicant shall sub mit to the City Engineer and Public Works Director, for review and approval, street improvement plans prepared by a California Registered Civil Engineer, and enter into an agreement with the City of Moorpark to complete public improvements, with sufficient surety posted to guarantee the complete construction of all improvements, except as specifically noted in these Standard Conditions or Special Conditions of Approval. [PW] 90) Prior to issuance of the first building permit, all existing and proposed utilities, including electrical transmission lines less than 67Kv, must be under -grounded consistent with plans approved by the City Engineer, Public Works Director and Community Development Director. [CDD & PW] 91) Prior to final inspection of improvements, the project Registered Civil Engineer shall submit certified original "record drawing" plans with three (3) sets of paper prints and the appropriate plan revision review fees to the City Engineer and Public Works Director along with electronic files in a format satisfactory to the City Engineer and Public Works Director. These "record drawing" plans must incorporate all plan revisions and all construction deviations from the approved plans and revisions thereto. The plans must be "record drawings" on 24" X 36" Mylar® sheets (made with proper overlaps) with a City title block on each sheet. In addition, the applicant shall provide an electronic file update of the City's Master Base Map electronic file, incorporating all streets, sidewalks, streetlights, traffic control facilities, street striping, signage and delineation, storm drainage facilities, water and sewer mains, lines and appurtenances and any other utility facility installed for this project. [PW] 92) Prior to reduction of improvement bonds, the applicant must submit reproducible centerline tie sheets on 3-mil polyester film to the City Engineer and Public Works Director. [PW] 88 93) Prior to Grading Permit Issuance, all street dedications and vacations shall be reviewed for technical correctness and acceptance by the City. (This has to the with their parcel extending on to LA Avenue and maybe the water easement at the park.) [PW] 94) All driveway approaches that cross an accessible path or sidewalk shall be ADA compliant. [PW] 95) Standard roadway designs, per the most current Ventura County Road Standards, shall be used for all public and private street improvements. This includes all proposed knuckles and cul-de-sac designs. [PW] 96) The applicant shall provide plans detailing the design of the horizontal and vertical alignment for the project’s access driveways and vehicle circulation to the satisfaction of the County of Ventura Fire Department and City of Moorpark Public Works Department. Such design shall utilize standards for vertical curve, sight distance and turning movement design consistent with County of Ventura, AASHTO and City of Moorpark design requirements. Design plans shall be submitted to the City of Moorpark Public Works Department for review and approval prior to the issuance of a Grading Permit. [PW] 97) The applicant shall submit Street Improvement Plans, prepared by a California Registered Civil Engineer, detailing the design of frontage improvements including curb, gutter, sidewalk, roadway pavement, drainage, signage, striping , utilities and other improvements. Plans shall include designs and details of existing and proposed sidewalk and driveway transitions compliant with the Americans with Disabilities Act (ADA) as well as disabled access provisions as contained in the latest edition of the California Building Code (CBC), as amended by the County of Ventura and the City of Moorpark. Any existing frontage improvements (sidewalk, driveway(s), clearances around above-ground utility poles, utility boxes, etc) shall be reviewed and upgraded as necessary to comply with disabled accessibility standards. Street Improvement Plans shall be submitted to the City Engineer and Public Works Director for review and approval prior to the issuance of a Grading Permit. [PW] Drainage and Hydrology 98) Prior to approval of a grading plan, the applicant shall submit a drainage plan with calculations that analyze conditions before and after development, as well as potential development proposed, approved, or shown in the General Plan for the review and approval of the City Engineer and Public Works Director. Quantities of water, water flow rates, major watercourses, drainage areas and patterns, diversions, collection systems, flood hazard areas, sumps, sump locations, detention and NPDES facilities and drainage courses must be addressed. [PW] 99) Hydrology calculations must be per current Ventura County Watershed Protection Agency Standards and to the satisfaction of the City Engineer and Public Works Director. Development projects within a 100-year flood zone may require a Conditional 89 Letter of Map Revisions (CLOMR) and Letter of Map Revision (LOMR) as determined by the City Engineer and Public Works Director. [PW] 100) The applicant shall submit a Project Drainage Report, prepared by a California Registered Civil Engineer, to address existing and proposed hydrology, including offsite flow patterns which currently influence the project site. Report shall address developed hydrology associated with the site development, based on the provisions of the Ventura County Hydrology Manual and associated methodology, addressing both 10-year and 100-year existing and proposed drainage conditions, including provisions for the interception and conveyance of the 10-year design storm and flood hazards associated with the 100-year storm. Calculations for the mitigation of increased stormwater runoff shall be provided to support on -site detention facility sizing. Calculations shall address the detailing and sizing of area drains, catch basins and storm drain laterals on site, and shall be coordinated with the project Storm Drain Plans. The Project Drainage Report shall be submitted to the City of Moorpark Public Works Department for review and approval prior to the issuance of a Grading Permit. [PW] 101) The applicant’s engineer shall provide for detention of on-site storm drainage, based on either offsite storm drain capacity limitations or a ‘no net increase’ approach, whichever yields the greater volume or required detention. In either case the required volume shall be calculated by unit hydrograph or other approved means. Such calculations shall be included in the Project Drainage Report. 102) All storm water detention, retention, and impoundment facilities shall provide access for maintenance purposes. This includes, but is not limited to, maintenance access roads, vehicle and/or man gates, and adequate space to maneuver equipment. 103) If the improvements are to be phased, any interim drainage condition shall be considered as part of the proposed improvements. 104) If drainage is conveyed to adjacent properties, additional easements and/or approvals may be required. 105) Existing desilting basin, debris riser and storm drain lateral shall be removed to the storm drain main in Patriot Drive. Details of the lateral removal and repair of the existing storm drain main shall be included in the Storm Drain Plans. 106) Unless specifically approved by the City of Moorpark, the on -site storm drain system shall be privately owned and maintained. Storm drain plans shall clarify that the on - site storm drain system is not to be maintained by either the City of Moorpark or the County of Ventura. National Pollutant Discharge Elimination System (NPDES) 90 107) Prior to the start of grading or any ground disturbance, the applicant shall identify a responsible person experienced in NPDES compliance who is acceptable to the City Engineer and Public Works Director. The designated NPDES person (superintendent) shall be present, on the project site Monday through Friday and on all other days when the probability of rain is forty percent (40%) or greater and prior to the start of and during all grading or clearing operations until the release of grading bonds. The superintendent shall have full authority to rent equipment and purchase materials to the extent needed to effectuate Best Management Practices. The superintendent shall be required to assume NPDES compliance during the construction of streets, storm drainage systems, all utilities, buildings, and final landscaping of the site. [PW] 108) Development shall conform to the current requirements for the County’s MS4 permit for new developments. The applicant’s engineer shall design required water quality mitigation features and related storm water mitigation volumes (Qpm) in accordance with the Ventura County Technical Guidance Manual for Stormwater Quality Control Measures, NPDES and City requirements. Calculations shall be submitted with the Project Drainage Report. All covenants shall be submitted to the City of Moorpark Public Works Department for review and approval and be recorded prior to Grading Permit issuance. [PW] 109) The applicant’s engineer shall provide for the mitigation of the project’s storm water quality impacts. The applicant’s engineer shall provide calculations for the sizing and location of devices intended to mitigate such impacts and coordinate the locations of required water quality treatment devices on the Storm Drain Plans. The details of the required devices shall be included in the Project Drainage Report and detailed on the project plans. [PW] 110) All storm water facilities shall conform to the most current Ventura County Technical Guidance Manual for Storm Water Quality Control Measures. This includes all HOA and Facilities District (future?) maintained storm water quality facilities. [PW] 111) In-tract improvements shall incorporate Low Impact Development standards. [PW] 112) A State Storm Water Pollution Prevention Plan is required for all ground disturbing activities that are greater than one acre. Prior to Grading Permit issuance, a Notice of Intent (NOI) and the SWPPP shall be filed with the State Water Resources Control Board, and a Waster Water Discharge Identification Number and Construction General Permit must be obtained. [PW] 113) Prior to the issuance of any construction/Grading Permit and/or the commencement of any qualifying, grading or excavation, the applicant for pr ojects with facilities identified as subject to the State Board General Industrial and Commercial permits shall prepare and submit a Stormwater Pollution Prevention Plan (SWPPP). The SWPPP must address post-construction compliance with stormwater quality management regulations for the project. The SWPPP, improvement plans and grading plans must note that the contractor shall comply with the latest edition of the California 91 Best Management Practices New Development and Redevelopment Handbook, published by the California Stormwater Quality Association. The SWPPP must comply with the Ventura Countywide Stormwater Quality Management Program Land Development Guidelines, Technical Guidance Manual for Stormwater Quality Control Measures, and the Stormwater Management Program (SMP) to develop, achieve, and implement a timely, comprehensive, cost effective stormwater pollution control program to reduce pollutants to the maximum extent practicable. The SWPPP must be prepared in compliance with the form and format estab lished in the Ventura Countywide Stormwater Quality Management Program, and submitted, with appropriate review deposits, for the review and approval of the City Engineer/Public Works Director. The proposed plan must also address all relevant NPDES requirements, maintenance measures, estimated life spans of Best Management Practices facilities, operational recommendations and recommendations for specific Best Management Practices technology, including all related costs. The use of permanent dense ground cover planting approved by the City Engineer/Public Works Director and Community Development Director is required for all graded slopes. Methods of protecting the planted slopes from damage must be identified. Proposed management efforts during the lifetime of the project must include best available technology. “Passive” and “natural” BMP drainage facilities are to be provided such that surface flows are intercepted and treated on the surface over biofilters (grassy swales), infiltration areas and other similar solutions. The use of filters, separators, clarifiers, absorbents, adsorbents or similar “active” devices is not acceptable and may not be used without specific prior approval of the City Council. The use of biological filtering, bio-remediation, infiltration of pre-filtered stormwater and similar measures that operate without annual maintenance intervention, that are failsafe, that, when maintenance is needed, will present the need for maintenance in an obvious fashion and which will be maintainable in a cost effective and non-disruptive fashion is required. As deemed appropriate for each project, the SWPPP must establish a continuing program of monitoring, operating and maintenance to: a) Provide discharge quality monitoring. b) Assess impacts to receiving water quality resulting from discharged waters. c) Identify site pollutant sources. d) Educate management, maintenance personnel and users, to obtain user awareness and compliance with NPDES goals. e) Measure management program effectiveness. f) Investigate and implement improved BMP strategies. g) Maintain, replace and upgrade BMP facilities (establish BMP facility inspection standards and clear guidelines for maintenance and replacement). h) Secure the funding, in perpetuity, to achieve items “a” throu gh “g” above. [PW] Solid Waste 114) Prior to issuance of a construction permit, the applicant shall provide a Recycling Bin Plan for the review and approval of the City's Solid Waste Management staff. Bins must be labeled with "Recycling Only" and bins containing mixed material must be sent to a State-approved recycling center or transfer station where the material is to 92 be sorted for proper recycling. Applicant will also be required to divert 65% of all non - hazardous construction materials from landfill. [SWM] 115) Space must be provided in the trash enclosure for the storage of containers for recycling, green waste and at least one additional 95 gallon food waste bins to satisfaction of the City's Solid Waste Management staff. Alternatively, a separate enclosure must be provided depending on the anticipated volumes of recyclable and green or organic waste material. [SWM] 116) Prior to issuance of a building permit, the applicant shall submit a Construction and Demolition Materials Management Plan Estimate for the review and approval of the City's Solid Waste Management staff and Building and Safety Division for recycling of waste materials consistent with the aforementioned requirement. The Plan must include estimated quantities for each type of ma terial to be diverted or landfilled. [SWM] 117) Prior to final inspection, the applicant must submit a Final Report Construction and Demolition Waste Letter of Documentation (including premium gate tickets) to the Building and Safety Division, demonstrating compliance with the Construction and Demolition Materials Management Plan Estimate and indicate the total amount of construction and demolition waste diverted. [SWM] 118) Prior to issuance of a zoning clearance for a building permit, the applicant shall provide a trash enclosure plan for the review and approval of the City's Solid Waste Management staff and Community Development Director. Trash enclosure must include a solid-screen gate with a solid roof design to match building and be of sufficient size to accommodate appropriate trash bins. [SWM] Moorpark Police Department 119) Prior to issuance of a zoning clearance for building permit, a security plan shall be reviewed and approved by the Moorpark Police Department. Security plan shall include exterior access doors that have viewport windows. [MPD] 120) Prior to issuance of a certificate of occupancy, the applicant shall provide a video surveillance camera plan for common areas and will be subject to the review and approval of the Moorpark Police Department. Camer as shall also be registered with the Ventura County Sheriff’s Office Video Surveillance Camera Registration Program. [MPD] 121) Trash enclosures shall be secured with a durable latch system. [MPD] County Of Ventura Water And Sanitation 122) Prior to issuance of a Building Permit, the applicant shall provide a copy of the recorded easements and recorded map to the Ventura County Waterworks District No. 1. [VCWD1] 93 Ventura County Waterworks District No. 1 Conditions 123) Prior to the issuance of a Construction Permit to install Water and Sewer Improvements the Applicant shall provide Ventura County Waterworks District with the following: a) Water and sewer improvement plans prepared in accordance with District standards. b) Hydraulic analysis by a registered Civil Engineer to determine the adequacy of the proposed and existing water and sewer lines to determine the extent of capital improvements to the existing water and sewer facilities to serve the subject properties. c) Should the public water or sewer facilities need to be upsized to accommodate the tentative tract, the Applicant shall enter in to an Agreement to Install with Ventura County Public Works Waterworks District No. 1 to make the needed changes. d) Digital copies of the grading, street, and storm drain plans. e) A plan denoting the location of fire hydrants and copy of approvals by the Ventura County Fire Protection District for fire hydrant locations. f) Cost estimates for water and sewer improvements. g) Plan check deposit, construction inspection deposit, capital improvement charge, sewer connection fee, and meter charges per phase of the project. h) Recorded easements dedicated to the District for water and sewer facility improvements as shown on the recorded tract map. Dedicated easements shall be over and across all streets and parking lots for access to maintain and repair of the District’s substructures and facilities. [VCWD1] 124) The District will provide “Will Serve Letters” upon completed review and acceptance of the water and sewer improvement plans and payment of applicable fees. [VCWD1] 125) Following the acceptance of the above items and issuance of the Will Serve Letters, Applicant shall hire a class A contractor to perform work involving the District’s public facilities. The contractor shall submit the following: a) Copy of contractor's license card to verify Class A status. b) Certificate of Liability listing Ventura County Waterworks as additionally insured. c) Material submittals on all parts to be used from. d) Any applicable encroachment permits. e) After all items have been reviewed and accepted, a pre-construction meeting shall be scheduled, and the construction permit will be issued at the closing of the meeting. [VCWD1] 126) The applicant shall comply with the applicable provisions of the Rules and Regulations of the Ventura County Waterworks District. [VCWD1] Ventura County Fire Department 94 127) Fire Department Clearance (Submit prior to Building & Safety approval) - Applicant shall obtain VCFD Form #610 "Fire Permit Application” and Form #625 “Fire Flow Verification” prior to obtaining a building permit for any new structures or additions to existing structures. [VCFD] 128) Fire Lanes / Access Review (Submit prior to Building & Safety approval) - the applicant shall submit two (2) site plans to the Fire District for review and approval of Access and 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 International Fire Code and current VCFPD Fire Lane Standards. All signs and or Fire Lane markings shall be within recorded access easements. [VCFD] 129) Water System Plans (Submit prior to Building & Safety approval) - 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 Standard 14.7.2. [VCFD] 130) Access Road Width, Private Roads/Driveways - Private roads shall comply with Public Road Standards. [VCFD] 131) Access road width of 24 feet shall be required with no on -street parking permitted, or per Public Road Standards whichever is stricter. [VCFD] 132) Access Covenant - A covenant and deed restriction upon neighboring parcel (east side) for shared access shall be recorded at the time of map recordation and a copy of the record document shall be provided to the Fire District within (7) days of recordation. This covenant shall require upon the sale of any of these parcels, a reciprocal access easement be recorded on all parcels who share the access road / driveway. This easement shall allow for an access road / driveway meeting all Ventura County Fire Protection District access standards and shall be approved by the Ventura County Fire Protection District prior to recordation. [VCFD] 133) Construction Access - Prior to combustible construction, a paved all-weather access road / driveway suitable for use by a 20-ton Fire District vehicle shall be installed at locations approved by the Fire District. [VCFD] 134) 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. [VCFD] 135) 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. [VCFD] 95 136) Parking Prohibited - The property owner(s) are hereby advised that parking on access roads / driveways and fire department turnarounds is prohibited. [VCFD] 137) Access Road Location - The access / driveway shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building and shall be in accordance with Fire District access standards. Where the access roadway cannot be provided, approved fire protection system or systems shall be installed as required and acceptable to the Fire District. [VCFD] 138) Access Road Certification - That the access road(s)/driveway(s) shall be certified by a registered civil engineer as having an all-weather surface in conformance with Public Works and / or Fire District standards. This certification shall be submitted to the Fire District for review and approval prior to occupancy. [VCFD] 139) Walkways - Approved walkways shall be provided from all building openings to the public way or fire department access road / driveway. [VCFD] 140) 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. [VCFD] 141) 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.). [VCFD] 142) Egress Aisle Clearance - All required egress aisles shall be maintained clear of obstructions at any time. [VCFD] 143) Emergency Lighting and Exit Signs - All emergency lights and exit signs shall be always maintained in an operable condition. [VCFD] 144) Fire Hydrant(s) Required - Fire hydrant(s) shall be provided in accordance with current adopted edition of the International Fire Code, Appendix C and adopted amendments. On-site fire hydrants may be required as determined by the Fire District. [VCFD] 145) Fire Hydrant Design (Commercial, Industrial, Multi-family buildings) - Fire hydrants shall be installed and in service prior to combustible construction and shall conform to 96 the minimum standard of the City of Moorpark, Water Works Manual, and the following: a. Each hydrant shall be a 6 inch wet barrel design and shall have ( 1 ) 4 inch and ( 2 ) 2 ½ inch outlet(s). b. The required fire flow shall be achieved at no less than 2 0-psi residual pressure. c. 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. d. Fire hydrants shall be set back in from the curb face 24 inches on center. e. No obstructions, including walls, trees, light and signposts, meter, shall be placed within three (3) feet of any hydrant. f. A concrete pad shall be installed extending 18 inches out from the fire hydrant. g. Ground clearance to the lowest operating nut shall be between 18 to 24 inches. [VCFD] 146) Fire Hydrant Installation - Prior to combustible construction on any parcel, a fire hydrant capable of providing the required fire flow and duration shall be installed and in service along the access road / driveway at a location approved by the Fire District, but no further than 250 feet from the building site. The owner of the combustible construction is responsible for the cost of this installation. [VCFD] 147) Hydrant Location Markers - Prior to occupancy of any structure, blue reflective hydrant location markers shall be placed on the access roads in accordance with Fire District standards. If the final asphalt cap is not in place at time of occupancy, hydrant location markers shall still be installed and shall be repla ced when the final asphalt cap in completed. [VCFD] 148) Fire Flow (Commercial, Industrial, Multi-family buildings) - The minimum fire flow required shall be determined as specified by the current adopted edition of the International Fire Code Appendix B with adopted Amendments and the applicable Water Manual for the jurisdiction (with ever is more restrictive). The applicant shall verify that the water purveyor can provide the required volume and duration at the project prior to obtaining a building permit. [VCFD] 149) 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. [VCFD] 150) Fire Protection System Plans - Plans for all fire protection systems (sprinklers, dry chemical, hood systems, etc.) shall be submitted, with payment for plan check, to the Fire District for review and approval prior to installation. Note: Fire sprinkler systems with 20 or more heads shall be supervised by a fire alarm system in accordance with Fire District requirements. [VCFD] 97 151) 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. [VCFD] 152) Fire Sprinkler System Maintenance - The building fire sprinkler system shall be serviced and maintained in a proper working order at all times. Required maintenance inspections and service personnel shall be in accordance wit h CCR Title 19, and VCFPD Ordinance. Service and maintenance records shall be maintained on-site and available for review by the Fire Department upon request. [VCFD] 153) Five-Year Fire Sprinkler Report - A current Five-Year Fire Sprinkler System certification shall be maintained at all times in accordance with CCR Title -19 and VCFPD requirements. The required Five-Year Report shall be submitted to the Fire Department prior to expiration of the previous Five -Year certification. [VCFD] 154) Fire Alarm Certification - The building fire alarm system shall be serviced and maintained in a proper working order at all times. Required maintenance inspections and service personnel shall be in accordance with NFPA 72. Service records shall be maintained on-site and available for review by the Fire Department upon request. [VCFD] 155) Fire Extinguishers - Fire extinguishers shall be installed in accordance with the International Fire Code. The placement of extinguishers shall be subject to review by the Fire District. [VCFD] 156) Trash Dumpster Locations - Commercial trash dumpsters and containers with an individual capacity of 1.5 cubic yards or greater shall not be stored or placed within 5 feet of openings, combustible walls, or combustible roof eave lines unless protected by approved automatic fire sprinklers. [VCFD] 98