Agenda packet — Rancho Cordova City Council, June 2, 2025 (part 25 of 26)

3 ITEM 11.1. ATTACHMENT 4

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4 Hope you’re having a great day.

MARK TEAGUE, AICP
Managing Principal, Environmental Services
he/him
OƯices throughout California
Cell: 858.776.5574
[email protected] | placeworks.com
PlaceWorks is now 100% employee-owned!
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Appendix B Mills Crossing Parking Update: Impact on
Emissions
ITEM 11.1. ATTACHMENT 4

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July 2024
Mark Teague
Placeworks, Inc., Managing Principal, Environmental Services 101 Parkshore Drive, Suite 112
Folsom, California 95630
Subject: Mills Crossing Parking Configuration Update and its Effect on Project Emissions Generation It is ECORP Consulting’s (ECORP) understanding that the originally proposed parking structure associated with the Mills Crossing Project in Rancho Cordova, California is now being proposed as a surface parking lot. This change in land use will result in the generation of less criteria air pollutant and greenhouse gas (GHG) emissions.

It is noted that the construction of a surface parking lot will require the use of less building materials and the use of less construction equipment compared to construction of a parking structure, resulting in the generation of less criteria air pollutant and GHG emissions. Once constructed, a surface parking lot will require less maintenance in the form of architectural coatings/paint, a source of the criteria air pollutant, reactive organic gas (ROG). Additionally, a surface parking lot will consume less electricity, an indirect source of GHG emissions, compared with a parking structure as a parking structure would include elevators and more lighting. For these reasons, the development of a surface parking lot at the Mills Crossing Project Site will result in generation of less emissions than the development of a parking structure.

If you have any questions, please call me at (530) 717-7600 or email me at [email protected].

Sincerely,
ECORP Consulting, Inc.

Seth Myers
Air Quality/Noise Task Manager
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ITEM 11.1. ATTACHMENT 5
Resolution No. XX-2025 Page 1 of 6

CITY OF RANCHO CORDOVA
RESOLUTION NO. XX-2025

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA, STATE

OF CALIFORNIA, APPROVING A TENTATIVE SUBDIVISION MAP AND A MAJOR DESIGN REVIEW FOR THE MILLS CROSSING PROJECT – PROJECT NO. PLND-0524-0098 WHEREAS, the City of Rancho Cordova filed an application for a Tentative Subdivision Map and Major Design Review approval for Mills Crossing (“Project”); and WHEREAS, the Project includes the subdivision of 9.85 acres to develop communitycommercial buildings, public open space, and surface parking. The project includes three buildings designed for multiple uses, including office space, community flex space, health services, event space, and a flexible theater. The Project is located at 10153 Folsom Boulevard, between La Loma Drive and Paseo Drive/Mather Field Road. The project site is within the Mather Mills Opportunity Area, which is identified in the Folsom Boulevard Specific Plan (FBSP) as a priority location for compact, urban, and pedestrian-oriented development.

WHEREAS, the City Council is the appropriate authority to hear and take action on this project; and
WHEREAS, on April 21, 2025, the City Council held a properly noticed public hearing at which it received a report from City Staff regarding the Mills Crossing project and oral and written testimony from the public, and deliberated on the item; and WHEREAS, the public hearing was noticed in accordance with the requirements set forth in Government Code section 65090 and 65091

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RANCHO CORDOVA HEREBY RESOLVES AS FOLLOWS:

1. In accordance with Government Code section 66473.5, the proposed Tentative Subdivision Map (Exhibit A) with attached Conditions of Approval (Exhibit B) attached hereto is consistent with the applicable General and Specific Plan objectives, policies, land uses and programs. Section 66474 of the Government Code requires a City to deny approval of a tentative map if any of the findings are found to be true. In the case of the proposed map, none of the required findings were found to be true. The following evidence supports the map request:

A. Finding: That the proposed map is not consistent with applicable general and specific plans as specified in Section 65451.

Evidence: The proposed Tentative Subdivision Map aligns with the Mills Crossing Specific Plan Amendment and the Rancho Cordova General Plan by supporting a mixed-use, high-density, and medium-density residential development along Folsom Boulevard. The subdivision layout, consisting of seven parcels, promotes connectivity, walkability, and transit access, consistent with the City's vision for a vibrant, pedestrian-friendly corridor. The lot configuration, infrastructure improvements, and density conform to the Commercial Mixed-Use (CMU), High-Density Residential (HDR), and MediumPage 2413 of 2588 ITEM 11.1. ATTACHMENT 5
Resolution No. XX-2025 Page 2 of 6
Density Residential (MDR) designations, ensuring compatibility with surrounding development.

B. Finding: That the design or improvement of the proposed subdivision is not consistent with applicable general and specific plans.

Evidence: The proposed Tentative Subdivision Map is consistent with the Mills Crossing Specific Plan Amendment and the General Plan. The subdivision layout supports a mix of uses by integrating residential and commercial components, aligning with the City's vision for a walkable, mixed-use development. The map ensures appropriate access, circulation, and infrastructure improvements while maintaining connectivity to surrounding roadways and adjacent properties. The proposed density and land use distribution remain consistent with the goals of the General Plan, facilitating efficient land use and supporting economic and housing objectives.

C. Finding: That the site is not physically suitable for the type of development.

Evidence: The site is physically suitable for the proposed subdivision within the Mills Crossing project. The subdivision will create a mix of residential and commercial parcels designed to support a walkable, mixed-use environment. The site is accessible from existing roadways, and the proposed infrastructure improvements will ensure adequate utility service, drainage, and circulation. The project also incorporates landscaping and open space features to enhance the site’s functionality and integration with the surrounding area.

D. Finding: That the site is not physically suitable for the proposed density of development.

Evidence: The site is physically suitable for the proposed density within the Mills Crossing project. The subdivision aligns with the proposed General Plan and Specific Plan designations, supporting a mix of commercial and residential uses.

The proposed density is appropriate given the site's location along Folsom Boulevard, access to transit, and existing infrastructure. Improvements, as shown on the Tentative Subdivision Map, will ensure adequate circulation, utilities, and site functionality.

E. Finding: That the design of the subdivision or the proposed improvements are likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.

Evidence: An Environmental Impact Report (EIR) was prepared for the Mills Crossing project where the construction of commercial buildings, residential uses, and the protection of natural resources were addressed in accordance with the requirements of the California Environmental Quality Act (CEQA). The EIR contains a description of the Project, description of the environmental setting, identification of project impacts, and mitigation measures for impacts found to be potentially significant, as well as an analysis of project alternatives, growthinducing impacts, and cumulative impacts. According to the EIR and Biological Resources Assessment prepared for the project, the project site is a previously disturbed/developed site and there are no sensitive natural communities or

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ITEM 11.1. ATTACHMENT 5
Resolution No. XX-2025 Page 3 of 6
riparian habitats within the project site. The EIR identifies issues determined to have no impacts or less-than-significant impacts, provides analysis of potentially significant impacts, and identifies mitigation to reduce potentially significant impacts, including measures to conduct surveys for nesting birds and bats prior to construction. The EIR concluded that all potential impacts can be reduced to less-than-significant levels with implementation of mitigation. Consequently, there would be no significant and unavoidable environmental impacts as a result of the project, and no Statement of Overriding Considerations is required. The proposed project is consistent with the project analyzed in the Environmental Impact Report, and would not cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.

F. Finding: That the design of the subdivision or the type of improvements is not likely to cause serious public health problems.

Evidence: The proposed subdivision has been designed to comply with all applicable health and safety standards. The project includes necessary infrastructure improvements to support safe circulation, utilities, and stormwater management. Environmental review has been conducted to address potential hazards, and mitigation measures have been incorporated to minimize impacts.

No serious public health problems are anticipated as a result of the subdivision’s approval.

G. Finding: That the design of the subdivision or the type of improvements will conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision. In this connection, the legislative body may approve a map if it finds that alternate easements, for access or for use, will be provided, and that these will be substantially equivalent to ones previously acquired by the public.

Evidence: The proposed subdivision design complies with City of Rancho Cordova ordinances and standards and does not conflict with existing public easements or necessary access through the project site. All required easements have been accounted for, and the proposed street network includes public streets to maintain appropriate access.

2. Approval of the Major Design Review, subject to the Design Review Package (Exhibit A) and the Conditions of Approval (Exhibit B) must provide sufficient evidence for the Findings required by Zoning Code Section 23.141.070 and Chapter 3, Section D of the Folsom Boulevard Specific Plan for “Exceptions”. Findings and supportive evidence are shown below:

A. Finding: The proposed project is consistent with the objectives of the General Plan, complies with applicable zoning regulations, Specific Plan provisions, and special planning area provisions, and is consistent with the applicable Rancho Cordova Design Guidelines.

Evidence: The Mills Crossing project is designated as Commercial Mixed Use (CMU), High-Density Residential (HDR), and Medium-Density Residential (MDR) under the Folsom Boulevard Specific Plan. These designations support a mix of residential and commercial uses, aligning with the project’s intent to create a

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ITEM 11.1. ATTACHMENT 5
Resolution No. XX-2025 Page 4 of 6
vibrant, multi-use development. The project’s design incorporates a blend of commercial spaces, high-density residential, and medium-density residential units, ensuring compatibility with the surrounding area and consistency with the City’s zoning and design guidelines. The layout, building orientation, and architectural style adhere to the City’s and the Folsom Boulevard Specific Plan’s Design Guidelines, promoting pedestrian connectivity, high-quality building materials, and cohesive site planning
B. Finding: The proposed architecture, site design, and landscape are suitable for the purposes of the building and the site and will enhance the character of the neighborhood and community.

Evidence: The proposed design for the Mills Crossing project focuses on the three commercial buildings, plaza areas, and project green space. The design incorporates modern architecture that aligns with the City’s vision for mixed-use development, with the commercial buildings designed to serve both the functional and aesthetic needs of the site. The plaza areas are intended to provide accessible spaces for community interaction, while the green spaces are designed to enhance the overall environment with sustainable landscaping, including shade trees and pedestrian walkways. The project aims to promote connectivity, complementing future residential development. The integration of these elements will create a cohesive environment that enhances the character of the neighborhood and supports the surrounding community C. Finding: The architecture, including the character, scale, and quality of the design, relationship with the site and other buildings, building materials, screening of exterior appurtenances, exterior lighting and signing, and similar elements establishes a clear design concept and is compatible with the character of existing or anticipated buildings on adjoining and nearby properties.

Evidence: The architecture of the Mills Crossing project incorporates a cohesive design with consistent materials, such as cement plaster and metal panels, across the three community commercial buildings. These buildings feature large windows, varying massing, and public art murals that enhance the site’s visual appeal and align with the Folsom Boulevard Specific Plan. The design promotes connectivity through plazas and pedestrian-friendly spaces, ensuring compatibility with surrounding developments, including single-family homes and future uses. The project’s scale, massing, and architectural features are designed to blend with the surrounding area while supporting the intended community-focused use
D. Finding: The proposed project will not create conflicts with vehicular, bicycle, or pedestrian transportation modes of circulation.

Evidence: The project is designed to provide clear access for all transportation modes, with vehicular, bicycle, and pedestrian connections throughout the site.

The circulation plan aligns with the Folsom Boulevard Specific Plan and the City's transportation infrastructure. Traffic impacts were reviewed as part of the environmental analysis and are consistent with existing plans.

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ITEM 11.1. ATTACHMENT 5
Resolution No. XX-2025 Page 5 of 6
E. Finding: The proposed project qualifies for an Exception by meeting at least four of the six conditions required for granting of an Exception as defined in Chapter 3, Section D of the Folsom Boulevard Specific Plan.

Evidence: The Mills Crossing project qualifies for an Exception by meeting conditions 1 through 4 required for granting of an Exception as defined in Chapter 3, Section D of the Folsom Boulevard Specific Plan.

F. Finding: The City Council has determined that the proposed project has adhered to the vision of the Folsom Boulevard Specific Plan to the fullest extent practicable.

Evidence: The project has been designed in alignment with the goals and principles of the Folsom Boulevard Specific Plan, including mixed-use development, community engagement, and the integration of commercial, residential, and recreational spaces. The proposed buildings and layout reflect the intent of the plan, promoting connectivity, community vibrancy, and compatibility with surrounding areas. Adjustments were made to ensure compliance with the specific plan while balancing site constraints and the needs of the project.

G. Finding: The applicant has provided substantial evidence that the conditions for the Exception will be met following construction and operation of the project.

Further, the applicant has agreed to conditions of approval guaranteeing these requirements will be met or exceeded throughout the life of the project.

Evidence: The project is city-sponsored and includes provisions for regular maintenance, monitoring, and adjustments as needed to ensure compliance with applicable standards. Conditions of approval have been incorporated into the project to ensure that these requirements are met throughout the life of the development. These conditions will be enforced through ongoing project review and oversight.

H. Finding: Granting the Exception will not adversely affect the interests of the public or the interests of the residents and property owners in the vicinity of the premises in question, and shall not establish a precedent for other project requests.

Evidence: The proposed exceptions have been thoroughly reviewed to ensure that they will not negatively impact surrounding properties or the broader community. The requested exceptions are specific to the unique conditions of the Mills Crossing project and do not undermine the goals of the General Plan or other applicable regulations. Additionally, the exceptions are not expected to set a precedent for future projects, as they address specific site conditions that do not apply broadly across other developments. The project has been designed to be compatible with neighboring properties and will not result in adverse effects on public or private interests.

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ITEM 11.1. ATTACHMENT 5
Resolution No. XX-2025 Page 6 of 6
I. Finding: Granting the Exception will not endanger the public health and safety.

Evidence: The exception has been reviewed to ensure it will not pose any risks to public health or safety. The project complies with all relevant safety standards and regulations, and necessary measures are in place to mitigate potential impacts.

The City Council approves the attached Tentative Subdivision Map and Major Design Review (Exhibit A) for the Mills Crossing project with attached conditions of approval (Exhibit B) as attached.

This Resolution shall become effective upon the effective date of City Council Ordinance No. XX-2025 adopting the Mills Crossing Specific Plan Amendment.

PASSED AND ADOPTED by the City Council of the City of Rancho Cordova this 2nd day of June 2025, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________
Siri Pulipati, Mayor
ATTEST:

Stacy Leitner, CMC
City Clerk

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NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIORS

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
MILLS CROSSING Irvine, California 92617
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670

ENTITLEMENT SUBMITTAL
08/23/24

ZONING PACKAGE
12/19/24
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2419 of 2588 ends

Existing Zoning Plan 0 15 30 60
LEGEND
CMU - Commercial Mixed UseMDR - Medium Density Residential Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Developed for
Checked ByScaleJob Number
Submittal Date
This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.

MILLS CROSSING
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
BLDG 03 RENDER 03
G3.20
30911Checker

EXISTING

ZONING PLAN

7.12 ACRES

1.63 ACRES 0.62 ACRES 2.22 ACRES

0.48 ACRES
LEGEND
CMU - Commercial Mixed UseRMU - Residential Mixed Use
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Developed for
Checked ByScaleJob Number Submittal Date SD PROGRESS SET 04/18/2024 This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc. MILLS CROSSING 10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
BUILDING 01

RENDERINGS
AD4.10
30911Checker
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 EXISTING

ZONING PLAN
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

Page 2420 of 2588 ends

Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date SD PROGRESS SET 04/18/2024
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
30911
Checker
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date SD PROGRESS SET 04/18/2024
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

RENDERINGS
AD4.10
30911
Checker
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 PROPOSED

ZONING PLAN
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2421 of 2588 ends

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIORS

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
MILLS CROSSING Irvine, California 92617
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
AD0.00

COVER SHEET

ENTITLEMENT SUBMITTAL
08/23/24

PARCEL PACKAGE
12/19/24
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

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22 23
24 25
26 27
28 0 10 20
SITE PLAN 1" = 40'
LOT C
LOT A
22 40
01 0
40'
R

78.95 71.95
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E
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RIM = 78.INV = 71.

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CE
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SSM
RIM S
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11 STREET E
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TREE 24" TREE 24"
D
D
D
D
D

PARKING COVER

FOLSOM BLVD
12" TREE 12" TREE
D D

LA LOMA DRDOLA
S

LALOMADR
S
DOMA
D
D
LEGEND

ZONING ANALYSIS
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
BLDG 03 RENDER 03
G3.20
30911Checker

PROPOSED

PARCEL PLAN
PARCEL 7
PARCEL 5
PARCEL 6
PARCEL 4
PARCEL 1
PARCEL 2 PARCEL 3
MAX. 20'-0" BUILDING SETBACKMAX. 10'-0" BUILDING SETBACKMIN. 10'-0" BUILDING SETBACKPROPOSED PARCEL LINE

PROPOSED PARCEL PLAN
18’-9”
43’-8”
53’-7”
37’-6” 37’-11”
14’-9”
35’-1”
55’-10”
23’-10”
78’-7”
58’-7”
16’-2”
48’-5”
33’-0”
12’-2”
8’-0”
32’-6”
54’-0”
27’-0”
13’-6”
92’-2”
15’-6”
Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/10/2024 0 10 20 40
PROPOSED PARCEL PLAN SITE PLAN 1" = 40' 01
PARCEL 1ZONING: COMMERCIAL MIXED USEALLOWED BUILDING HEIGHT: NO MAXIMUMPROPOSED BUILDING HEIGHT: 42'-0"PROPOSED PARCEL AREA: 30,690 SFPROPOSED BUILDING AREA: 36,000 SFPROPOSED BUILDING FOOTPRINT: 17,984 SF MINIMUM FAR: 0.3MAXIMUM FAR: NONEPROPOSED FAR: 1.17WEST BUILDING SETBACK: 10'-0" > X < 20'-0"WEST PROPOSED BUILDING SETBACK: 12'-2"SOUTH BUILDING SETBACK: MAX 10'-0" W/ EXCEPTIONSSOUTH PROPOSED BUILDING SETBACK: 18'-9" - 20'-0"EAST BUILDING SETBACK: NONEEAST PROPOSED BUILDING SETBACK: ~33'-2"NORTH BUILDING SETBACK: NONENORTH PROPOSED BUILDING SETBACK: ~9'-2"PARCEL 2ZONING: COMMERCIAL MIXED USEALLOWED BUILDING HEIGHT: NO MAXIMUMPROPOSED BUILDING HEIGHT: 42'-0"PROPOSED PARCEL AREA: 49,021 SFPROPOSED BUILDING AREA: 25,000 SFPROPOSED BUILDING FOOTPRINT: 16,624 SFMINIMUM FAR: 0.3MAXIMUM FAR: NONEPROPOSED FAR: 0.51WEST BUILDING SETBACK: NONEWEST PROPOSED BUILDING SETBACK: ~15'-0" SOUTH BUILDING SETBACK: MAX 10'-0" W/ EXCEPTIONSSOUTH PROPOSED BUILDING SETBACK: 37'-6"EAST BUILDING SETBACK: NONEEAST PROPOSED BUILDING SETBACK: 93'-6"NORTH BUILDING SETBACK: 10'-0" > X < 20'-0"NORTH PROPOSED BUILDING SETBACK: 33'-0"PARCEL 3ZONING: COMMERCIAL MIXED USEALLOWED BUILDING HEIGHT: NO MAXIMUMPROPOSED BUILDING HEIGHT: 30'-0"PROPOSED PARCEL AREA: 23,774 SFPROPOSED BUILDING AREA: 9,000 SFPROPOSED BUILDING FOOTPRINT: 9,663 SFMINIMUM FAR: 0.3MAXIMUM FAR: NONEPROPOSED FAR: 0.38WEST BUILDING SETBACK: NONEWEST PROPOSED BUILDING SETBACK: 0'-0"SOUTH BUILDING SETBACK: MAX 10'-0" W/ EXCEPTIONSSOUTH PROPOSED BUILDING SETBACK: 37'-11"EAST BUILDING SETBACK: NONEEAST PROPOSED BUILDING SETBACK: 7'-7" - 54'-4"NORTH BUILDING SETBACK: 10'-0" > X < 20'-0"NORTH PROPOSED BUILDING SETBACK: 58'-7"PARCEL 4ZONING: COMMERCIAL MIXED USEALLOWED BUILDING HEIGHT: NO MAXIMUMPROPOSED BUILDING HEIGHT: N/APROPOSED PARCEL AREA: 40,220 SFPROPOSED BUILDING AREA: N/AMINIMUM FAR: 0.3MAXIMUM FAR: NONEPROPOSED FAR: N/AWEST BUILDING SETBACK: 10'-0" > X < 20'-0"WEST PROPOSED BUILDING SETBACK: N/ASOUTH BUILDING SETBACK: NONESOUTH PROPOSED BUILDING SETBACK: N/AEAST BUILDING SETBACK: NONEEAST PROPOSED BUILDING SETBACK: N/ANORTH BUILDING SETBACK: 10'-0" > X < 20'-0"NORTH PROPOSED BUILDING SETBACK: N/APARCEL 5ZONING: COMMERCIAL MIXED USEALLOWED BUILDING HEIGHT: NO MAXIMUMPROPOSED BUILDING HEIGHT: N/APROPOSED PARCEL AREA: 63,658 SFPROPOSED BUILDING AREA: N/AMINIMUM FAR: 0.3MAXIMUM FAR: NONEPROPOSED FAR: N/AWEST BUILDING SETBACK: 10'-0" > X < 20'-0"WEST PROPOSED BUILDING SETBACK: N/ASOUTH BUILDING SETBACK: 10'-0" > X < 20'-0"SOUTH PROPOSED BUILDING SETBACK: N/AEAST BUILDING SETBACK: 10'-0" > X < 20'-0"EAST PROPOSED BUILDING SETBACK: N/ANORTH BUILDING SETBACK: 10'-0" > X < 20'-0"NORTH PROPOSED BUILDING SETBACK: N/APARCEL 6ZONING: MEDIUM DENSITY RESIDENTIALPARCEL 7ZONING: HIGH DENSITY RESIDENTIAL

STREET A

STREET C

STREET D STREET E

STREET B
ENTITLEMENT SUBMITTAL #4 02/10/2025 Requested Parking Lot 3 Setback Deviation 10' Setback
ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

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1 PM 24
3/4" IP
52' RIGHT OF WAY
26' 60' RIGHT OF WAY
30' 40'
30' 40'

BAMBOO CIR LLC

ASHBURY CT SACRAMENTO LLC

LAYHER SURVIVING SPOUSES TRUST

LOS RIOS COMMUNITY COLLEGE DIST

LOS RIOS COMMUNITY COLLEGE DIST
PARCEL NO.7
PARCEL NO.6 PARCEL NO.5
BK 20070711 - PG 0524
BK 20070711 - PG 0524
BK 20070711 - PG 0524
BK 20070711 - PG 0524 LA LOMA DRIVE
PARCEL 4
PARCEL 3
PARCEL 2
PARCEL 1 308.48 N32°40'29"W

19. 3
2 2 "W
45' 24 ° 54 N
9 .1 694
=
R
N57°19'31"E
10' SMUD EASEMENT PER 66-09-14 O.R. 472
PER 75-04-11 O.R. 481
21' PT&T EASEMENT
21' PUBLIC UTILITY EASEMENT
PER 66-10-03 O.R. 262
PER 4885 O.R. 815
10' HIGHWAY EASEMENT
PER 2674 O.R. 350

PG&E EASEMENT

APPROXIMATE CENTERLINE OF
PER 2806 O.R. 403
10' PG&E EASEMENT
PER 75-04-11 O.R. 481
21' PT&T EASEMENT
PER 68-04-11 O.R. 490

SMUD EASEMENT
10' SEWER EASEMENT
PER 67-06-07 O.R. 296
PER 67-09-08 O.R. 329
10' SEWER EASEMENT
21' PUBLIC UTILITY EASEMENT
PER 66-10-03 O.R. 262
10' SMUD EASEMENT PER 66-09-14 O.R. 472
10' WATERLINE EASEMENT PER 4991 O.R. 251
PER 4671 O.R. 735
10' SLOPE EASEMENT
5' SMUD EASEMENT
PER 66-09-14 O.R. 472
5' SMUD EASEMENT
PER 66-09-14 O.R. 472
10' SMUD EASEMENT
PER 66-09-14 O.R. 472

TO BE ABANDONED

EXISTING

TO BE ABANDONED
S 51°09'59" E 135.71' (S18°23'30"E)
S 25°19'31" W 582.20'
R=20.00
∆=090°00'00"
L=31.42'
R=526.19
∆=019°08'44"
L=175.83'
N 4°00'39" W 142.50'
R=500.00
∆=029°20'11"
L=256.01'
N 25°19'31" E 399.78' (N58°00'00"E)
S 56°30'22" E 21.36'
S 50°54'55" E 55.43'
N 25°19'45" E 131.02'
S 36°26'29" E 7.31'
R=148.41
∆=075°53'47"
L=196.60'
S 55°06'01" E 183.80'
S 25°19'31" W 214.80'
N 25°19'31" E 28.07'
R=4.50
∆=090°00'00"
L=7.07'
S 64°40'29" E 18.00' N 25°19'31" E 271.50' 99.50' 135.50' N 64°40'29" W 235.00' S 64°40'29" E 103.04' 208.05' 141.48' 285.27'
R=25.00
∆=048°45'46"
L=21.28' N 64°40'29" W 235.00'
284.07' 208.05' 90.09'
N 25°19'31" E 659.95' N 64°40'29" W 248.48' 102.00' 104.48' R=25.00
∆=046°44'06"
L=20.39'
S 25°19'31" W 318.07'
R=16.50
∆=090°00'00"
L=25.92' N 64°40'29" W 145.84'
R=46.50
∆=090°00'00"
L=73.04'
N 25°19'31" E 180.64'
R=28.50
∆=050°54'57"
L=25.33'
R=70.00
∆=090°32'14"
L=110.61'
R=35.50
∆=037°01'36"
L=22.94'
N 25°19'31" E 180.64'
R=57.50
∆=024°54'19"
L=24.99'
S 89°34'47" E 6.00' R=51.50
∆=026°00'38"
L=23.38'
R=47.00
∆=140°54'57"
L=115.59'
S 64°40'29" E 38.11'
N 25°19'31" E 7.00' S 64°40'29" E 112.63'
R=17.50
∆=090°00'00"
L=27.49'
S 25°19'31" W 287.60'
R=9.50
∆=090°00'00"
L=14.92' N 64°40'29" W 145.84'
R=17.50
∆=090°00'00"
L=27.49'
R=526.19
∆=017°54'20"
L=164.44'
R=61.50
∆=090°00'00"
L=96.60' N 64°40'29" W 146.00'
R=24.50
∆=090°00'13"
L=38.49'
S 25°19'45" W

50.47'
R=25.00
∆=057°50'37"
L=25.24'
R=148.41
∆=060°00'39"
L=155.45'

12.5' PUBLIC UTILITY

EASEMENT

12.5' PUBLIC UTILITY

EASEMENT

12.5' PUBLIC UTILITY

EASEMENT

12.5' PUBLIC UTILITY

EASEMENT

PROPOSED
PARCEL 1

0.709 ACRES +/-

PROPOSED
PARCEL 4

0.928 ACRES +/-

PROPOSED
PARCEL 2

1.122 ACRES +/-

PROPOSED
PARCEL 3

0.656 ACRES +/-

PROPOSED
PARCEL 7

1.097 ACRES +/-

PROPOSED
PARCEL 5

1.325 ACRES +/-

PROPOSED
PARCEL 6

2.929 ACRES +/- ROUTIER RD

INTERNATIONAL DR FOLSOM BLVD MATHER FIELD RD

PASEO DR LA LOMA DR BRAVADO DR
50 PO Box 185
Loomis ~ CA ~ 95650
Phone: 916-372-8124
Email: [email protected]
www.morrowsurveying.com
Stamp & Signature LAND SURVEYORS
SHEET 1 OF 3
UNDERGROUND UTILITY NOTE:

WATER SUPPLY:

SEWER:

DRAINAGE:

FIRE PROTECTION:

SCHOOL DISTRICT:

PARK DISTRICT:

LOT SIZE:

EXISTING USE:

PROPOSED USE:

EXISTING ZONING:

PROPOSED ZONING:

NUMBER OF LOTS:

ENGINEER & SURVEYOR:

OWNER/APPLICANT:

SET BACKS:

PROPOSED IMPROVEMENTS:

FLOOD ZONE DESIGNATION:

ASSESSOR'S PARCEL NUMBER:

BENCHMARK:

BASIS OF BEARINGS:

MATT D
MORROW
No. 8501

L ICENSED LAND SURVEYOR

STATE OF CAL I FORN IA
ELECTRICAL:

NATURAL GAS:

PROJECT NOTES:

TENTATIVE PARCEL MAP LAND USE SUMMARY:

MILLS CROSSING
City of Rancho Cordova County of Sacramento
California
VICINITY MAP:

STREET A

STREET D STREET C STREET B

STREET E EL CAPRICE DR

PROJECT LOCATION

ABBREVIATIONS

BK BOOK

CL CENTERLINE
O.R. OFFICIAL RECORDS

PG PAGE
P.O.B. POINT OF BEGINNING

PL PROPERTY LINE
P.U.E. PUBLIC UTILITY EASEMENT
R.O.W. RIGHT OF WAY

TYP TYPICAL

EXISTING BOUDARY LINE

RIGHT-OF-WAY

CENTERLINE

PARCEL LINE (TO BE REMOVED)

PROPOSED PARCEL LINE

LINE TYPES

EASEMENT
0 20 40 80
1" = 40'

FOLSOM BLVD
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2424 of 2588 ends

TOP OF SLOPE

SLOPE SETBACK
5'

SIDEYARD SETBACK

PER FOLSOM SP (FB-RMU)

STREET/CORNER LOT
10'
BUILDING 1

COMMUNITY COMMERCIAL

HEALTH & WELLNESS
BUILDING 2

COMMUNITY ARTS CENTER
BUILDING 3

COMMUNITY

COMMERCIAL
RETAIL
11 PROJECT GREEN
HP-3.1 HP-3.2
VRF-3.1
CU-3.1

37.33' 12.00' 27.33' 39.33' 6' 4' 5'

6.5' 4' 4' 3'
c c c c c c c c c c c c c c c c c c c c
24c
9 23
(97 TOTAL)
c
1c

PROJECT GREEN
2 NO

PARKING
NO

PARKING
19 19
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY 9
c c c c c c c
3 PV CANOPY ABOVE
NO

PARKING
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
7c
5 c c c c
c c c
(44 TOTAL)
9 3 EV CHARGING ONLY EV CHARGING ONLY
5 PARKING LOT 1
PARKING LOT 3
(40 TOTAL)
PARKING LOT 2
c c c
4c
7 c
2 c
c c c
c c c
8 NO PARKING NO PARKING
5c
3c
3c
c
E
E E
S
S
S
S
D
D
D
D
D
D
D

FOLSOM BLVD LA LOMA DR
DR
RI CAP
EL
CE
1 PM 24
3/4" IP
52' RIGHT OF WAY
26' 60' RIGHT OF WAY
30' 40'
30' 40'

BAMBOO CIR LLC

ASHBURY CT SACRAMENTO LLC

LAYHER SURVIVING SPOUSES TRUST

LOS RIOS COMMUNITY COLLEGE DIST

LOS RIOS COMMUNITY COLLEGE DIST
PARCEL NO.7
PARCEL NO.6 PARCEL NO.5
BK 20070711 - PG 0524 LA LOMA DRIVE
PARCEL 3 308.48 N32°40'29"W

19. 3
2 2 "W
45' 24 ° 54 N
9 .1 694
=
R
N57°19'31"E

PROPOSED
PARCEL 1

0.709 ACRES +/-

PROPOSED
PARCEL 4

0.928 ACRES +/-

PROPOSED
PARCEL 2

1.122 ACRES +/-

PROPOSED
PARCEL 3

0.656 ACRES +/-

PROPOSED
PARCEL 7

1.097 ACRES +/-

PROPOSED
PARCEL 5

1.325 ACRES +/-

PROPOSED
PARCEL 6

2.929 ACRES +/-
37'

18.5'

18.5'
44'

18.5'

25.5' 11.50' 17.50' 29'

11.5'

17.5'
29'

25.5'
44'

18.5'

18.5' 18.5'
37'
33'
13'
20'
SHEET 2 OF 3
PO Box 185
Loomis ~ CA ~ 95650
Phone: 916-372-8124
Email: [email protected]
www.morrowsurveying.com

LAND SURVEYORS
PROJECT INFORMATION:
0 20 40 80
1" = 40'

STREET A

STREET D STREET C STREET B

STREET E EL CAPRICE DR

FOLSOM BLVD

ABBREVIATIONS

BK BOOK

CL CENTERLINE
O.R. OFFICIAL RECORDS

PG PAGE
P.O.B. POINT OF BEGINNING

PL PROPERTY LINE
P.U.E. PUBLIC UTILITY EASEMENT
R.O.W. RIGHT OF WAY

TYP TYPICAL

EXISTING BOUDARY LINE

RIGHT-OF-WAY

CENTERLINE

PARCEL LINE (TO BE REMOVED)

PROPOSED PARCEL LINE

LINE TYPES

EASEMENT
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2425 of 2588 ends

SHEET 3 OF 3
PO Box 185
Loomis ~ CA ~ 95650
Phone: 916-372-8124
Email: [email protected]
www.morrowsurveying.com
LAND SURVEYORS SIDEWALK TYPE 2 C&G PARKING LANE TRAVEL LANE TRAVEL LANE PARKING LANE TYPE 2 C&G SIDEWALK SIDEWALK TYPE 2 C&G TRAVEL LANE TRAVEL LANE TYPE 2 C&G SIDEWALK 10' 5.5' 3' TYPE 2 C&G TRAVEL LANE TRAVEL LANE TYPE 2 C&G SIDEWALK 7'

C/L C/L

P/L C/L P/L
P/L* P/L P/L P/L P/L PARCELS 5,6 PARCELS 2,3,4,7 PARCEL 6 2740 EL CAPRICE DR PARCEL 5 PARCEL 7 7' 3' 5.5' 10' 8.5' 8.5' 3' 6'
7' 3' 10' 10' 3' 7'

25.5' 17.5'
20'
35'
33'
37'

STREETS A, B STREETS C, D
6' 3'

STREET E
Modified Non-Residential
Local Street
* - At Parcel 5 Only
Modified Minor
Residential Street
Modified Residential
Collector Street
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2426 of 2588 ends

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIORS

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
MILLS CROSSING Irvine, California 92617
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
AD0.00

COVER SHEET

ENTITLEMENT SUBMITTAL
08/23/24

ARCHITECTURAL PACKAGE
12/10/24 12/19/24
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2427 of 2588 ends

11B-201.4 CONSTRUCTION SUPPORT FACILITIES. These requirements shall apply to temporary or permanent construction support facilities for uses and activities not directly associated with the actual processes of construction, including but not limited to offices, meeting rooms, plan rooms, other administrative or support functions. When provided, toilet and bathing facilities serving construction support facilities shall comply with 11B-213. When toilet and bathing facilities serving construction support facilities are provided by portable units, at least one of each type shall be accessible and connected to the construction support facilities it serves by an accessible route.

EXCEPTION: During construction an accessible route shall not be required between site arrival points or the boundary of the area of construction and the entrance to the construction support facilities if the only means of access between them is a vehicular way not providing pedestrian access.

ACCESSIBLE CONSTRUCTION SUPPORT

FACILITIES
TEL: 949-497-9000
NAME: GRIFFIN STRUCTURES, INC.

PROGRAM MANAGER
CITY,STATE, ZIP: IRVINE, CA 92618
ADDRESS: 2 TECHNOLOGY
CONTACT: DERYL ROBINSON E-MAIL: [email protected] TEL: 949.701.4046
NAME: LPA, INC.

ARCHITECT
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: JEREMY HART E-MAIL: [email protected] TEL: (323) 785-1809
NAME: RIOS

LANDSCAPE ARCHITECT
CITY,STATE, ZIP: LOS ANGELES, CA 90018
ADDRESS: 3101 W EXPOSITION PL
CONTACT: NATE CORMIER E-MAIL: [email protected]
TEL: 916.287.2347
NAME: LPA, INC.

CIVIL ENGINEER
CITY,STATE, ZIP: SACRAMENTO, CA 95814
ADDRESS: 431 I St #107
CONTACT: PHILIP HERZER E-MAIL: [email protected] TEL: 9496814257
NAME: LEIGHTON GROUP

GEOTECHNICAL ENGINEER
CITY,STATE, ZIP: IRVINE, CA 92612
ADDRESS: 2600 MICHELSON DRIVE, SUITE 400
CONTACT: JEFF PFLUEGER E-MAIL: [email protected] TEL: 949.769.6209
NAME: LPA, INC.

STRUCTURAL ENGINEER
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: JOHN WILSON E-MAIL: [email protected] TEL: 949.701.4349
NAME: LPA, INC.

MECHANICAL ENGINEER
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: ERICK PULIDO E-MAIL: [email protected] TEL: 949.701.4376
NAME: LPA, INC.

ELECTRICAL ENGINEER
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: KEN GREEN E-MAIL: [email protected]
TEL: 949.701.4305
NAME: LPA, INC.

PLUMBING ENGINEER
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: JAY KIM E-MAIL: [email protected]

TECHNOLOGY
TEL: 619.707.2614
NAME: WEBB.

FOOD SERVICE
CITY,STATE, ZIP: ANAHEIM, CA 92805
ADDRESS: 1530 S. LEWIS ST
CONTACT: SHIKIN AMAIN TURNER E-MAIL: [email protected] TEL: +1.203.295.3474
NAME: THEATER PROJECTS

THEATER
CITY,STATE, ZIP: SOUTH NORWALK, CONNECTICUT 06854
ADDRESS: 47 WATER STREET
CONTACT: ROB YOUNG E-MAIL: [email protected]
TEL: 916.287.2338
NAME: LPA, INC.

SPECIFICATIONS
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: TIM DUFFY E-MAIL: [email protected]
AV
TEL: 310.829.6343
NAME: NEWSOME BROWN ACOUSTICS

ACOUSTICS
CITY,STATE, ZIP: CULVER CITY, CA 90232
ADDRESS: 3617 HAYDEN AVE, SUITE 100,
CONTACT: MICHAEL BROWN E-MAIL: [email protected] TEL:

NAME: SWEENEY

IRRIGATION
CITY,STATE, ZIP:

ADDRESS:

CONTACT: E-MAIL:

TEL: 916.383.4825
NAME: SWINERTON BUILDERS

CONSTRUCTION MANAGER
CITY,STATE, ZIP: SACRAMENTO, CA 95828
ADDRESS: 15 BUSINESS PARK WAY SUITE 101
CONTACT: E-MAIL:

FAX: 949-637-2607
TEL: 310.701.7044
NAME: WSP
CITY,STATE, ZIP: IRVINE, CA 92618
ADDRESS: 15231 LAGUNA CANYON ROAD
CONTACT: DAVID BROWN E-MAIL: [email protected]
TEL: 310.701.7044
NAME: WSP
CITY,STATE, ZIP: IRVINE, CA 92618
ADDRESS: 15231 LAGUNA CANYON ROAD
CONTACT: ADRIAN MARSH E-MAIL: [email protected]
N

PROJECT NORTH

PROPOSED SITE

MILLS CROSSING
ADDRESS:
10179 Folsom Blvd, Rancho
Cordova, CA 95670
N

TRUE NORTH
500 FT RADIUS
The scope of work includes construction of a new commercial core and shell building (35,450 SF), a new performing arts center (27,336 SF), a new community events center (13,077 SF) and associated site improvements.

THE INTENT OF THE LIMIT OF WORK LINE IS TO DESCRIBE IN GENERAL THE AREAS AFFECTED BY PROJECT CONSTRUCTION. IT IS NOT INTENDED TO BE AN EXACT INDICATION OR EDGE OF THE CONSTRUCTION AREA. THE CONTRACTOR

SHOULD VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS

AND THEIR RELATIONSHIP TO THE WORK PROPOSED IN THE CONTRACT DOCUMENTS. ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK SHALL BE INCLUDED. THE CONTRACT DOCUMENTS

ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS

IF REQUIRED BY ALL TO THE EXTENT THAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS.

THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE

DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED BY THE BUILDING OFFICIAL.

THE FOLLOWING WILL BE DEFERRED SUBMITTALS FOR THIS PROJECT:
*ELEVATOR GUIDE RAIL SUPPORTS
*ERRC SYSTEM
*STEEL STAIRS
*EXTERNAL VIBRATION ISOLATORS AT MECHANICAL EQUIPMENT
*PHOTOVOLTAIC SYSTEM, INCLUDING SUPPORT / MOUNTING
*MECHANICAL PIPING & SEISMIC BRACING
*MECHANICAL DUCTING SEISMIC BRACING
*HVAC EQUIPMENT SEISMIC & ANCHORAGE
*MECHANICAL DUCTS RISER SUPPORTS

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CI CAST IRON

CIP CAST IN PLACE

CIV ENG CIVIL ENGINEER

CG CORNER GUARD

CJ CONTROL JOINT

CLG CEILING

CLKG CAULKING

CLO CLOSET

CLR CLEAR

CNTR COUNTER

CO CASED OPENING

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

DA DISABLED ACCESS

DBL DOUBLE
DEPT. DEPARTMENT

DESC DESCRIPTION

DF DRINKING FOUNTAIN

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DR DOOR

DWR DRAWER

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING
E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXPO EXPOSED

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLASH FLASHING

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOV FACE OF VENEER (BRICK OR

PRECAST)

FOW FACE OF WALL

FR FIRE RETARDANT

FPRF FIREPROOF

FS FINISH SURFACE

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE

GYP GYPSUM

HB HOSE BIB

HC HOLLOW CORE

HDWD HARDWOOD

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HGT/HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAND ARCH LANDSCAPE ARCHITECT

LAV LAVATORY

LKR LOCKER

LT LIGHT

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MUL MULLION

N NORTH

NIC NOT IN CONTRACT
NO/# NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OA OUTSIDE AIR

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OSA OUTSIDE AIR

PA PLANTING AREA

PRCST PRECAST

PH PANIC HARDWARE

PL PLATE

P LAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

POT PATH OF TRAVEL

PR PAIR

PT PAINT

PTD PAPER TOWEL

DISPENSER

PTD/R COMBINATION PAPER

TOWEL DISPENSER
& RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL

RECEPTACLE

QT QUARRY TILE

R RISER

RAD RADIUS

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

RGTR REGISTER

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RWD REDWOOD

RWL RAIN WATER LEADER

S SOUTH

SC SOLID CORE

SCD SEAT COVER

DISPENSER

SCHED SCHEDULE

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET

SH SHELF

SHR SHOWER

SHT SHEET

SIM SIMILAR

SND SANITARY NAPKIN

DISPENSER

SNR SANITARY NAPKIN

RECEPTACLE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

S SK SERVICE SINK

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

T TREAD

TB TOWEL BAR

TC TOP OF CURB

TEL TELEPHONE

TER TERRAZZO

T&G TONGUE & GROOVE

THK THICK

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOW TOP OF WALL

TOP TOP OF PARAPET

TPD TOILET PAPER

DISPENSER

TS TOP OF SLOPE

TV TELEVISION

TYP TYPICAL

UNF UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UR URINAL

VCT VINYL COMPOSITION
TILE

VERT VERTICAL

VEST VESTIBULE
W WEST

W/ WITH

WC WATER CLOSET

WD WOOD

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC
& AND
∠ ANGLE
@ AT
℄ CENTERLINE
∅ DIAMETER OR ROUND
# POUND OR NUMBER
(E) EXISTING
(P) PAINT
(R) REMOVE
+/- DIM TOLERANCE

AC ASPHALTIC CONCRETE

ACC ACCESSIBLE

ACOUS ACOUSTICAL

ACM ALUM COMPOSITE MATERIAL

ACT ACOUS CLG TILE

AD AREA DRAIN

AED AUTO EXT DEFIBRILLATOR

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHJ AUTHORITY HAVING

JURISDICTION

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASF ASSIGNABLE SF

ASPH ASPHALT

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BM BEAM

BOC BACK OF CURB

BOT BOTTOM

BO BOTTOM OF

BOC BACK OF CURB

BOW BOTTOM OF WALL

BS BOTTOM OF SLOPE

COLUMN LINES
0 0

SURFACE DRAINAGE

ARROW INDICATES

DIRECTION OF FLOW
N

PROJECT NORTH

BUILDING SECTION

SECTION ID

SHEET NUMBER

WALL SECTION

SECTION ID

SHEET NUMBER

DETAIL CALLOUTS

DETAIL ID

SHEET NUMBER

DETAIL SECTION

DETAIL ID

SHEET NUMBER

DETAIL REFERENCE

DETAIL ID

SHEET NUMBER

INTERIOR ELEVATIONS

DETAIL ID

SHEET NUMBER
A
C
SIM
D A101 B

DOOR DESIGNATION

ROOM DESIGNATION

ROOM NUMBER

ROOM AREA
REVISION CLOUD & 1

TAG (OPTIONAL)
SA2U
1t

SHADED PORTION POINTS

TO SIDE REFERENCED

DATUM POINT

KEYNOTE

WALL TYPE

OPENING DESIGNATION
TYP.
?

MATCH LINE
SEE SHEET A101

LEVEL LINE, CONTROL POINT
EL: 12'-8" = ELEVATION/SECTION

STAIR DIRECTION
DN
UP

CENTER LINES, LEVEL LINES

HIDDEN CONSTRUCTION FEATURE

BREAK LINE
####
FINISH TAG XX-##
EQUIPMENT TAG 1i
N

TRUE NORTH

NORTH ARROW

EXTERIOR ASSEMBLY
REFER TO A8.11 R2
Room
101
150 SF
1 A101
TYP
1 A101
TYP
1 A101
SIM
1 A101
SIM
1 A101
SIM

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN ACCORDANCE

WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS & THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.

THE CONTRACTOR IS RESPONSIBLE FOR ALL EXG SURVEY MONUMENTS WHICH

MAY BE DISTURBED THROUGH CONSTRUCTION ACTIVITIES DEEMED NECESSARY FOR PRESERVATION BY THE CIVIL ENGINEER. IF SUCH

MONUMENTS WERE DISTURBED, THE APPLICANT SHALL HAVE A LICENSED

LAND SURVEYOR QUALIFIED CIVIL ENGINEER REESTABLISH ANY SUCH

MONUMENTATION DAMAGED OR DESTROYED DURING THE CONSTRUCTION OF THE PROJECT & SUBMIT "PRELIMINARY CORNER RECORDS" TO THE CIVIL ENGINEER AFTER REPLACEMENT. AFTER APPROVAL BY THE CIVIL ENGINEER,

THE APPLICANT SHALL FILE THE CORNER RECORDS WITH THE COUNTY SURVEYOR. PRIOR TO THE EXONERATION OF ANY SECURITY, EVIDENCE OF SUCH FILING SHALL BE FURNISHED TO THE CIVIL ENGINEER.

THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT TRUCK ROUTES SHALL BE STEERED AWAY FROM RESIDENTIAL AREAS.

THE CONTRACTOR SHALL ENSURE THAT TRUCKS HAULING DIRT ON PUBLIC ROADS TO & FROM THE SITE SHALL BE COVERED OR WILL MAINTAIN A 6"

DIFFERENTIAL BETWEEN THE MAX HGT OF ANY HAULED MATERIAL & THE TOP OF THE HAUL TRAILER. HAUL TRUCK DRIVERS SHALL WATER THE LOAD PRIOR TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORT.

THE CONTRACTOR SHALL ENSURE THAT GRADED SURFACES USED FOR OFF

ROAD PARKING, MATERIALS LAY-DOWN, OR AWAITING FUTURE CONSTRUCTION SHALL BE STABILIZED FOR DUST CONTROL AS NEEDED. FREQUENTLY

ACCESSED UNPAVED AREAS SHALL BE PAVED AS EARLY AS POSSIBLE TO MINIMIZE DIRT TRACKOUT TO PUBLIC RIGHTS-OF-WAY.

THE CONSTRACTOR SHALL COORDINATE ANY LANE CLOSURES OR DETOURS WITH THE CITY/COUNTY. FLAG PERSONS & APPROPRIATE TRAFFIC CONTROL

DEVICES SHALL BE USED AS NEEDED TO MINIMIZE CONSTRUCTION ACTIVITY INTERFERENCE WITH OFF-SITE-TRAFFIC.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT

DOCUMENTS OR BETWEEN THE CONTRACT DOCUMENTS & EXISTING

CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.

SHOULD A CONFLICT OCCUR BETWEEN DWGS & SPECIFICATIONS, THE MORE

COSTLY CONDITION SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION

FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A
CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS.

THE CONTRACTOR SHALL CONFINE HIS OPERATION ON THE SITE TO AREAS PERMITTED BY OWNER.

THE JOBSITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF

DEBRIS & LITTER & SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUBCONTRACTOR IMMEDIATELY UPON

COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH & DEBRIS AS A RESULT OF HIS OPERATION.

ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED & PROTECTED TO PREVENT DAMAGE & DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK.

THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND/OR PATCHING OF HIS

WORK THAT MAY BE REQ TO MAKE ITS SEVERAL PARTS FIT TOGETHER

PROPERLY & SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT.

ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES,

CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE

MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES.

STRUCTURAL OBSERVATION WILL BE PERFORMED BY THE STRUCTURAL ENGINEER. WHEN REQ, A STATEMENT IN WRITING SHALL BE GIVEN TO THE

BUILDING OFFICIAL, STATING THAT THE SITE VISITS HAVE BEEN MADE &

WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS & SPECIFICATIONS.

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITAL ITEMS SHALL BE

SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL

REVIEW THEM & RETURN THEM TO THE CONTRACTOR (WITH A NOTIFICATION

INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN

REVIEWED & THAT THEY HAVE BEEN FOUND TO BE IN GENERAL

CONFORMANCE WITH THE DESIGN OF THE BUILDING) FOR PLAN CHECK APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL

THEIR DESIGN & SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION.

PROVIDE ALL ACCESS PANELS AS REQ BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQ WITH ARCHITECT PRIOR TO INSTALLATION.

NO PORTION OF WORK REQ A SHOP DWG OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.

ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH CORRECTED SHOP DWGS. AND SAMPLES.

DIMENSIONS:

ALL DIMS SHALL TAKE PRECEDENCE OVER SCALE.

ALL DIMS ARE TO FACE OF STUD / CONCRETE / MASONRY UNO

CLG HGT DIMS ARE FROM FACE OF SLAB TO FACE OF FIN CLG MATERIAL UNO

DO NOT SCALE DRAWINGS

PROVIDE ALL NECESSARY BLOCKING, BACKING, & FRAMING FOR LIGHT

FIXTURES, ELECTRIC UNITS, AC EQUIP, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQ.

WHERE LARGER STUDS OR FURRING ARE REQ TO COVER PIPING AND

CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL

SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNO.

ALL DOORS SHALL BE OPERABLE FROM THE INSIDE W/O THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQ BY THE APPLICABLE CODES. ALL DOOR SWINGS SERVING AN OCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF TRAVEL.

ALL GLASS AND GLAZING SHALL COMPLY WITH THE APPLICABLE CODES.

WALL AND CLG MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN THE APPLICABLE CODES.

SURVEYORS CERTIFICATE REQ PRIOR TO FINAL COMPLETION.

THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE CODES FOR FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. FIRE SPRINKLER SYSTEMS & INSTALLATION SHALL CONFORM W/ THE APPLICABLE STANDARDS AND CODES.

FIRE SPRINKLER SYSTEMS TO BE TIED INTO THE ALARM SYSTEM PER THE APPLICABLE CODES.

AUTOMATIC SPRINKLER SYSTEM(S) SHALL BE SUPERVISED BY AN APPROVED

CENTRAL OR REMOTE STATION SERVICE, AND/OR SHALL BE PROVIDED W/ A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL.

FIRE SPRINKLER SYSTEM(S) & ALL CONTROL VALVES SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER THE APPLICABLE CODES.

FIRE HYDRANT & FIRE SPRINKLER SYSTEM(S) SHALL BE FLUSHED

THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUBOUTS & WITNESSED BY THE PROJECT INSPECTOR.

A HYDROSTATIC TEST (200 PSI PRESSURE FOR 2 HRS. OR @ 50 PSI IN EXCESS OF THE MIN. STATIC PRESSURE WHEN IT IS IN EXCESS OF 150 PSI) SHALL BE

WITNESSED BY THE PROJECT INSPECTOR PRIOR TO COVERING PIPING JOINTS.

A 3' CLR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE

HYDRANTS EXCEPT AS OTHERWISE REQ OR APPROVED PER THE APPLICABLE CODES.

THRUST BLOCKS SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION.

ALL PIPE SHALL BE UL LISTED FOR FIRE SERVICE SYSTEMS, CLASS 200 MIN.

FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED W/I 100' FROM A PUBLIC FIRE HYDRANT PER THE APPLICABLE STANDARDS AND CODES.

FIRE SPRINKLER RISER SHALL BE LOCATED WITHIN 5 FT OF THE EXT WALL (OR AS REQ BY THE AHJ) AND TERMINATE 6" ABV FF

AN ALL-WEATHER FIRE ACCESS ROAD SHALL BE IN PLACE BEFORE ANY COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE OR AS REQ BY THE AHJ.

STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE & COMBUSTIBLE LIQUIDS,

FLAMMABLE & COMPRESSED GASES & OTHER HAZARDOUS MATERIALS SHALL COMPLY W/ THE APPLICABLE CODES.

EXIT SIGNS SHALL BE POSTED OVER EXIT DOORS & DIRECTIONAL EXIT SIGNS SHALL BE LOCATED TO DIRECT PERSONS TOWARD EXIT DOORS.

EXIT SIGNS SHALL BE SELF-LUMINOUS TYPE OR ELECTRONICALLY

ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL

BE FROM STORAGE BATTERIES OR AN ON-SITE GENERATOR, FOR A DURATION OF 90 MINUTES PER THE APPLICABLE CODES.

EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

ACCESS GATE(S) SHALL BE OPENABLE W/ FIRE DEPT MASTER KEY FROM THE EXTERIOR.

CURBS ALONG FIRE LANES SHALL BE PAINTED SAFETY RED & MARKED "FIRE LANE NO PARKING" W/ 3" WHITE LETTERS ON THE TOP OF CURBING EVERY 30' AS INDICATED ON THE APPROVED DRAWINGS.

APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW &

EXG BLDGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE & LEGIBLE FROM

THE STREET OR ROAD FRONTING THE PROPERTY PER THE APPLICABLE CODES.

PROVIDE PERMANENT OR TEMPORARY STANDPIPES WHILE BUILDING IS UNDER CONSTRUCTION PER THE APPLICABLE CODES.

PROVIDE FIRE EXTINGUISHERS PER THE REQ THE APPLICABLE STANDARDS AND CODES.

Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

As indicated

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

GENERAL PROJECT

INFORMATION
AD0.01
30911
Checker

ADA CONSTRUCTION SUPPORT FACILITIES

VICINITY MAP PROJECT DIRECTORY

PROJECT SCOPE

LIMIT OF WORK

DEFERRED APPROVALS

SYMBOLS ABBREVIATIONS CONSTRUCTION NOTES FIRE AND LIFE SAFETY NOTES Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 ENTITLEMENT SUBMITTAL #4 02/10/2025 ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2428 of 2588 ends

FIRE-RESISTANCE RATING REQ. FOR BLDG ELEMENTS (CBC TABLE 601):

STRUCTURAL FRAME:

EXTERIOR BEARING WALLS:

INTERIOR BEARING WALLS:

EXTERIOR NONBEARING WALLS:

INTERIOR NONBEARING WALLS:

FLOOR CONSTRUCTION:

ROOF CONSTRUCTION:
**FIRE PROTECTION OF MEMBERS OTHER THAN THE PRIMARY STRUCTURAL

FRAME SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF THE ROOF FRAMING AND DECKING WHERE EVERY PART OF CONSTRUCTION IS 20 FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW (CBC 601 EXCEPTION B) FIRE-RESISTANCE RATING REQ. FOR EXTERIOR WALLS (CBC TABLE 602) 1-HR PROTECTED:

NO PROTECTION REQUIRED:

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (CBC TABLE 1004.5):

BUILDING USES:

CONSTRUCTION CLASSIFICATION
(CBC 602):

OCCUPANCY CLASSIFICATION
(CBC 302 & 508.3):

FIRE PROTECTION:

ACCESSORY OCCUPANCY (CBC 508.2):

INCIDENTAL USES (CBC 509):

ALLOWABLE BUILDING HEIGHT
(CBC 504 & TABLE 504.3):

ALLOWABLE NUMBER OF STORIES
(CBC 504 & TABLE 504.4):

ALLOWABLE AREA PER STORY
(CBC 506.2.4 & TABLE 506.2):

ALLOWABLE BUILDING AREA
(CBC 506.2.3 & TABLE 506.2):

ACTUAL BUILDING HEIGHT:

ACTUAL NUMBER OF STORIES:

FIRST FLOOR AREA*:

SECOND FLOOR AREA*:

ROOF DECK AREA*:

OVERALL BUILDING AREA*:

OVERALL BUILDING AREA (SUM):

OFFICE BUILDING, MEDICAL OFFICE BUILDING

TYPE II-B
B

SPRINKLERED
S2
75' - 0" (WITHOUT AREA INCREASE)
3 STORIES (WITHOUT AREA INCREASE)
69,000 SF (WITHOUT HEIGHT INCREASE)
138,000 SF
41'-6" - OK
3 STORIES - OK
18,000 SF < 69,000 SF - OK**
18,000 SF < 69,000 SF - OK
2,000 SF < 69,000 SF - OK
38,000 SF < 138,000 SF - OK
38,000 SF
1:5 NET =
1:7 NET =
1:15 NET =
1:20 NET =
1:50 GROSS =
1:50 GROSS =
1:150 GROSS =
1:300 GROSS =

ASSEMBLY W/OUT FIXED SEATS (CONCENTRATED-STANDING)

ASSEMBLY W/OUT FIXED SEATS (CONCENTRATED-CHAIRS)

ASSEMBLY W/OUT FIXED SEATS (UNCONCENTRATED)
EDUCATIONAL: CLASSROOM AREA

EXERCISE ROOMS

LOCKER ROOMS

BUSINESS AREA

STORAGE AREAS, MECHANICAL EQUIPMENT ROOM
OCCUPANT LOAD PER FLOOR:

LEVEL 1:

LEVEL 2:

LEVEL 3:
(ROOF DECK)
* BUILDING AREAS INCLUDE HORIZONTAL PROJECTIONS OF THE ROOF OR FLOOR ABOVE BUT EXCLUDE VENT SHAFTS AND COURTS. (CBC 202)
MEANS OF EGRESS SIZING (CBC 1005):

STAIRWAYS: # OCCUPANTS X 0.2 = EGRESS WIDTH
(CBC 1005.3.1, EXCEPTION 1)
DOOR EXITS & CORRIDORS: # OCCUPANTS X 0.15 = EGRESS WIDTH (CBC 1005.3.2, EXCEPTION 2)
PROVIDE 2 EXITS IN ALL ROOMS WITH OCCUPANT LOADS ABOVE 49 (A-3 & B) PROVIDE 2 EXITS IN ALL ROOMS WITH OCCUPANT LOADS ABOVE 29 (S-1) MAXIMUM COMMON PATH OF TRAVEL (CBC TABLE 1006.2.1):

A OCCUPANCY: 75'-0"
B OCCUPANCY: 100'-0"
S-1 OCCUPANCY: 100'-0"
MAXIMUM EXIT ACCESS TRAVEL DISTANCE (CBC TABLE1017.2):

A OCCUPANCY: 250'-0"
B OCCUPANCY: 300'-0"
S-1 OCCUPANCY: 250'-0"
MAXIMUM TRAVEL DISTANCE TO ELEVATOR (CBC 11B-206.2.3.2): 200'-0" AREA OF REFUGE (CBC 1009):

NOT REQUIRED IN BLDGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM
< 30'-0"
≥ 30'-0"
98 OCCUPANTS
# OF EXITS REQUIRED = 2
# OF EXITS PROVIDED = 2
107 OCCUPANTS
# OF EXITS REQUIRED = 2
# OF EXITS PROVIDED = 2
135 OCCUPANTS
# OF EXITS REQUIRED = 2
# OF EXITS PROVIDED = 2
0 HOUR
0 HOUR
0 HOUR
REFER TO RATING REQ. BELOW
0 HOUR
0 HOUR
0 HOUR **
FIRE-RESISTANCE RATING REQ. FOR BLDG ELEMENTS (CBC TABLE 601):

STRUCTURAL FRAME:

EXTERIOR BEARING WALLS:

INTERIOR BEARING WALLS:

EXTERIOR NONBEARING WALLS:

INTERIOR NONBEARING WALLS:

FLOOR CONSTRUCTION:

ROOF CONSTRUCTION:
**FIRE PROTECTION OF MEMBERS OTHER THAN THE PRIMARY STRUCTURAL

NO PROTECTION REQUIRED:

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (CBC TABLE 1004.5):

BUILDING USES:

CONSTRUCTION CLASSIFICATION
(CBC 602):

OCCUPANCY CLASSIFICATION
(CBC 302 & 508.3):

FIRE PROTECTION:

ACCESSORY OCCUPANCY (CBC 508.2):

INCIDENTAL USES (CBC 509):

ALLOWABLE BUILDING HEIGHT
(CBC 504 & TABLE 504.3):

ALLOWABLE NUMBER OF STORIES
(CBC 504 & TABLE 504.4):

ALLOWABLE AREA PER STORY
(CBC 506.2.4 & TABLE 506.2):

ALLOWABLE BUILDING AREA
(CBC 506.2.3 & TABLE 506.2):

ACTUAL BUILDING HEIGHT:

ACTUAL NUMBER OF STORIES:

FIRST FLOOR AREA*:

SECOND FLOOR AREA*:
(EXCLUDES 1694 SF MEZZANINE AREA

WITHIN THEATER )
THIRD FLOOR AREA*:
(ROOF DECK)
OVERALL BUILDING AREA*:

OVERALL BUILDING AREA (SUM):

THEATER AND ARTS BUILDING

TYPE II-B
A-3, A-4, B & S-1 (NON-SEPARATED

OCCUPANCIES - MOST RESTRICTIVE

OCCUPANCY USED)

SPRINKLERED
NONE
LAUNDRY ROOMS OVER 100SF
75' - 0" (WITHOUT AREA INCREASE)
3 STORIES (WITHOUT AREA INCREASE)
25,500 SF (WITHOUT HEIGHT INCREASE)
93,000 SF
47'-0" - OK
2 STORIES - OK
16,621 SF < 25,500 SF - OK**
8,952 SF < 25,500 SF - OK
2,000 SF < 25,500 SF - OK
27,573 SF < 76,500 SF - OK
74,740 SF
1:5 NET =
1:7 NET =
1:15 NET =
1:20 NET =
1:50 GROSS =
1:50 GROSS =
1:150 GROSS =
1:300 GROSS =

ASSEMBLY W/OUT FIXED SEATS (CONCENTRATED-STANDING)

ASSEMBLY W/OUT FIXED SEATS (CONCENTRATED-CHAIRS)

ASSEMBLY W/OUT FIXED SEATS (UNCONCENTRATED)
EDUCATIONAL: CLASSROOM AREA

EXERCISE ROOMS

LOCKER ROOMS

BUSINESS AREA

STORAGE AREAS, MECHANICAL EQUIPMENT ROOM
OCCUPANT LOAD PER FLOOR:

LEVEL 1:

LEVEL 2:

LEVEL 3:
* BUILDING AREAS INCLUDE HORIZONTAL PROJECTIONS OF THE ROOF OR FLOOR ABOVE BUT EXCLUDE VENT SHAFTS AND COURTS. (CBC 202)
MEANS OF EGRESS SIZING (CBC 1005):

A OCCUPANCY: 75'-0"
B OCCUPANCY: 100'-0"
S-1 OCCUPANCY: 100'-0"
MAXIMUM EXIT ACCESS TRAVEL DISTANCE (CBC TABLE1017.2):

A OCCUPANCY: 250'-0"
B OCCUPANCY: 300'-0"
S-1 OCCUPANCY: 250'-0"
MAXIMUM TRAVEL DISTANCE TO ELEVATOR (CBC 11B-206.2.3.2): 200'-0" AREA OF REFUGE (CBC 1009):

NOT REQUIRED IN BLDGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM
0 HOUR
0 HOUR
0 HOUR
REFER TO RATING REQ. BELOW
0 HOUR
0 HOUR
0 HOUR **
5'-0" ≤ X ≤ 10'-0"
10'-0" ≤ X ≤ 30'-0"
797 OCCUPANTS
# OF EXITS REQUIRED = 3
# OF EXITS PROVIDED = 3
395 OCCUPANTS
# OF EXITS REQUIRED = 2
# OF EXITS PROVIDED = 2
133 OCCUPANTS
# OF EXITS REQUIRED = 2
# OF EXITS PROVIDED = 2
FIRE-RESISTANCE RATING REQ. FOR BLDG ELEMENTS (CBC TABLE 601):

STRUCTURAL FRAME:

EXTERIOR BEARING WALLS:

INTERIOR BEARING WALLS:

EXTERIOR NONBEARING WALLS:

INTERIOR NONBEARING WALLS:

FLOOR CONSTRUCTION:

ROOF CONSTRUCTION:
**FIRE PROTECTION OF MEMBERS OTHER THAN THE PRIMARY STRUCTURAL

NO PROTECTION REQUIRED:

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (CBC TABLE 1004.5):

BUILDING USES:

CONSTRUCTION CLASSIFICATION
(CBC 602):

OCCUPANCY CLASSIFICATION
(CBC 302 & 508.3):

FIRE PROTECTION:

ACCESSORY OCCUPANCY (CBC 508.2):

INCIDENTAL USES (CBC 509):

ALLOWABLE BUILDING HEIGHT
(CBC 504 & TABLE 504.3):

ALLOWABLE NUMBER OF STORIES
(CBC 504 & TABLE 504.4):

ALLOWABLE AREA PER STORY
(CBC 506.2.4 & TABLE 506.2):

ALLOWABLE BUILDING AREA
(CBC 506.2.3 & TABLE 506.2):

ACTUAL BUILDING HEIGHT:

ACTUAL NUMBER OF STORIES:

FIRST FLOOR AREA*:

OVERALL BUILDING AREA*:

OVERALL BUILDING AREA (SUM):

FOOD PREP KITCHEN, MEETING SPACE

TYPE II-B
A-2, A-3, B & S-2 (NON-SEPARATED

OCCUPANCIES - MOST RESTRICTIVE

OCCUPANCY USED)

SPRINKLERED
NONE
75' - 0" (WITH AREA INCREASE)
3 STORIES (WITH AREA INCREASE)
26,500 SF (WITHOUT HEIGHT INCREASE)
93,000 SF
47'-0" - OK
1 STORIES - OK
9,661 SF (CONDTIONED AREA) + 4446 SF
(OVERHANGS) < 46,500 SF - OK**
14,107 SF < 25,500 SF - OK
25,500 SF
1:5 NET =
1:7 NET =
1:15 NET =
1:20 NET =
1:50 GROSS =
1:50 GROSS =
1:150 GROSS =
1:300 GROSS =

ASSEMBLY W/OUT FIXED SEATS (CONCENTRATED-STANDING)

ASSEMBLY W/OUT FIXED SEATS (CONCENTRATED-CHAIRS)

ASSEMBLY W/OUT FIXED SEATS (UNCONCENTRATED)
EDUCATIONAL: CLASSROOM AREA

EXERCISE ROOMS

LOCKER ROOMS

BUSINESS AREA

STORAGE AREAS, MECHANICAL EQUIPMENT ROOM
OCCUPANT LOAD PER FLOOR:

LEVEL 1:
* BUILDING AREAS INCLUDE HORIZONTAL PROJECTIONS OF THE ROOF OR FLOOR ABOVE BUT EXCLUDE VENT SHAFTS AND COURTS. (CBC 202)
MEANS OF EGRESS SIZING (CBC 1005):

A OCCUPANCY: 75'-0"
B OCCUPANCY: 100'-0"
S-1 OCCUPANCY: 100'-0"
MAXIMUM EXIT ACCESS TRAVEL DISTANCE (CBC TABLE1017.2):

A OCCUPANCY: 250'-0"
B OCCUPANCY: 300'-0"
S-1 OCCUPANCY: 250'-0"
MAXIMUM TRAVEL DISTANCE TO ELEVATOR (CBC 11B-206.2.3.2): 200'-0" AREA OF REFUGE (CBC 1009):

NOT REQUIRED IN BLDGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM
1 HOUR
1 HOUR
1 HOUR
REFER TO RATING REQ. BELOW
0 HOUR
1 HOUR
1 HOUR **
< 30'-0"
≥ 30'-0"
768 OCCUPANTS
# OF EXITS REQUIRED = 3
# OF EXITS PROVIDED = 7
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

CODE ANALYSIS
AD1.00
30911
Checker
CODE ANALYSIS - BLDG 3 CODE ANALYSIS - BLDG 2 CODE ANALYSIS - BLDG 1 Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 ENTITLEMENT SUBMITTAL #4 02/10/2025

PROPOSED USE SUMMARY
BUILDING 1:

OFFICE 17,000 SF
COMMUNITY CLINIC 17,000 SF
BUILDING 2:

THEATER 6,500 SF
FLEXIBLE STUDIO SPACE 3,300 SF
BUILDING 3:

FLEXIBLE COMMUNITY CENTER 6,500 SF
COMMUNITY SUPPORT SPACE 2,000 SF
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2429 of 2588 ends

Revision Date Date Submittal
DateChecked byJob. No.

Copyright 2013 C
ScaleThis and all other project documents and all ideas, aesthetics and designs incorporated therein are
instruments of service. All project documents are the
registered property of LPA, INC. (LPA) and cannot be
lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between LPA and Client. LPA hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend LPA and LPA's Consultants to the maximum legal extent
against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse.

Project documents describe design intent of work and are not a representation of as-built or existing conditions. LPA and LPA's Consultants make no representations
concerning the accuracy of documents and are not
responsible for any discrepancies between project
documents and the existing conditions.

Checker
-
0 1" = 40'

MILLS CROSSING
10179 FOLSOM BLVD,
RANCHO CORDOVA, CA 95670
GRIFFIN l SWINNERTON
30911
LEGEND

PROPERTY LINEEASEMENTSIDE SETBACK

BICYCLE PARKING RACK

PARKING COUNT
PARKING LOT 1 - 98 STALLS
(25.5% OF TOTAL)COMPACT STALL COUNT - 25ADA STALL COUNT - 5EV ONLY STALL COUNT - 5 PARKING LOT 2 - 38 STALLS
(26.3% OF TOTAL)COMPACT STALL COUNT - 10ADA STALL COUNT - 2EV ONLY STALL COUNT - 2 PARKING LOT 3 - 41 STALLS
(17.1% OF TOTAL)COMPACT STALL COUNT - 7ADA STALL COUNT - 3EV ONLY STALL COUNT - 2

MAIN ENTRY SYMBOL
8'-0"
18'-0"
C
COMPACT STALL 9'-0"
19'-0"
STANDARD STALL 9'-0"
19'-0"
ACCESSIBLE STALL 12'-0"
19'-0"

ACCESSIBLE VAN STALL

ONSITE PARKING STALL DIMENSIONS
18'-0"

PARALLEL PARKING STALL

OFFSITE PARKING STALL DIMENSIONS

TREE WELL
CURB 7'-0"

TREE WELL
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Developed for
Checked ByScaleJob Number Submittal Date
This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.

As indicated

MILLS CROSSING
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

GENERAL PROJECT

SITE PLAN
Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 TEMPORARY SIDEWALK BIKE REPAIR KIOSK NEW FENCE WIDEN PER COA #21

TEMPORARY SIDEWALK PERMANENT CURB RAMP

PERMANENT CURB RAMP

PERMANENT CURB RAMP PERMANENT CURB RAMP STOP SIGN

CROSS WALK

FUTUREPUBLIC ART

STREET A

STREET C

STREET D STREET E

STREET B

PARKING PARKING

PARKING
COMPACT STALL COUNT - 24(24.7% OF TOTAL)ADA STALL COUNT - 3EV STALL COUNT - 3 PARKING LOT 1 - 97 STALLS COMPACT STALL COUNT - 12
(30.0% OF TOTAL)ADA STALL COUNT - 2EV STALL COUNT - 2
PARKING LOT 2 - 40 STALLS COMPACT STALL COUNT - 8
(18.1% OF TOTAL)ADA STALL COUNT - 2EV STALL COUNT - 2
PARKING LOT 2 - 44 STALLS
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

Page 2430 of 2588 ends

PLAZA

PROJECT BOUNDARY

TOP OF SLOPE

SLOPE SETBACK
5'

SIDEYARD SETBACK

PER FOLSOM SP (FB-RMU)

STREET/CORNER LOT
10'

STREET A
BUILDING 1

COMMUNITY COMMERCIAL

HEALTH & WELLNESS

PARKING
BUILDING 2

COMMUNITY ARTS CENTER
BUILDING 3

COMMUNITY

COMMERCIAL
RETAIL
26'
FIRE LANE 11

PARKING

TRUNCATED DOMES

BOTH SIDES
R47'
20' 7.5'
25'
R17'
R17'
R25'
R25'

STREET C

STREET D
20'
RETAINING WALL, 4.0' TALL MAX

STREET B

STREET E
41'

13.5'
27'

13.5' 7.0'
SW

7.0'
36'

18.5'

7.0'
SW

18.5'

PARKING

PARKING
R25'
R25'

8.5' 8.5' 10' 10'

PROJECT GREEN
R17'

RAISED CROSSWALK

PARKING

PARKING
36'
18'

7.0'
SW
10'
18'
10' 8' 8'
c c c c c c c c c c c c c c c c c c c c
27c
9 23
(99 TOTAL)
26'
25'
25'
c c c
1c

PROJECT GREEN

BIORETENTION BASINS
TYP
2 NO

PARKING
NO

PARKING
19 19
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
9 c c c c c c c
2 PV CANOPY ABOVE
NO

PARKING

7.5'
NO

PARKING
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
NO

PARKING

EV CHARGING
ONLY

EV CHARGING
ONLY
7c
10 c c c c
c c c
(44 TOTAL)
9 6 EV CHARGING ONLY EV CHARGING ONLY
8 NO PARKING NO PARKING
PARKING LOT 1
PARKING LOT 3
(40 TOTAL)
PARKING LOT 2
c c c
4c
7 c
2 c
c c c
c c c
8 STOP SIGN
STOP SIGN (TYP.)

STOP SIGN
STOP SIGN(TYP.)
STOP SIGN (TYP.)
WIDEN PER COA#21

FUTURE PUBLIC ART

7.0'
SW

TEMP SIDEWALK

PERM RAMP
D
D
D
D
D
D D
co
co co
co
co
co
co
D
D
D
D
D
D
D
D
D co
D
D
co
co
co
co
co
co
co
co
co
co
co
co
co co
co
co
co co co co co
308.48
N32°40'29"W
N57°19'31"E
10' SMUD EASEMENT PER 66-09-14 O.R. 472
PER 75-04-11 O.R. 481
21' PT&T EASEMENT
21' PUBLIC UTILITY EASEMENT
PER 66-10-03 O.R. 262
PER 2674 O.R. 350

PG&E EASEMENT

APPROXIMATE CENTERLINE OF
PER 2806 O.R. 403
10' PG&E EASEMENT
PER 66-10-03 O.R. 262
21' PT&T EASEMENT
10' SEWER EASEMENT
PER 67-06-07 O.R. 296
PER 67-09-08 O.R. 329
10' SEWER EASEMENT
21' PUBLIC UTILITY EASEMENT
PER 66-10-03 O.R. 262
5' SMUD EASEMENT
PER 66-09-14 O.R. 472
5' SMUD EASEMENT
PER 66-09-14 O.R. 472
10' SMUD EASEMENT
PER 66-09-14 O.R. 472
10' SMUD EASEMENT PER 66-09-14 O.R. 472
10' WATERLINE EASEMENT PER 4991 O.R. 251
PER 4885 O.R. 815
10' HIGHWAY EASEMENT
PER 4671 O.R. 735
10' SLOPE EASEMENT
E
E E
36" TREE
10" TREE
24" TREE
SSMH
RIM = 78.95
INV = 71.95

PARKING COVER
24" TREE
24" TREE
24" TREE
24" TREE
24" TREE
12" TREE
18" TREE
24" TREE
18" TREE
16" TREE
12" TREE
12" TREE
24" TREE
12" TREE
12" TREE
18" TREE
S
S
S
S
D
D
D
D
D
D
36" TREE
10" TREE
24" TREE
8" TREE
4" TREE
18" TREE
12" TREE
18" TREE
48" TREE
10" TREE
10" TREE

FIRE HYDRANT
20'
AERIAL
ACCESS
14' MIN
33' MAX
150' HOSE PULL
150' HOSE PULL
150' HOSE PULL
150' HOSE PULL

FOLSOM BLVD

LA LOMA DR

FIRE HYDRANT

FIRE HYDRANT
(E) FIRE HYDRANT
(E) FIRE HYDRANT

FIRE HYDRANT

FIRE HYDRANT
(E) FIRE HYDRANT
AERIAL
ACCESS
14' MIN
33' MAX
150' HOSE PULL
AERIAL
ACCESS
14' MIN
33' MAX
150' HOSE PULL
150' HOSE PULL
20'20'
20'
20'
R25'
R50'
R50'
R25'
R50'
R50'
AERIAL
ACCESS
14' MIN
33' MAX
150' HOSE PULL
26'
20'
26'
20'
ACCESS #1
AERIAL

APPARATUS

EXIT ONLY
ACCESS #2
E L
CA
P
R I C
E
DR
FDC
FDC
FDC

PROPERTY LINE

FIRE TRUCK ACCESS ROUTE

AERIAL APPARATUS ACCESS ROUTE

FIRE HYDRANT

FIRE HOSE PULL

FDC FIRE DEPARTMENT CONNECTION
949-261-1001 Office
949-260-1190 Fax
© LPA, Inc.

Developed for
Job Number
Date Published
Checked By
ScaleRevision Date

ARCHITECTURE ENGINEERING INTERIORS

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
949-260-1190 Fax
LPADesignStudios.com Submittal Date
5301 California Avenue, Suite 100
Irvine, California 92617
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The
unauthorized disclosure and/or use of the project
documents (including the creation of derivative works), may give rise to liability for copyright infringement,
unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary
losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions.

LPA is not responsible for any discrepancies between the project documents and the existing conditions. MILLS CROSSING FOLSOM BLVD / LA LOMA DR RANCHO CORDOVA, CA 95670

GRIFFIN SWINERTON
30911.00

AS SHOWN

11.21.2024
DD PROGRESS SET 11/21/2024

GRIFFIN

SWINERTON

SITE FIRE

ACCESS PLAN
G1.30
1" = 30'
N
BUILDING 1
REQUIRED FIRE FLOW [CFC TABLES
B1.05.1(2) AND B105.2]
4,000 x 25% = 1,000 GPM (MIN) FOR
CONSTRUCTION TYPE IIB, 36000 SF

ALLOWABLE DISTANCE TO FIRE HYDRANT
[CFC TABLE C102.1]
500 / 2 = 250 FT MAX. FOR FIRE FLOWS UNDER
1,750 GPM
HOSE PULL (CFC 503.1.1)
150 FT MAX.

BUILDING 2
REQUIRED FIRE FLOW [CFC TABLES
B1.05.1(2) AND B105.2]
3,250 x 25% = 1,000 GPM (MIN) FOR
CONSTRUCTION TYPE IIB, 25000 SF

ALLOWABLE DISTANCE TO FIRE HYDRANT
[CFC TABLE C102.1]
500 / 2 = 250 FT MAX. FOR FIRE FLOWS
UNDER 1,750 GPM
BUILDING 3
REQUIRED FIRE FLOW [CFC TABLES
B1.05.1(2) AND B105.2]
2,000 x 25% = 1,000 GPM (MIN) FOR
CONSTRUCTION TYPE IIB, 9000 SF

ALLOWABLE DISTANCE TO FIRE HYDRANT
[CFC TABLE C102.1]
500 / 2 = 250 FT MAX. FOR FIRE FLOWS
UNDER 1,750 GPM

CALCULATIONS
LEGEND
Revision Date Date Submittal
Date
Checked by
Job. No.

Copyright 2013 C
Scale
This and all other project documents and all ideas,aesthetics and designs incorporated therein are instruments of service. All project documents are theregistered property of LPA, INC. (LPA) and cannot belawfully used in whole or in part for any project or purpose except as described in the contractual agreement between LPA and Client. LPA hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds allparties involved with misuse to fully indemnify and defendLPA and LPA's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arisingdirectly or indirectly from project document misuse.

Project documents describe design intent of work and arenot a representation of as-built or existing conditions. LPA and LPA's Consultants make no representationsconcerning the accuracy of documents and are not responsible for any discrepancies between project
documents and the existing conditions.

Checker
-
1" = 40'

MILLS CROSSING
10179 FOLSOM BLVD,RANCHO CORDOVA, CA 95670
GRIFFIN l SWINNERTON
30911
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

As indicated

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

GENERAL PROJECT

INFORMATION
AD0.01
30911
Checker
Revision Date Submittal Date
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 Revision Date Submittal Date
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 AD2.00 SITE PLAN
Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 SITE FIRE ACCESS PLAN AD2.10 ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2431 of 2588 ends

ATTACHMENT 6
Exhibit A to the Resolution

Page 2432 of 2588 ends

ATTACHMENT 6
Exhibit A to the Resolution

Page 2433 of 2588 ends

1. GENERAL NOTES HERE...

1. LEGEND CONTENT HERE...
01 - FLOOR
0'-0"
02 - FLOOR
14'-0"
A1 A2 A3

05.19 05.18
01 - FLOOR
0'-0"
02 - FLOOR
14'-0"
AA BB

05.19 05.18
01 - FLOOR
0'-0"
02 - FLOOR
14'-0"
4 3 2

PAINTED STEEL FRAME TRELLIS

CANOPY WITH FABRIC SHADE
COVER 05.19

05.18 01 - FLOOR
0'-0"
02 - FLOOR
14'-0"
AA BB

05.18 05.19
01 - FLOOR
0'-0"
02 - FLOOR
14'-0"
A1 A2 A3

05.19 05.18
A1 A2 A3
AA
BB
A3-4.01
A3-4.01 13
17 A3-4.01
05 14
A3-4.01
06 A3-4.01
4'-6 3/8" 17'-9 1/2" 17'-9 1/2" 4'-6 3/8"
30'-0"
44'-7 3/4"
31'-11 11/32"
A1 A2 A3
AA
BB
A3-4.01
A3-4.01 13
17 A3-4.01
05 14
A3-4.01
06 A3-4.01
4'-6 3/8" 17'-9 1/2" 17'-9 1/2" 4'-6 3/8"
30'-0"
44'-7 3/4"
31'-11 11/32"

KEY PLAN
Revision Date
1 2 3

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date SD PROGRESS SET 04/18/2024 100% SD SET 05/09/2024 This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA,CA 95670
GRIFFIN | SWINERTON

ENLARGED TRELLIS

PLANS, ELEVATIONS,

SECTIONS
A3-4.01
30911
Checker

KEYNOTES

05.18 PRE-ENGINEERED METAL TRELLIS STRUCTURE

05.19 STANDING SEAM METAL PANEL ROOF CANOPY

GENERAL NOTES
LEGEND
1/8" = 1'-0"
SOUTH TRELLIS ELEVATION A3-4.01 17 1/8" = 1'-0"WEST TRELLIS ELEVATION A3-4.01 13 1/8" = 1'-0"NORTH TRELLIS ELEVATION A3-4.01 05 1/8" = 1'-0"
TRELLIS SECTION WEST A3-4.01 14 1/8" = 1'-0"TRELLIS SECTION SOUTH A3-4.01 06 1/8" = 1'-0"
01 - FLOOR A3-4.01 1
1/8" = 1'-0"
01 - TRELLIS ENLARGED ROOF PLAN A3-4.01 2
Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 AD3.02 ENTITLEMENT SUBMITTAL #4 02/10/2025 ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2434 of 2588 ends

PARKING
NO

PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
NO

PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
4x6
4x6
4x6
4x6
2x2
T.O. LOT 1 PV CANOPY
13'-6 1/2"
B.O. LOT 1 PV CANOPY
9'-0"
TYP.

26.06 TYP.

05.21 TYP.

03.01 PV08 PV07 PV06 PV05 PV04 PV03 PV02 PV01
T.O. LOT 1 PV CANOPY
13'-6 1/2"
B.O. LOT 1 PV CANOPY
9'-0"
TYP.

05.21 TYP.

26.06 TYP.

03.01 A1-0.31
09 A1-0.31 10
AD3.20
AD3.20
29'-5" 27'-0" 27'-0" 27'-0" 49'-7" 27'-0" 30'-6"
PV01 PV02 PV03 PV04 PV05 PV06 PV07 PV08
TYP.

03.01 CANOPY OVERHEAD

MASONRY WALL CONSTRUCTION
TOP OF ROOF ELEVATION T.O.R
TYP.
? KEYNOTE
TOP OF CURB ELEVATION T.O.C.

BOTTOM OF CURB ELEVATION B.O.C.

ART WALL
A1-0.31
09 A1-0.31 10
AD3.20
AD3.20
PV01 PV02 PV03 PV04 PV05 PV06 PV07 PV08
29'-5" 27'-0" 27'-0" 27'-0" 49'-7" 27'-0" 30'-6"
221'-8"
40'-6"
TYP.

26.06 Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
PARKING LOT 1 PV
CANOPY
AD3.20
30911
Checker

KEYNOTES

03.01 2' ROUND CONCRETE BASE

05.21 HSS TUBE STEEL PHOTO-VOLTAIC CANOPY W/ HIGH PERFORMANCE

PVDF COATING

26.06 HIGH EFFICIENCY PHOTOVOLTAIC SOLAR PANELS
LEGEND

GENERAL NOTES
1/8" = 1'-0"
LOT 1 PV CANOPY WEST ELEVATION AD3.20 10
1/8" = 1'-0"
LOT 1 PV CANOPY NORTH ELEVATION AD3.20 09
1/8" = 1'-0"
LOT 1 PV CANOPY FLOOR PLAN AD3.20 01
1/8" = 1'-0"
LOT 1 PV CANOPY ROOF PLAN AD3.20 02
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2435 of 2588 ends

1 D
234568
CBA
79 10 11

POTENTIAL FUTURE TENANT DEMISING WALL

JANITOR
/ STOR
107

POTENTIAL FUTURE

TENANT DEMISING WALL
ELEC
108
RR
106
ELEV
112
FIRE
RISER
ROOM
110
STAIR 2
111
ELEV 1
102
STAIR 1
101
LOBBY
103
LOBBY
113
IDF
109
RR
105

WELLNESS
TENANT
(TI BY

OTHERS)
104
1'-6 3/8" 15'-0" 30'-0" 30'-0" 30'-0" 15'-0" 30'-0" 30'-0" 30'-0" 30'-0" 15'-0" 2'-3 3/8" 258'-9 3/4"
2'-9 1/8" 32'-6" 7'-6" 25'-0" 2'-9"
70'-6 1/8"
1 D
234568
CBA
79 10 11
RR
204
RR
205
ELEC
207

JANITOR
/ STOR
206
STAIR 2
211
IDF
208

CONTROL
CLOSET
203
ELEV 2
212
ELEV 1
202
STAIR 1
201

CONTROL
CLOSET
210
OFFICE
TENANT
(TI BY

OTHERS)
213
15'-0" 30'-0" 30'-0" 30'-0" 15'-0" 30'-0" 30'-0" 30'-0" 30'-0" 15'-0" 2'-3 3/8" 258'-9 7/8"
70'-6 1/8"
2'-9 1/8" 32'-6" 7'-6" 25'-0" 2'-9"0'-0 1/8" 2'-9 1/8"
70'-6 1/4"
1 D
234568
CBA
79 10 11
PV PANELS 4,961 SF
320 SF
STAIR 1
301
80 SF
ELEV 1
302
2'-6 3/8" 15'-0" 30'-0" 30'-0" 30'-0" 15'-0" 30'-0" 30'-0" 30'-0" 30'-0" 15'-0" 2'-3 3/8" 259'-9 3/4"
2'-9 1/8"
32'-6" 7'-6" 25'-0" 2'-9"
70'-6 1/4"

KEY PLAN
Revision Date
1 2
3 NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
BUILDING 01 FLOOR
PLANS
AD4.00
30911
Checker
1/16" = 1'-0"
02 / A1-3.01
LEVEL 01 FLOOR PLAN 01 N

PROJECT NORTH
1/16" = 1'-0"
02 / A1-3.01
LEVEL 02 FLOOR PLAN 02
1/16" = 1'-0"
02 / A1-3.01
BUILDING ROOF PLAN 03 N

PROJECT NORTH N

PROJECT NORTH
Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 1 D
234568
CBA
79 10 11
PV PANELS 4,961 SF
STAIR 1
301
ELEV 1
302
2'-6 3/8" 15'-0" 30'-0" 30'-0" 30'-0" 15'-0" 30'-0" 30'-0" 30'-0" 30'-0" 15'-0" 2'-3 3/8" 259'-9 3/4"
2'-9 1/8"
32'-6" 7'-6" 25'-0"
70'-6 1/4"
1/16" = 1'-0"
02 / A1-3.01
BUILDING ROOF PLAN 03 N

PROJECT NORTH
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2436 of 2588 ends

Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 AD4.10 ENTITLEMENT SUBMITTAL #4 02/10/2025

ALL MURALS DEPICTED ARE
CONCEPTUAL. FINAL MURAL

CONTENT WILL BE DETERMINED BY

CITY ART SELECTION PROCESS
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2437 of 2588 ends

KEY PLAN
Revision Date
1 2
3 NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Developed for
Checked ByScaleJob Number
Submittal Date
SD PROGRESS SET 04/18/2024
This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.

MILLS CROSSING
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
BUILDING 01

RENDERINGS
AD4.10
30911Checker

VIEW FROM FOLSOM CORNER

VIEW FROM PARKING LOT

VIEW FROM FOLSOM
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/10/2024 Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

Page 2438 of 2588 ends

BCDEF
234
GA

ELEVATOR
104

TICKETS
102

OFFICE /
FIRST
AID
103
??
FLEX
STUDIO
108

DRESSING
118 GREEN
RM
122
FLEX

THEATER
STAGE
130
24'-5" 30'-0" 30'-0" 30'-0" 30'-0" 26'-0" 1'-5 7/8"
FIRE

CONTROL
117
STAIR 2
112
SLL
129
PIANO

STORAGE
126
STAGE

STORAGE
128

LIGHTING
/ SOUND

STORAGE
125
SLL
123

STORAGE
133

DRESSING
121
IDF
113

STORAGE
111
ELEC.
116

BACKSTAGE
OFFICE
124
SCENE
DOCK
115

CUSTODIAL
114

LOADING
PATH
??
MENS
RR
106
FAMILY
RR
105
6'-1"
FLEX
STUDIO
109

LOBBY /

PREFUNCTION
SPACE
101
1'-5 7/8" 30'-0" 30'-0" 37'-0" 1'-6"

LAUNDRY
127

CORRIDOR
136

HALLWAY
101B

CORRIDOR
137

CORRIDOR
138
SLL
132
FLEX

THEATER
PIT
140
STAIR 1
140
FLEX

THEATRE

AUDIENCE
139
SLL
143
1 99'-11 7/8"
WOMENS
RR
107
BCDEF
234
GA
SLL
220

CONTROL
ROOM
219
FLEX
STUDIO
207 A

STORAGE
208
FLEX

THEATER

BALCONY

SEATING
217
EXT

MECHANICAL
WELL
216
OFFICE
202
STAIR 2
212
FLEX
STUDIO
207 B
SOUND
210
IDF
209
DIMMER
214
ELEV
203
WOMENS
206
FAMILY

RESTROOM
204

CUSTODIAL
211
MENS
RR
205

STORAGE
213
SLL
218

OPEN TO BELOW
STOR
215
24'-5" 30'-0" 30'-0" 30'-0" 30'-0" 26'-0"

CORRIDOR
221

CORRIDOR
222

HALLWAY
201B
STAIR 1
240

GALLERY
201
1 173'-7 1/4"
1'-9 7/8" 30'-0" 30'-0" 37'-0" 1'-10"
100'-7 7/8"
BCDEF
234
GA
1 24'-5" 30'-0" 30'-0" 30'-0" 30'-0" 26'-0"
1'-9 7/8" 30'-0" 30'-0" 37'-0" 1'-10"
100'-7 7/8"
174'-0 1/2"

KEY PLAN
Revision Date
1 2
3 NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc. MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
BUILDING 02 FLOOR
PLANS
AD5.00
30911
Checker
1/16" = 1'-0"
LEVEL 01 FLOOR PLAN AD5.00 01 N

PROJECT NORTH
1/16" = 1'-0"
LEVEL 02 FLOOR PLAN AD5.00 02 1/16" = 1'-0"ROOF LEVEL PLAN AD5.00 03 N

PROJECT NORTH
N

Page 2439 of 2588 ends

Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 ENTITLEMENT SUBMITTAL #4 02/10/2025 ALL MURALS DEPICTED ARE CONCEPTUAL. FINAL MURAL CONTENT WILL BE DETERMINED BY CITY ART SELECTION PROCESS ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

Page 2440 of 2588 ends

ATTACHMENT 6
Exhibit A to the Resolution

Page 2441 of 2588 ends

Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 ENTITLEMENT SUBMITTAL #4 02/10/2025 ALL MURALS DEPICTED ARE CONCEPTUAL. FINAL MURAL CONTENT WILL BE DETERMINED BY CITY ART SELECTION PROCESS ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

Page 2442 of 2588 ends

PLASTER

BASE COLOR

PLASTERS
METALS

GLAZING

PLASTER

ACCENT COLOR

METAL PANEL

BASE COLOR

METAL PANEL

ACCENT COLOR

METAL PANEL
COLOR ACCENTS (COLOR:TBD)

ART WALL - PLASTER BASE
ALUMINUM LOUVERS w/

WOOD LOOK FINISH

INSULATED METAL PANEL

STANDING SEAM FINISH

GLASS - NEUTRAL TINT

HIGH PERFORMANCE LOW-E

KINGSPAN TRANSLUCENT

WALL SYSTEM
METAL

HIGH PERFORMANCE PVDF

COATING

METAL PANEL

CORRUGATED METAL FINISH

METAL LOUVER SCREEN
P1
P1
M1 M3
M1
M1
M1
M2
M2
GL
GL
GLT
GLT M3
M3
M
M
M
M
M4
M4
M5
M5
M6
P2
P2
A1
A1 M6
P1
M1 M2
GL
GL
GLT
GL
M M5
P2
A1
M5
M7
M7
M7
Revision Date Submittal Date
SD PROGRESS SET 04/18/2024
ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 AD7.00

MATERIAL BOARD
ENTITLEMENT SUBMITTAL #4 02/10/2025

ALL MURALS DEPICTED ARE
CONCEPTUAL. FINAL MURAL

CONTENT WILL BE DETERMINED BY

CITY ART SELECTION PROCESS
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2443 of 2588 ends

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIORS

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
MILLS CROSSING Irvine, California 92617
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
AD0.00

COVER SHEET

ENTITLEMENT SUBMITTAL
08/23/24

LANDSCAPE PACKAGE
12/10/24 12/19/24
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2444 of 2588 ends

+6" 0"
___________________ ??
????
?
_______________________ ?
ALIGN
??
?

SECTION TAG
GRIDS

EXTERIOR ELEVATIONS

TOP OR BOTTOM ELEVATION
ALIGN

MATERIAL TRANSITION

ELEVATION TRANSITION

BREAK LINE

CENTERLINE

KEYNOTE TAG

ELEVATION MARK

REVISION CLOUD & TAG

DETAIL BUBBLE & TAG
NORTH

DRAWING
NORTH

PROJECT NORTH ARROW

DIRECTION

DRAWING NUMBER

SHEET NUMBER

GRID VALUE

DIRECTION

DRAWING NUMBER

SHEET NUMBER

ELEVATION VALUE

LEVEL NAME

PROJECT NORTH

TRUE NORTH

DRAWING
NUMBER
SHEET
NUMBER

MATCH LINE SEE
-
/---

MATCHLINE REFERENCE

DRAWING NUMBER
SHEET
NUMBER
?
WALL TAG | WAL-1
STAIR TAG | PAV-1
GROUNDCOVER (FLOOR) TAG | MIX-1
HARDSCAPE (FLOOR) TAG | PAV-1 ?
? ?

PLANTING TAG

BOX SIZE

GENUS AND SPECIES
??
GATE TAG | G-1
FURNISHING TAG | SF-1
RAILING TAG | HR-1
FENCE TAG | FE-1 ?
SF-101
G-101
F-101
P-101 W?-1 R-101 ?
MIX?-1
00 ARCHITECT
NAME: LPA, INC.

ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CITY, STATE, ZIP: IRVINE, CA 92617
TEL: (949) 701-4046
CONTACT: JEREMY HART
E-MAIL: [email protected]

LANDSCAPE ARCHITECT
NAME: RIOS
ADDRESS: 3101 W. EXPOSITION PL
CITY, STATE, ZIP: LOS ANGELES, CA 90018
TEL: (323) 785-1800
FAX: (323) 785-1801
CONTACT: NATE CORMIER
E-MAIL: [email protected]

PROJECT MANAGER
NAME: GRIFFIN STRUCTURES, INC.

ADDRESS: 2 TECHNOLOGY
CITY, STATE, ZIP: IRVINE, CA 92618
TEL: (949) 497-9000
FAX: (949) 637-2607
CONTACTS: DERYL ROBINSON
E-MAIL: [email protected]

CONSTRUCTION MANAGER
NAME: SWINERTON BUILDERS
ADDRESS: 15 BUSINESS PARK WAY SUITE 101
CITY, STATE, ZIP: SACRAMENTO, CA 95828
TEL: (916) 383-4825
CONTACTS:

E-MAIL:

CIVIL ENGINEER
NAME: LPA, INC.

ADDRESS: 431 I ST #107
CITY, STATE, ZIP: SACRAMENTO, CA 95814
TEL: (916) 287-2347
CONTACT: PHILIP HERZER
E-MAIL: [email protected]

GEOTECHNICAL ENGINEER
NAME: LEIGHTON GROUP
ADDRESS: 2600 MICHELSON DRIVE, SUITE 400
CITY, STATE, ZIP: IRVINE, CA 92612
TEL: (949) 681-4257
CONTACT: JEFF PFLUEGER
E-MAIL: [email protected]

STRUCTURAL ENGINEER
NAME: LPA, INC.

ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CITY, STATE, ZIP: IRVINE, CA 92617
TEL: (949) 769-6209
CONTACTS: JOHN WILSON
E-MAIL: [email protected]

MECHANICAL ENGINEER
NAME: LPA, INC.

ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CITY, STATE, ZIP: IRVINE, CA 92617
TEL: (949) 701-4349
CONTACTS: ERICK PULIDO
E-MAIL: [email protected]
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
Developed for
Checked By
Scale
Job Number Submittal Date ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/10/2024 ENTITLEMENT SUBMITTAL #4 02/10/2025
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the
project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

COVER SHEET
L0.00
30911
Checker

PROJECT TEAM PROJECT DATA

ABBREVIATIONS SYMBOLS

SHEET INDEX

MILLS CROSSING
10-ACRE MIXED-USE TRANSIT-ORIENTED DEVELOPMENT WITH APPROX. 2

ACRES OF OPEN SPACE / LANDSCAPE
PROJECT NAME:

PROJECT DESCRIPTION:

NOT FOR CONSTRUCTION

MILLS CROSSING
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670

KEY TERM
# NUMBER & AND
(E) EXISTING
(N) NEW
15G GALLON SIZE - TREE
24" BOX SIZE - TREE
@ AT
A. ACRE
A.C. ASPHALTIC CONCRETE
A.D. AREA DRAIN
A.F.F. ABOVE FINISH FLOOR

A/C AIR CONDITIONING
ADJ. ADJUSTABLE or ADJACENT
AGG. AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC
B.S. BOTTOM OF STEP
B.T. BROWN TRUNK
B.W. BOTTOM OF WALL

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BTWN BETWEEN

BYD BEYOND
C.A.B. COMPOSITE AGGREGATE BASE
C.B. CATCH BASING
C.F. CUBIC FOOT
C.I.P. CAST IN PLACE
C.J. COLD JOINT
C.L. CENTER LINE

CAB CABINET

CEM CEMENT(ITOUS)

CLG CEILING

CLO CLOSET

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

SHEET LIST LANDSCAPE
SHEET
NO. SHEET NAME ENTITLEMENT RESUBMITTAL 08/23/2024 ENTITLEMENT RESUBMITTAL 12/19/2024 ENTITLEMENT RESUBMITTAL 02/10/2025 L0.00 COVER SHEET•••
L1.10 ILLUSTRATIVE PLAN•••
L1.11 OVERALL SITE PLAN•••
L2.10 OVERALL HARDSCAPE PLAN AND SCHEDULE•••
L3.00 SIDEWALK SECTIONS•••
L3.01 SIDEWALK SECTIONS•••
L4.20 SITE ELEVATIONS•••
L5.10 PAVING AND EDGE DETAILS•••
L6.00 IRRIGATION LEGEND AND NOTES••
L6.10 IRRIGATION OVERALL PLAN••
L7.00 PLANTING NOTES AND SCHEDULES•••
L7.01 HYDROZONE PLAN•••
L7.10 PLANTING PLAN•••
L8.10 PEDESTRIAN PLAN•••
L8.11 PEDESTRIAN PLAN SPECIFICATIONS•••

KEY TERM

CONC CONCRETE

COND CONDITION

CONST CONSTRUCTION

CONT CONTINUOUS

CTR CENTER

CTSK COUNTERSINK
D.D. DECK DRAIN

DBL DOUBKLE

DIAM DIAMETER

DIM DIMENSION

DIVS DIVISIONS

DN DOWN

DRWR DRAWER

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING E EAST
E.J. EXPANSION JOINT

EA EACH

EL ELEVATION

ELEC ELECTRIC(AL)
ENG. ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EXP EXPANSION

EXT EXTERIOR
F.F. FINISH FLOOR
F.F.E. FINISH FLOOR ELEVATION
F.G. FINISH GRADE
F.H. FIRE HYDRANT
F.O.S. FACE OF STUD
F.O.W. FACE OF WALL
F.R. FIRE RATED
F.S. FINISH SURFACE

FDN FOUNDATION

FIN FINISH

FLR FLOOR

FR FRAME
FT FEET or FOOT

FTG FOOTING

KEY TERM

GA GAUGE

GAL GALLON

GALV GALVANIZED

GL GLASS

GRD GROUND

GYP GYPSUM H HIGH
H.B. HOSE BIB
H.P. HIGH PERFORMANCE

HDR HEADER

HDWR HARDWARE

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING VENTILATING & AIR

CONDITIONING
I.D. INSIDE DIAMETER
I.E. INVERT ELEVATION
INT. INTEGRAL

INV INVERT
J.BOX JUNCTION BOX

JTL LENGTH
L.A. LANDSCAPE ARCHITECT
L.P. LOW POINT

LAM LAMINATE(D)

LAV LAVATORY
M.B. MACHINE BOLT
M.E. MECHANICAL ENGINEER
M.H. MAN HOLE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL
MED. MEDIUM

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

MULTI MULTI-TRUNK N NORTH
N.I.C. NOT IN CONTRACT

KEY TERM
N.T.S. NOT TO SCALE

N/A NOT APPLICABLE

NO NUMBER
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.F.D. OVER FLOW DRAIN
O.H. OVER HEAD

O/ OVER

OBS OBSCURED

OPER OPER(ATION)(ABLE)

OPNG OPENING

OPP OPPOSITE

P-LAM PLASTIC LAMINATE
P.A. PLANTING AREA
P.C.C. PRECAST CONCRETE
P.I.P. POURED IN PLACE
P.L. PROPERTY LINE
P.O.C. POINT OF CONNECTION
P.S.I. POUNDS PER SQUARE INCH

PERF PERFORATED

PLAS PLASTER

PLYWD PLYWOOD

PROJ PROJECT

PT(D) PAINT(ED)

PVC POLYVINYL CHLORIDE R RADIUS
R.O. ROUGH OPENING

RCP REFLECTED CEILING PLAN

REBAR REINFORCING BAR

REF REFER(ENCE)

REQ(D) REQUIRED

RM ROOM

RWD REDWOOD S SOUTH
S.E.R. SOIL ENGINEER'S REPORT
S.F. SQUARE FEET or FOOT
S.L. SCORE LINE

SCHED SCHEDULE

SCW SOLID CORE WOOD

SECT SECTION

SGL SINGLE

KEY TERM

SHT SHEET

SIM SIMILAR

SPAC SPACE(SPACING)

SPEC SPECIFICATION

SQ SQUARE
ST.STL STAINLESS STEEL

STL STEEL

STN STAIN(ED)

STOR STORAGE

STRUCT STURCTUR(E)(AL)

SUSP SUSPENDED

SYM SYMMETRICAL

T&G TONGUE AND GROOVE T TREAD
T.C. TOP OF CURB
T.D.D. TOP OF DECK DRAIN
T.O. TOP OF
T.P. TOP OF PAVING
T.S. TOP OF STAIRS
T.W. TOP OF WALL

TBD TO BE DETERMINED

TEMP TEMPERED

TERM TERMINATION

THK THICK

THRES THRESHOLD

TYP TYPICAL
U.B.C. UNIFORM BUILDING CODE
U.N.O. UNLESS OTHERWISE NOTED
V.I.F. VERIFY IN FIELD

VCT VINYL COMPOSITE TILE

VEN VENEER

VERT VERTICAL
W WEST or WIDTH
W.C. WATER CLOSET
W.H. WATER HEATER
W.P. WATER PROOFING

W/ WITH

W/O WITHOUT

WD WOOD
S
CA
Co
r
m
i
Signalllre
7/31/2
5 Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2445 of 2588 ends

Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.
916-287-1001 Office MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

ILLUSTRATIVE PLAN
L1.10
30911
Checker

VIEW OF PROJECT GREEN FROM SOUTH ENTRANCE
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2446 of 2588 ends

4x6 2x2 4x6
HP-3.1 HP-3.2
VRF-3.1
R-1 REFRIGERATION UNIT
CU-3.1
T

PROJECT GREEN
BUILDING 1
BUILDING 2 PLAZA BUILDING 3
FOLSOM BLVD.

LA LOMA DR.

STREET A

STREET D

STREET E

STREET CSTREET B

TREE PROTECTION ZONE

PV CANOPY
PARKING LOT #2
PARKING LOT #1
PARKING LOT #3

QUERCUS DOUGLASSII (BLUE OAK)
45" DBH
27' CANOPY RADIUS
RATING: 3 (FAIR-MINOR STRUCTURE OR HEALTH PROBLEMS)/2(MAJOR STRUCTURE OR HEALTH

PROBLEMS)
RECOMMENDATIONS (07/02/2024):
-ROOT COLLAR EXCAVATION TO REMOVE THE SOIL AROUND THE ROOT COLLAR TO ALLOW THE

INSPECTION OF THE BUTTRESS/SUPPORTING ROOTS -AERIAL INSPECTION TO INVESTIGATE THE AERIAL

CAVITIES AND DETERMINE IF THE TREE MAY BE PRUNED TO REDUCE ANY RISK TO AN ACCEPTABLE LEVEL WITH ACTIVITY UNDERNEATH THE TREE.

ART INSTALLATION BY OTHERS
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

OVERALL SITE PLAN
L1.11
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1" = 30'-0"
0 FEET
NORTH

DRAWING
NORTH
1" = 30'-0"
OVERALL SITE PLAN 1
SCA
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Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2447 of 2588 ends

U.C.

Refr.

U.C.

Refr.

S
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4x6 2x2 4x6
HP-3.1 HP-3.2
VRF-3.1
R-1 REFRIGERATION UNIT
CU-3.1
4x6
4x6
4x6
4x6
2x2
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3 PROJECT GREEN
PARKING LOT #2
1 L3.00
_______________________
3 L3.00
_______________________ 2
L3.00
_______________________
BUILDING 1
BUILDING 2 PLAZA BUILDING 3
P-105
P-102
P-102
P-105
P-105
P-107
P-102
P-107
P-105
P-102
2 L3.01
_______________________
1 L3.01
_______________________
PARKING LOT #1
PARKING LOT #3
1 L4.20
_______________________

ART INSTALLATION BY OTHERS
P-105
P-105
P-102
P-102
P-102
P-102
1 L3.00
_______________________
3 L3.00
_______________________ 2
L3.00
_______________________
P-101
P-105
P-105
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

OVERALL HARDSCAPE

PLAN AND SCHEDULE
L2.10
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1" = 30'-0"
OVERALL HARDSCAPE PLAN 1

PAVING SCHEDULE

KEY DESCRIPTION DETAIL MANUFACTURER NOTES COLOR FINISH
P-101 CIP CONCRETE PAVING 1/L5.10 FINISH TO BE DETERMINED TBD TBD P-102 ASPHALT PAVING
P-105 2/L5.10 LOCAL SOURCE TBD
P-107 CONCRETE PAVERS 3/L5.10 MATCH EXISTING ON FOLSOM BLVD 30 60
1" = 30'-0"
0 FEET
NORTH

DRAWING
NORTH

PAINTED CROSSING MURAL

COLORED CONCRETE
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ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2448 of 2588 ends

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TOP OF SLOPE

SLOPE SETBACK
5'

SIDEYARD SETBACK

PER FOLSOM SP (FB-RMU)

STREET/CORNER LOT
10'
HP-3.1 HP-3.2
VRF-3.1
R -1 R E F R I GE R A T I O N U N I T
CU-3.1
4x6
4x6
4x6
4x6
2x2
T

LED LED LED LED LED LED LED

LED LED LED LED LED LED LED
ZB1
ZB1
ZN6
ZN4 ZN4 ZN4 ZN4
ZN1
ZN2
ZN2
ZN4 ZN4
ZN7 ZN2
ZN2
ZN2
ZN2
ZN3
ZN1
ZN2
ZN2 ZN2 ZN2
ZN7
ZN3 ZN3 ZN3 ZN3 ZN3 ZN3
ZN7
ZN7
ZN7
ZN6 ZN6 ZN6
ZN4
ZN3
ZN3 (E) ZN3 (E) ZN5 (E) ZN3 (E) (E)
ZN3
ZN3
ZN3
ZN4 ZN4
ZN4 ZN4
ZF1-P ZF1
ZN3
ZN3
(TYP)
(TYP)
(TYP)
(TYP)
(TYP) (TYP)
1 L3.00
_______________________
3 L3.00
2 _______________________
L3.00
_______________________
FOLSOM BLVD.

LA LOMA DR.
1 L3.00
_______________________
3 L3.00
2 _______________________
L3.00
_______________________
BUILDING 1 UNIT PAVERS CENTRAL MEDIAN
4' - 0" 7' - 0" 6' - 6" 2' - 6" 4' - 0" 23' - 0"

PLANTING AREA SIDEWALK BIKE LANE VEHICULAR LANES
3' - 0"

PROPERTY LINE
10' - 0" PGE EASEMENT
10' - 0" MAX SETBACK

SIDEWALK

UNIT PAVERS (EXISTING

STREET TREES IN

BACKGROUND)

PEDESTRIAN PLAZA BIKE LANE VEHICULAR LANE CENTRAL MEDIAN PROPERTY LINE 10' - 0" PGE EASEMENT
2' - 6" 4' - 0" 23' - 4"
10' - 0" MAX SETBACK
BUILDING 3
7' - 6" 7' - 0" 6' - 6"

PLANTING AREA
12' - 0"

PLANTING AREA
2' - 11"

PEDESTRIAN PLAZA SIDEWALK UNIT PAVERS BIKE LANE VEHICULAR LANE CENTRAL MEDIAN

PROPERTY LINE
2' - 6" 4' - 0" 23' - 0"
10' - 0" PGE EASEMENT
10' - 0" MAX SETBACK
BUILDING 2
7' - 6" 7' - 0" 6' - 6"

PLANTING AREA
13' - 0"
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

SIDEWALK SECTIONS
L3.00
30911
Checker
1" = 100'-0"

KEY PLAN
4 1/4" = 1'-0"
FOLSOM BOULEVARD SIDEWALK SECTION AT BUILDING 1 1
1/4" = 1'-0"
FOLSOM BOULEVARD SIDEWALK SECTION AT BUILDING 3 3
1/4" = 1'-0"
FOLSOM BOULEVARD SIDEWALK SECTION AT BUILDING 2 2
2 4 6 8 10
1/4" = 1'-0"
0 FEET
2 4 6 8 10
1/4" = 1'-0"
0 FEET
2 4 6 8 10
1/4" = 1'-0"
0 FEET
SCA
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Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2449 of 2588 ends

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5'

SIDEYARD SETBACK

PER FOLSOM SP (FB-RMU)

STREET/CORNER LOT
10'
HP-3.1 HP-3.2
VRF-3.1
R -1 R E F R I GE R A T I O N U N I T
CU-3.1
4x6
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LED LED LED LED LED LED LED

SIDEWALK
7' - 0"
TOP OF CURB 77.6'

75.1' MAX. 3:1 SLOPE
+
+

PLANTING BUFFER
12' - 0" MAX

VEHICULAR LANE PARKING
-

PROPERTY LINE
3" MULCH IN PLANTING AREAS (TYP.)

BIKE LANE
4' - 0" 2' - 6"
10' - 0" MAX SETBACK20' - 0" MAX SETBACK
PLANTING AREA BUILDING 1
6' - 6"

PROPERTY LINE
2' - 6"

BIKE LANE
4' - 0"

VEHICULAR LANE
10'-0" MIN SETBACK20'-0" MIN SETBACK
4' - 0"

SIDEWALK
9' - 0"
FOLSOM BLVD.

LA LOMA DR.
2 L3.01
_______________________
1 L3.01
_______________________
1 L3.00
_______________________
3 L3.00
2 _______________________
L3.00
_______________________
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

SIDEWALK SECTIONS
L3.01
30911
Checker
1/2" = 1'-0"
LA LOMA SIDEWALK SECTION AT PARKING 2
1/2" = 1'-0"
LA LOMA SIDEWALK SECTION AT BUILDING 1 1
1 2 3 4 5
1/2" = 1'-0"
0 FEET
1 2 3 4 5
1/2" = 1'-0"
0 FEET
SCA
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Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2450 of 2588 ends

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4x6 2x2 4x6

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SLOPE SETBACK
5'

SIDEYARD SETBACK

PER FOLSOM SP (FB-RMU)

STREET/CORNER LOT
10'
HP-3.1 HP-3.2
VRF-3.1
R -1 R E F R I GE R A T I O N U N I TCU-3.1
4x6
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4x6
4x6
2x2
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LED LED LED LED LED LED LED

74.50'

TOP OF WALL

BEGINNING OF WALL BEND

CONCRETE RETAINING WALL, FINISH TO BE DETERMINED
LANDSCAPE STRIP (1.5' WIDE)
+71.00'

BOTTOM OF WALL
+76.50'

BOTTOM OF WALL

SIDEWALK
+70.50'

FS (SIDEWALK)
3' - 6"
MAX.
+76.00'

FS (BOTTOM OF SIDEWALK)
FOLSOM BLVD.

LA LOMA DR.
1 L4.20
_______________________
1 L3.00
_______________________
3 L3.00
2 _______________________
L3.00
_______________________
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

SITE ELEVATIONS
L4.20
30911
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STREET A - SOUTH RETAINING WALL ELEVATION 1
2 4 6 8 10
1/4" = 1'-0"
0 FEET
SCA
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7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2451 of 2588 ends

COMPACTED SUBGRADE PER GEOTECH. REPORT
6" COMPACTED AGGREGATE BASE

WRAPPED IN NON-WOVEN FILTER FABRIC
NOTES:

1. REFER TO HARDSCAPE SCHEDULE AND SPECIFICATONS FOR MATERIAL REQUIREMENTS.

2. SEE CIVIL DWGS. FOR FINISH GRADING AND DRAINAGE.

3. 4.

WEATHERING STEEL EDGING FIXED WITH

STEEL EDGING STAKES PLANTING AREA PER PLAN
3" MULCH
1"
1'-0" TYP
6"
MIN.
1'-0" TYP

TO BE CONFIRMED

WITH CIVIL AND
GEOTECH. REPORT
1'-0" TYP TO BE

CONFIRMED WITH

CIVIL AND
GEOTECH. REPORT SECTION @ CONTROL JOINT
SEE NOTE 3
NOTE:

1. ALIGN JOINTS AND SCORE LINES WITH CORNERS OF SITE FEATURES. WHEN NOT FEASIBLE, OFFSET THE ALIGNMENT AT LEAST 6".

2. REFER TO CIVIL DRAWINGS FOR FINISH GRADES UNLESS NOTED OTHERWISE.

3. PROVIDE 4" SLABS AT PEDESTRIAN AREAS AND 6" SLABS AT VEHICULAR AREAS.TO BE CONFIRMED WITH CIVIL AND GEOTECH. REPORT

4. PROVIDE 1/4" RADIUS AT SLAB EDGES
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SECTION @ PLANTING EDGE
THICKENED EDGE, 1.5X SLAB

THICKNESS TO BE CONFIRMED WITH
CIVIL AND GEOTECH. REPORT

MATCH SLAB

THICKNESSTO BE

CONFIRMED WITH

CIVIL AND
GEOTECH.

REPORT

MATCH SLAB

THICKNESS TO BE

CONFIRMED WITH CIVIL
AND GEOTECH. REPORT
SECTION @ ISOLATION JOINT

MATCH SLAB

THICKNESS TO BE

CONFIRMED WITH CIVIL
AND GEOTECH. REPORT

JOINT ALIGNMENT - OFFSET JOINTS
SECTION @ CONSTRUCTION JOINT

MATCH SLAB

THICKNESS

TO BE CONFIRMED

WITH CIVIL AND
GEOTECH. REPORT

JOINT ALIGNMENT - ALIGNED JOINTS

JOINT / SCORE LINE

EXPANSION JOINT / EDGE

OF SITE FEATURE

JOINT / SCORE LINE

EXPANSION JOINT / EDGE

OF SITE FEATURE
CIP CONC. PAVING, SEE PLAN

FOR FINISH
#4 BAR EACH WAY @ 16" O.C. TO BE CONFIRMED
WITH CIVIL AND GEOTECH. REPORT
1/4" ISOLATION JOINT WITH
SEALANT, TYP.
1/2"∅ DOWEL, COORDINATE

LOCATION WITH BAR SCHEDULE

COMPACTED AGGREGATE BASE

PER CIVIL DWGS

COMPACTED SUBGRADE PER
GEOTECH. REPORT
CIP CONC. PAVING, SEE PLAN

FOR FINISH
#4 BAR EACH WAY @ 16" O.C. TO

BE CONFIRMED WITH CIVIL AND
GEOTECH. REPORT

WALL, CURB, EXISTING OR UNLIKE MATERIAL
1/4" ISOLATION JOINT WITH SEALANT, TYP.

COMPACTED AGGREGATE BASE

PER CIVIL DWGS

COMPACTED SUBGRADE PER
GEOTECH. REPORT

COMPACTED AGGREGATE BASE

PER CIVIL DWGS

COMPACTED SUBGRADE PER
GEOTECH. REPORT
CIP CONC. PAVING, SEE PLAN

FOR FINISH
#4 BAR EACH WAY @ 16" O.C. TO BE CONFIRMED
WITH CIVIL AND GEOTECH. REPORT
1/8" SAWCUT JOINT. DEPTH TO BE
1/4 SLAB THICKNESS, TYP.

CIP CONC. PAVING, SEE

PLAN FOR FINISH
#4 BAR EACH WAY @ 16"
O.C.TO BE CONFIRMED WITH
CIVIL AND GEOTECH. REPORT

COMPACTED

AGGREGATE BASE PER

CIVIL DWGS

COMPACTED SUBGRADE
PER GEOTECH. REPORT
FINISH GRADE, 1" BELOW
F.S., TYP.

I
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

PAVING AND EDGE

DETAILS
L5.10
30911
Checker
1 1/2" = 1'-0"
SURFACING 2

NOT TO SCALE

CONCRETE PAVERS - FOLSOM STREETSCAPE TO MATCH EXISTING
3 NOT TO SCALE
PAINTED MURAL, TYP.
4 1 1/2" = 1'-0"
C.I.P. REGULAR CONRETE PAVING 1

NOT TO SCALE
TREE GRATE, TYP. TO MATCH EXISTING
5 COLORED CONCRETE
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Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2452 of 2588 ends

MODEL NO. / DESCRIPTION IRRIGATION MATERIAL LEGEND Q T H F SYMBOL MANUFACTURER FLOW RATE (GPM) PSI RADIUS DETAIL AS APPROVED AS APPROVED N/A GPH IRRIGATION PAIGE ELECTRIC LASCO P.O.C. WILKINS V.I.T. NDS (K.B.I.) V.I.T. LASCO AS APPROVED SUPERIOR AS APPROVED PR. RATE WELD-ON GPH IRRIGATION/ AS APPROVED NO SYMBOL NO SYMBOL NO SYMBOL RAIN BIRD NO SYMBOL HUNTER NO SYMBOL WILKINS HUNTER NO SYMBOL NO SYMBOL NO SYMBOL AS APPROVED NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL DESCRIPTION 10" ROUND BOXES STANDARD RECTANGULAR BOXES JUMBO RECTANGULAR BOXES VB-10RND VB-STD VB-JMB TURF AREAS (GREEN LIDS) VB-10RNDB (BOX) AND VB-10RNDBKL (LID) VB-STDB (BOX) AND VB-STDBKL (LID) VB-JMBB (BOX) AND VB-JMBBKL (LID) SHRUB AREAS (BLACK BOXES AND LIDS) NO SYMBOL RAIN BIRD NO SYMBOL PAIGE ELECTRIC D,E,F D,E,F D,E,F D,E,F E,G N/A HHHIJKLMNOOPON/A QQ,S RN/A N/A SN/A Q,R,T T .45, .59, .89, 1.78 .93, 1.23, 1.85, 3.70 .59, .79, 1.18, 2.37 303030 15 FT 12 FT RD-06-S-P30-F 6" POP-UP TURF HEAD WITH AN 10 SERIES HE-VAN ADJUSTABLE ARC NOZZLE 10 FT RD-06-S-P30-F 6" POP-UP TURF HEAD WITH AN 12 SERIES HE-VAN ADJUSTABLE ARC NOZZLE RD-06-S-P30-F 6" POP-UP TURF HEAD WITH AN 15 SERIES HE-VAN NOZZLE 303030 10 FT 12 FT 15 FT 30 RD-06-S-P30-F 6" POP-UP TURF HEAD WITH AN 8 SERIES HE-VAN ADJUSTABLE ARC NOZZLE .29, .39, .59, 1.17 30 8 FT 30 8 FT RD-12-S-P30-F 12" POP-UP SHRUB HEAD WITH 10 SERIES HE-VAN ADJUSTABLE ARC NOZZLE RD-12-S-P30-F 12" POP-UP SHRUB HEAD WITH 12 SERIES HE-VAN ADJUSTABLE ARC NOZZLE RD-12-S-P30-F 12" POP-UP SHRUB HEAD WITH 15 SERIES HE-VAN ADJUSTABLE ARC NOZZLE RD-12-S-P30-F 12" POP-UP SHRUB HEAD WITH 8 SERIES HE-VAN ADJUSTABLE ARC NOZZLE RAIN BIRD 2.03 IN./HR. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD 1.98 IN./HR. 1.83 IN./HR. 1.83 IN./HR. 5012-PL-(PC)-SAM-R 12" POP-UP SHRUB ROTOR WITH MPR-25 NOZZLES (RED) 454545 1.00, 1.38, 1.98, 3.82 1.40, 1.85, 2.96, 5.78 1.92, 2.46, 3.81, 7.58 35 FT 30 FT 25 FT 0.70 IN./HR. 0.70 IN./HR. 0.70 IN./HR. 454545 1.00, 1.38, 1.98, 3.82 1.40, 1.85, 2.96, 5.78 1.92, 2.46, 3.81, 7.58 35 FT 30 FT 25 FT 0.70 IN./HR. 5012-PL-(PC)-SAM-R 12" POP-UP SHRUB ROTOR WITH MPR-30 NOZZLES (GREEN) 5012-PL-(PC)-SAM-R 12" POP-UP SHRUB ROTOR WITH MPR-35 NOZZLES (BEIGE) 5006-PL-(PC)-SAM-R 6" POP-UP TURF ROTOR WITH MPR-25 NOZZLES (RED) 5006-PL-(PC)-SAM-R 6" POP-UP TURF ROTOR WITH MPR-30 NOZZLES (GREEN) 5006-PL-(PC)-SAM-R 6" POP-UP TURF ROTOR WITH MPR-35 NOZZLES (BEIGE) 0.70 IN./HR. 0.70 IN./HR. NO SYMBOL RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD NDS (K.B.I.) HUNTER .50 (1.00 TOTAL) 1.5 FT .29, .39, .59, 1.17 2.03 IN./HR. .59, .79, 1.18, 2.37 1.83 IN./HR. .45, .59, .89, 1.78 1.98 IN./HR. .93, 1.23, 1.85, 3.70 1.83 IN./HR. NETAFIM NETAFIM NETAFIM HUNTER 1.50 IN./HR. A,B AAAAAAAA HUNTER HUNTER NO SYMBOL RAIN BIRD SPRINKLER HEADS WITH 1/2" NPT INLETS SHALL BE INSTALLED WITH A SA-125050 POLY SWING JOINT AS PART OF THE ASSEMBLY A NO SYMBOL RAIN BIRD SUB-SURFACE DRIP TUBING AS DESCRIBED BELOW: 0.53 GPH / EMITTER 30 N/A 0.70 IN./HR. RD-06-S-P30-F 6" POP-UP BUBBLER HEAD WITH A HUNTER MSBN-50Q STREAM BUBBLER NOZZLE EACH SYMBOL REPRESENTS TWO (2) BUBBLER TO PROVIDE A TOTAL OF TWO (2) BUBBLERS PER TREE. PLACE THE BUBBLER HEADS SIX (6) INCHES FROM THE ROOT BALL OF THE TREE AND ON OPPOSITE SIDES OF TREE. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE. MPR-25/30/35 NOZZLES ARE NOT SUPPLIED AS STANDARD NOZZLES WITH THE RAIN BIRD 5000 SERIES ROTOR HEADS. THE CONTRACTOR MUST ORDER THESE NOZZLES SEPARATELY AS AN ADDITIONAL COMPONENT FOR THE ROTOR HEADS. ONLY THE COLOR CODED MPR SERIES NOZZLES SHALL BE ACCEPTABLE IN THE ROTOR HEADS. SPRINKLER HEADS WITH 3/4" NPT INLETS SHALL BE INSTALLED WITH A TSJ-12075 PVC SWING JOINT AS PART OF THE ASSEMBLY TLHCVXR5-12 SUBSURFACE DRIP TUBING (BROWN EXTERIOR COLOR WITH A COPPER OXIDE STRIPE) WITH 0.53 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH A CONTINUOUS EXTERIOR CUPRON STRIPE, COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI-SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 4" BELOW THE FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE LINES SHOWN ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS. CONNECTION BETWEEN HCVXR DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING TL DRIP LINE BARBED FITTINGS, SCH. 40 PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 1/2" SCH. 40 PVC THREADED 90° ELBOW, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A TL050MA 17mm BARB X 1/2" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 1/2" SCH. 40 PVC THREADED TEE FITTING, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) TL050MA 17mm BARB X 1/2" MIPT ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS. GDFN DRIP FLUSH / INDICATOR NOZZLE, ORANGE IN COLOR, INSTALLED ONTO A HUNTER ECO-ID-12 12" POP-UP INDICATOR HEAD. THE FLUSH NOZZLE SHALL BE CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. 2" POTABLE (DOMESTIC) DEDICATED IRRIGATION WATER METER WITH 2" SERVICE LINE. VERIFY SIZE, LOCATION AND PRESSURE IN FIELD. 975XLS, 2" R/P BACK FLOW PREVENTION DEVICE WITH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE 500XL-HLR 2" BRONZE, HIGH LOW RANGE (10-125 PSI) PRESSURE REGULATOR, WITH SINGLE UNION FIPT X FIPT CONNECTIONS, INSTALL PRESSURE REGULATOR ON THE DOWNSTREAM SIDE OF THE BACK FLOW DEVICE. SET WATER PRESSURE TO 10 PSI ABOVE DESIGN PRESSURE SHOWN ON POC NOTES. STRONG BOX SBBC-45SS "SMOOTH TOUCH" STAINLESS STEEL BACK FLOW DEVICE ENCLOSURE 3200-200 2" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE, ROUTE INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. FCT-200, 2" FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR VALVE BOX. VXX101N-SC XX" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. INSTALL INSIDE A 10" ROUND VALVE BOX. HQ-44-LRC 1" QUICK COUPLER VALVE WITH LOCKING VINYL COVER AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX. ICV-XX1G-FS-AS-ADJ PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1" AND 1 1/2" SIZES), SET PRS-D PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE (MEASURE PSI AT HEAD). INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. ICV-XX1G-FS PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1 1/2" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A RAIN BIRD LCRBY-100D DISC FILTER AND A SENNINGER 1" PMR-40-MF PRESSURE REGULATOR. FOR 1 1/2" DRCV'S INSTALL A RAIN BIRD LCRBY-150D DISC FILTER AND A SENNINGER 1 1/4" PMR-40-HF PRESSURE REGULATOR. USE A 1 1/2" SCH. 40 PVC THREADED COUPLING, A 1 1/2" X 1 1/4" PVC THREADED REDUCER BUSHING, AND A 1 1/4" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1 1/4" REGULATOR TO THE DOWNSTREAM SIDE OF THE 1 1/2" FILTER. INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. A2C-1200-P 12 STATION ACC2 CONTROLLER WITH SEVEN (7) A2M-600 6-STATION EXPANSION MODULES AND A A2C-LAN MODULE TO CREATE AN 54 STATION LAN INTERNET READY CONTROLLER. INSTALL CONTROLLER INSIDE A STAINLESS STEEL ENCLOSURE, SEE BELOW FOR TYPE. CONTRACTOR TO SUBSCRIBE TO HYDROWISE INTERNET BASED CENTRAL CONTROL AND WEATHER DATA DOWNLOAD SERVICES. THE CONTRACTOR TO REGISTER THE CONTROLLER SOFTWARE AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAM ADJUSTMENT. THE CONTRACTOR SHALL PROVIDE PROOF OF REGISTRATION AND PROGRAMMING TO THE OWNER. SB-16SS STRONGBOX STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY, PT-TRAY16-HUNICC2 ADAPTER, RGVRSS AND QP-16 "QUICK PAD". THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP AND THE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX. RAIN-CLIK WIRED RAIN SENSOR, MOUNT ON EXTERIOR WALL IN AN EXPOSED AREA, WIRE TO THE CONTROLLER. 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PVC PIPE 3/4" - 2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE PVC PIPE 2" - 3" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE P-68 LOW VOC "PURPLE PRIMER". SOLVENT CEMENT SHALL BE 705 LOW VOC, GRAY COLORED "MEDIUM BODIED" CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. ALL SOLVENT WELD MAINLINES ABOVE 2" IN SIZE SHALL HAVE CONCRETE THRUST BLOCKING INSTALLED AT ALL DIRECTIONAL CHANGES INCLUDING ELBOWS (45° AND 90°) AND TEES. MAINLINE PIPES UNDER 2" SIZE AND ALL LATERAL LINES DO NOT REQUIRE THRUST BLOCKING. 1" SCH. 40 PVC, GRAY ELECTRICAL CONDUIT FOR FLOW SENSOR / MASTER VALVE WIRES, PROVIDE PULL BOX AT A MAXIMUM OF 200 FEET ON CENTER FOR A 3 FOOT WIRE LOOP OR ANY SPLICES. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ALL VALVE BOXES SHALL BE VB SERIES, PLASTIC TYPE WITH OVERLAPPING LIDS. VALVE BOX BODIES SHALL BE BLACK IN COLOR. LIDS FOR BOXES IN TURF AREAS SHALL BE GREEN. LIDS FOR VALVE BOXES IN SHRUB AREAS SHALL BE BLACK. ALL BOXES SHALL BE SECURED WITH A RAIN BIRD VB-LOCK-H HEXAGON HEAD BOLT, WASHER AND CLIP. BOXES SHALL BE AS SHOWN BELOW: CCCCCCCCN/A N/A U MBREFFVC Revision Date
NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for
Checked By Scale Job Number
Submittal Date
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments ofservice. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. Theunauthorized disclosure and/or use of the project documents(including the creation of derivative works), may give rise toliability for copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give rise to therecovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.
© LPA, Inc. 916-287-1001 Office
ENTITLEMENT SUBMITTAL #1 05/09/2024
ENTITLEMENT SUBMITTAL #2 08/23/2024
ENTITLEMENT SUBMITTAL #3 12/10/2024 As indicated

MILLS CROSSING
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON IRRIGATION LEGEND & NOTES L6.0030911 Checker 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 15. THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE SERVICE PROVIDED TO THE PROJECT. FAILURE TO CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED, LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES. IRRIGATION NOTES I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE SIGNATURE: DATE: 02-06-25 ENTITLEMENT SUBMITTAL #4 02/10/2025
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

Page 2453 of 2588 ends

79 82
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83 83
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78 79 80 81 EE E S S S
D
D
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4x6 2x2 4x6 HP-3.1 HP-3.2 VRF-3.1
R-1 REFRIGERATION UNIT CU-3.1 4x6 4x6 4x6 4x6 2x2 LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED LED PROJECT GREEN BUILDING 2 BUILDING 3 PLAZA PV CANOPY PARKING LOT #2 PARKING LOT #1 PARKING LOT #3 ART INSTALLATION BY OTHERS M B V F C R E OVERHEAD IRRIGATION DRIP IRRIGATION Revision Date
NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ARCHITECTURE ENGINEERING INTERIOR DESIGN LANDSCAPE ARCHITECTURE PLANNING LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 Developed for
Checked By Scale Job Number
Submittal Date
This document and all other project documents, ideas,
aesthetics and designs incorporated therein are instruments ofservice. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. Theunauthorized disclosure and/or use of the project documents(including the creation of derivative works), may give rise toliability for copyright infringement, unlawful disclosure, use ormisappropriation of property rights held by LPA. Theunauthorized use of the project documents will give rise to therecovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable. Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.
© LPA, Inc. 916-287-1001 Office
ENTITLEMENT SUBMITTAL #1 05/09/2024
ENTITLEMENT SUBMITTAL #2 08/23/2024
ENTITLEMENT SUBMITTAL #3 12/10/2024 As indicated

MILLS CROSSING
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON IRRIGATION OVERALL PLAN L6.1030911 Checker 30 60 1" = 30'-0" 0 FEET NORTH DRAWING NORTH 1" = 30'-0" IRRIGATION OVERALL PLAN 1 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN NOTE A: POINT OF CONNECTION (POC) #1 SHALL BE A 2" DOMESTIC WATER METER WITH A 2" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC: N/A PSI (STATIC / DYNAMIC) DESIGN WATER PRESSURE: N/A PSI MAXIMUM SYSTEM DEMAND: N/A GPM PRESSURE BOOST REQUIRED: N/A PSI RESIDUAL WATER PRESSURE: N/A PSI NOTE B: CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE F: PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS: 1. POINT OF CONNECTION (INCLUDING WATER POC, BACK FLOW DEVICES, MASTER CONTROL VALVES, FLOW SENSORS, ETC.) 2. ISOLATION VALVES 3. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER) 4. QUICK COUPLING VALVES 5. IRRIGATION CONTROLLER(S) 6. RELATED EQUIPMENT (AS MAY BE DIRECTED). EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. IRRIGATION POINT OF CONNECTION #1; REFER TO NOTE "A" IRRIGATION CONTROLLER "A"; REFER TO NOTE "B" ENTITLEMENT SUBMITTAL #4 02/10/2025
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

Page 2454 of 2588 ends

PLANTING MIX LEGEND

TURF BIORETENTION MIX GENERAL PLANTING MIX
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

PLANTING NOTES AND

SCHEDULES
L7.00
30911
Checker

PLANT SCHEDULE
SYMBOL

KEY CONTAINER
SIZE
QTY. SCIENTIFIC NAME COMMON NAME FORM

WATER USE
(WUCOLS)

CALIFORNIA
NATIVE
MATURE
HEIGHT
MATURE
WIDTH
SUN / SHADE REQ.

Deciduous /
Evergreen

COMMENTS

GENUS SPECIES
AES CAL 36" BOX 2 Aesculus Californica California Buckeye TREES VERY LOW YES 25' 20'-30' PARTIAL SHADE

DECIDUOUS
ARB MAR 60" BOX 21 Arbutus 'Marina' Strawberry Tree TREES LOW NO 40' 30' FULL SUN

EVERGREEN
CER OCC 36" BOX 31 Cercis occidentalis Western Redbud TREES VERY LOW YES 20' 20'

FULL SUN - PARTIAL
SHADE

DECIDUOUS
PIS CHI 48" BOX 2 Pistacia Chinensis Chinese Pistache TREES LOW NO 40' 25'-35'

DECIDUOUS
PLA OCC 60" BOX 8 Platanus occidentalis American Sycamore TREES MODERATE NO 90' <varies>

FULL SUN - PARTIAL
SHADE

DECIDUOUS
PLA RAC 48" BOX 5 Platanus racemosa Western Sycamore TREES MODERATE YES 80' 20'-30'

FULL SUN - PARTIAL
SHADE

DECIDUOUS
QUE DOU 60" BOX 4 Quercus douglasii Blue Oak TREES VERY LOW YES 70' 40'-50' FULL SUN

DECIDUOUS
QUE WIZ 60" BOX 21 Quercus wislizeni Interior Live Oak TREES VERY LOW YES 70' <varies> FULL SUN

EVERGREEN
Grand total: 94 94
NOTES:

1. ROOT BARRIERS ARE REQUIRED FOR ALL TREES PLANTED WITHIN 10' - 0" OF PAVING OR HARDSCAPE.

2. MINIMUM 3" DEPTH BARK MULCH IN ALL NON-TURF LANDSCAPE PLANTERS.

3. 3: 25% OF PROPOSED TREES ARE REQUIRED TO BE SIZE 24" BOX MINIMUM CONTAINER SIZE. 41 % OF PROPOSED TREES

ARE EVERGREEN
Calycanthus occidentalis Spicebush Shrub 15 gallon LOW 3-13 ft 3-12 ft Arctostaphylos 'Emerald Carpet' Emerald carpet manzanita Shrub, Groundcover 5 gallon MOD 6-12 inches 3-5 ft SHRUBS
Juncus patens Common rush Grass 5 gallon MOD 1-3 ft 3 ft Festuca mairei Maire's fescue Grass 5 gallon LOW 2-3 ft 2-3 ft Muhlenbergia lindheimeri Lindheimeri muhly Grass 5 gallon LOW 3-5 ft 3-4 ft Festuca 'Siskiyou Blue' Siskiyou Blue Fescue Grass 5 gallon MOD 1-2 ft 1-2 ft Festuca rubra Red fescue Grass 5 gallon MOD 1-3 ft spreading Calamagrostis nutkaensis Pacific reed grass Grass 5 gallon MOD 3 ft 3 ft Calamagrostis foliosa Feather reed grass Grass 5 gallon MOD 1-2 ft 2 ft Carex praegracilis Clustered field sedge Grass 5 gallon MOD 2-4 ft spreading GRASSES + RUSHES
Sisyrinchium bellum Blue-eyed grass Perennial 1 gallon LOW 1-2 ft 3 inches Iris macrosiphon Foothill iris Perennial 1 gallon MOD 1-2 ft 12 inches Fragaria chiloensis Beach strawberry Perennial groundcover 1 gallon MOD 1-4 inches 2-3 ft Asclepias fascicularis Narrow-leaf milkweed Perennial 1 gallon LOW 2-3 ft 12 inches Eriophyllum lanatum Wooly sunflower Perennial 1 gallon LOW 1-3 ft 2 ft Achillea millefolium Yarrow Perennial 1 gallon LOW 1-3 ft 6-18 inches

PERENNIALS

SCIENTIFIC NAME COMMON NAME TYPE SIZE WUCOLS MATURE HEIGHT MATURE WIDTH

BIO-RETENTION MIX
Calycanthus occidentalis Spicebush Shrub 15 gallon LOW 3-13 ft 3-12 ft Ceanothus maritimus 'Valley Violet' Valley Violet ceanothus Shrub 5 gallon LOW 2 ft 4 ft Rhamnus californica 'Leatherleaf' Leatherfleaf coffeeberry Shrub 15 gallon LOW 6-8 ft 6-8 ft Rhamnus californica 'Eve Case' Eve Case coffeeberry Shrub 15 gallon LOW 6-8 ft 6-8 ft Rosa californica California Wild Rose Shrub 15 gallon LOW 8-10 ft 10 ft Baccharis pilularis 'Pigeon Point' Dwarf coyote bush Shrub 5 gallon LOW 1-2 ft 6-8 ft Arctostaphylos 'Austin Griffiths' Austin Griffith manzanita Shrub 15 gallon LOW 8-10 ft 6 ft Arctostaphylos 'John Dourley' John Dourley manzanita Shrub, Groundcover 15 gallon LOW 1-2 ft 4-6 ft Arctostaphylos hookeri 'Wayside' Wayside manzanita Shrub, Groundcover 15 gallon LOW 3 ft 8 ft SHRUBS
Festuca glauca Blue fescue Grass 5 gallon LOW 1-2 ft 1-2 ft Festuca mairei Maire's fescue Grass 5 gallon LOW 2-3 ft 2-3 ft Muhlenbergia lindheimeri Lindheimeri muhly Grass 5 gallon LOW 3-5 ft 3-4 ft Muhlenbergia dubia Pine muhly Grass 5 gallon LOW 2-3 ft 2-3 ft Muhlenbergia rigens Deer grass Grass 5 gallon LOW 4-5 ft 4 ft

GRASSES
Eschscholzia californica California poppy Perennial 1 gallon V-LOW 2-24 inches 1-2 ft Monardella villosa Coyote mint Perennial 1 gallon V-LOW 2 ft 3 ft Solidago velutina californica California Goldenrod Perennial 1 gallon LOW 2-3 ft 1-2 ft Euthamia occidentalis Western Goldenrod Perennial 1 gallon V-LOW 4-6 ft 1-2 ft Penstemon heterophyllus 'Margarita BOP' Foothill penstemon Perennial 1 gallon LOW 1-2 ft 2-3 ft Asclepias speciosa Showy milkweed Perennial 1 gallon LOW 4-6 ft 4 ft Asclepias fascicularis Narrow-leaf milkweed Perennial 1 gallon LOW 2-3 ft 12 inches Eriophyllum lanatum Wooly sunflower Perennial 1 gallon LOW 1-3 ft 2 ft Epilobium canum California fuschia Perennial 1 gallon LOW 6-18 inches 2-3 ft Achillea millefolium Yarrow Perennial 1 gallon LOW 1-3 ft 6-18 inches

PERENNIALS

SCIENTIFIC NAME COMMON NAME TYPE SIZE WUCOLS MATURE HEIGHT MATURE WIDTH

PLANTER MIX

GENERAL PLANTING MIX

BIO-RETENTION MIX
TOTAL: 170.5
20 Blue Oak 45.5 Y Fair N n/a
19 Elm spp. 8 N Fair n/a
18 Siberian elm 18 Y Fair Y 18
10 Valley Oak 35 Y Fair Y 35
9 Valley Oak 17 Y Fair Y 17
8 Valley Oak 20.5 Y Fair Y 20.5
7 Chinese pistache 16 Y Fair Y 16
6 Chinese pistache 16.5 Y Good Y 16.5
5 Chinese pistache 13.5 Y Fair Y 13.5
4 Chinese pistache 18 Y Fair Y 18
3 Chinese pistache 16 Y Fair Y 16
2 Valley Oak 3 N n/a
1 Crabapple 6 N n/a
Tree # Species DSH (in.) Protected (Y/N) Condition Tree to be removed? (Y/N) Mitigation requirement (in.) Reference: Arborist and Tree Protection Report, Lori Murphy (11.05.2024) Mills Crossing: Tree Removal and Mitigation Table
Conclusion: Proposed Tree Planting Plan meets mitigation requirements for tree removal proposed TOTAL: 397
54 60" 5 270
7 48" 4 28
33 36" 3 99
Quantity Box Size Mitigation Equivalent (in.) Total (in.) Tree Planting Plan: Mitigation provided

TREE MITIGATION TABLES
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2455 of 2588 ends

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VRF-3.1
R-1 REFRIGERATION UNITCU-3.1
4x6
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4x6
4x6
2x2
T

PROJECT GREEN

PROJECT GREEN
R 47' - 0"

TREE PROTECTION ZONE

ART INSTALLATION BY OTHERS
HIGH WATER USE - TURF AREAS (15,396 SQ.FT)
LOW WATER USE - PLANTER AREAS (36,036 SQ.FT)
MODERATE WATER USE - BIO RETENTION (4,170 SQ.FT)
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

HYDROZONE PLAN
L7.01
30911
Checker
1" = 30'-0"
HYDROZONE PLAN 1
30 60
1" = 30'-0"
0 FEET
NORTH

DRAWING
NORTH
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2456 of 2588 ends

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Refr.

U.C.

Refr.
79 82
75 76
78 82
83 83
81 80
79 77
80 81
74 73
75 70
78 79
80 81
E
E E
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4x6 2x2 4x6
HP-3.1 HP-3.2
VRF-3.1
R-1 REFRIGERATION UNIT
CU-3.1
4x6
4x6
4x6
4x6
2x2
T

LED LED LED LED LED LED LED

LED LED LED LED LED LED LED
ZB1
ZB1
ZN6
ZN4 ZN4 ZN4 ZN4
ZN1
ZN2
ZN2
ZN4 ZN4
ZN7 ZN2
ZN2
ZN2
ZN2
ZN3
ZN1
ZN2
ZN7
ZN3 ZN3 ZN3 ZN3 ZN3 ZN3
ZN7
ZN7
ZN7
ZN6 ZN6 ZN6
ZN4
ZN3
ZN3 (E) ZN3 (E) ZN5 (E) ZN3 (E) (E)
ZN3
ZN3
ZN3
ZN4 ZN4
ZN4 ZN4
ZF1-P ZF1
ZN3
ZN3
(TYP)
(TYP)
(TYP)
(TYP)
(TYP) (TYP)

PROJECT GREEN
BUILDING 1
BUILDING 2 BUILDING 3
PLAZA

REMOVE EXISTING

QUERCUS DOUGLASSII (BLUE OAK)
45" DBH
27' CANOPY RADIUS
RATING: 3 (FAIR-MINOR STRUCTURE OR HEALTH PROBLEMS)/2(MAJOR STRUCTURE OR

HEALTH PROBLEMS)
RECOMMENDATIONS (07/02/2024):
-ROOT COLLAR EXCAVATION TO REMOVE THE SOIL AROUND THE ROOT COLLAR TO

ALLOW THE INSPECTION OF THE BUTTRESS/SUPPORTING ROOTS -AERIAL

INSPECTION TO INVESTIGATE THE AERIAL CAVITIES AND DETERMINE IF THE TREE

MAY BE PRUNED TO REDUCE ANY RISK TO AN ACCEPTABLE LEVEL WITH ACTIVITY UNDERNEATH THE TREE.

R 47' - 0"

PV CANOPY
PARKING LOT #2
PARKING LOT #1
PARKING LOT #3

ART INSTALLATION BY OTHERS
30H 30TQ 30Q
30H 30H 30TQ
30Q
30TQ 30H
30TQ
30Q
30H
30H
30H
30Q
30Q 30TQ 30TQ 30Q
30TQ
30Q
30Q 30TQ
30TQ 30TQ
30H
30H
30TQ
30TQ
30TQ
30Q
30Q
30H
ZN2-2HSS ZN2-2HSS

PLANTING MIX LEGEND

TURF BIORETENTION MIX GENERAL PLANTING MIX
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

PLANTING PLAN
L7.10
30911
Checker
30 60
1" = 30'-0"
0 FEET
NORTH

DRAWING
NORTH
1" = 30'-0"
PLANTING PLAN 1

PLANT SCHEDULE
SYMBOL

KEY CONTAINER
SIZE
QTY. SCIENTIFIC NAME COMMON NAME FORM

WATER USE
(WUCOLS)

CALIFORNIA
NATIVE
MATURE
HEIGHT
MATURE
WIDTH
SUN / SHADE REQ.

Deciduous /
Evergreen

COMMENTS

GENUS SPECIES
AES CAL 36" BOX 2 Aesculus Californica California Buckeye TREES VERY LOW YES 25' 20'-30' PARTIAL SHADE

DECIDUOUS
ARB MAR 60" BOX 21 Arbutus 'Marina' Strawberry Tree TREES LOW NO 40' 30' FULL SUN

EVERGREEN
CER OCC 36" BOX 31 Cercis occidentalis Western Redbud TREES VERY LOW YES 20' 20'

FULL SUN - PARTIAL
SHADE

DECIDUOUS
PIS CHI 48" BOX 2 Pistacia Chinensis Chinese Pistache TREES LOW NO 40' 25'-35'

DECIDUOUS
PLA OCC 60" BOX 8 Platanus occidentalis American Sycamore TREES MODERATE NO 90' <varies>

FULL SUN - PARTIAL
SHADE

DECIDUOUS
PLA RAC 48" BOX 5 Platanus racemosa Western Sycamore TREES MODERATE YES 80' 20'-30'

FULL SUN - PARTIAL
SHADE

DECIDUOUS
QUE DOU 60" BOX 4 Quercus douglasii Blue Oak TREES VERY LOW YES 70' 40'-50' FULL SUN

DECIDUOUS
QUE WIZ 60" BOX 21 Quercus wislizeni Interior Live Oak TREES VERY LOW YES 70' <varies> FULL SUN

EVERGREEN
Grand total: 94 94
41 % OF PROPOSED TREES ARE

EVERGREEN
Percent Shaded 53 %
Total Shaded Area 3,890.0
Total Parking Area to be shaded 7,338.0
Total Auxillary Shade -
Total Tree Shade 4,067.0
Arbutus 'Marina' - Strawberry Tree 25'-30' 0 @ 707 4 @ 530 4 @ 354 0 @ 177 3,536.0 Quercus wislizeni - Interior Live Oak 25'-30' 0 @ 707 0 @ 530 0 @ 354 3 @ 177 531.0 Botanical Name/Common Name Symbol Tree Diameter Quantity @ 100% Shade/SQ.FT
Quantity @ 75%
Shade/SQ.FT
Quantity @ 50%
Shade/SQ.FT
Quantity @ 25%
Shade/SQ.FT Total SQ.FT
PARKING LOT 3
Percent Shaded 62 %
Total Shaded Area 4,243.0
Total Parking Area to be shaded 6,550.0
Total Auxillary Shade -
Total Tree Shade 4,067.0
Quercus wislizeni - Interior Live Oak 25'-30' 0 @ 707 0 @ 530 0 @ 354 5 @ 177 885.0 Arbutus 'Marina' - Strawberry Tree 25'-30' 0 @ 707 4 @ 530 3 @ 354 0 @ 177 3182 Botanical Name/Common Name Symbol Tree Diameter Quantity @ 100% Shade/SQ.FT
Quantity @ 75%
Shade/SQ.FT
Quantity @ 50%
Shade/SQ.FT
Quantity @ 25%
Shade/SQ.FT Total SQ.FT
PARKING LOT 2
Percent Shaded 72 %
Total Shaded Area 11,676.0
Total Parking Area to be shaded 16,296.0
Total Auxillary Shade (PV) 8,493.0
Total Tree Shade 3,183.0
Arbutus 'Marina' - Strawberry Tree 25'-30' 0 @ 707 3 @ 530 0 @ 354 1 @ 177 1,767.0 Quercus wislizeni - Interior Live Oak 25'-30' 0 @ 707 0 @ 530 3 @ 354 2 @ 177 1,416.0 Botanical Name/Common Name Symbol Tree Diameter Quantity @ 100% Shade/SQ.FT
Quantity @ 75%
Shade/SQ.FT
Quantity @ 50%
Shade/SQ.FT
Quantity @ 25%
Shade/SQ.FT Total SQ.FT
PARKING LOT 1

PARKING SHADE CALCULATIONS
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2457 of 2588 ends

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2x2
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PROJECT GREEN
BUILDING 1
BUILDING 2 BUILDING 3
PLAZA
FOLSOM BLVD.

LA LOMA DR.

STREET A

STREET D

STREET E

STREET CSTREET B

TREE PROTECTION ZONE
R 47' - 0"
1 2
3 4
7 1
3 3
3 3
4 4 4
4 5
6 7
6 7
5 8
8 8
8 8
PARKING LOT #2
PARKING LOT #1
PARKING LOT #3
4 4
3 4 6
7 ART INSTALLATION BY OTHERS
9 4
4 5
(INSIDE)

PV CANOPY
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

PEDESTRIAN PLAN
L8.10
30911
Checker
30 60
1" = 30'-0"
0 FEET
NORTH

DRAWING
NORTH
SHORT TERM BIKE STORAGE (minimum 10 percent of all required motorized vehicle parking) REQUIRED: 11 RACKS / 22 BIKES
PROVIDED: 14 RACKS/ 28 BIKES
LONG TERM BIKE STORAGE (minimum 5 percent of all required motorized vehicle parking) REQUIRED / PROVIDED: 9 LOCKERS / BIKES

PLAZA SEATING
PROVIDED: 19 (190 LINEAR FEET)

PROJECT GREEN SEATING
PROVIDED: 8 (80 LINEAR FEET)

DRINKING FOUNTAIN
PROVIDED: 3
MODULAR TABLE AND CHAIR (4 CHAIRS PER TABLE)
PROVIDED: 35 (210 LINEAR FEET)

WASTE AND RECYCLING RECEPTACLES
PROVIDED: 4
1 2
3 4
5 6
7 ELECTRICAL POWER OUTLETS : IN FLUSH LOCKABLE BOXES OR ATTACHED TO LIGHT POLES PROVIDED: 5
8 PEDESTRIAN ORIENTED OPEN SPACE AREAS
PLAZA: ~20,000 SQ. FT.

PROJECT GREEN: ~8,400 SQ. FT.
1" = 30'-0"
PEDESTRIAN PLAN 1

BIKE REPAIR WORK STAND
PROVIDED: 1
9 TOTAL PROVIDED BIKE PARKING: 37 BIKES
TOTAL COVERED BIKE PARKING: 15 BIKES (9 LONG TERM, 6 SHORT TERM) SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2458 of 2588 ends

Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

Project documents describe the design intent of the work and are not a representation of as-built or existing
conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions. © LPA, Inc.
916-287-1001 Office MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

PEDESTRIAN PLAN

SPECIFICATIONS
L8.11
30911
Checker

SHORT TERM BIKE STORAGE
MANUFACTURER : BOLA BY LANDSCAPE FORMS

LONG TERM BIKE STORAGE
MANUFACTURER : CYCLESAFE PROPARK

HEBI BENCH
MANUFACTURER : LANDSCAPE FORMS

DRINKING FOUNTAIN
440 SM OR SMSS
MANUFACTURER: MOST DEPENDABLE

FOUNTAINS, INC

BOHEM TABLE AND CHAIR
MANUFACTURER: MMCITE

WASTE & RECYCLING RECEPTACLE
MANUFACTURER TONYO BY FORMS + SURFACES

PERISPHERE BENCH
MANUFACTURER : LANDSCAPE FORMS

DESIGN INTENT DESIGN INTENT
PARALLEL 42 BENCH
MANUFACTURER : LANDSCAPE FORMS (ALT)
BENCH 427
MANUFACTURER : DU MOR (ALT)

TECNO RS SEATING SYSTEM
MANUFACTURER: FORMS + SURFACES

RIVIERA ARMCHAIR AND DARWIN TABLE
MANUFACTURER: EMU

BISTROT
MANUFACTURER : MMCITE

CAROUSEL TABLE
MANUFACTURER : LANDSCAPE FORMS (ALT)

RIVIERA STOOL AND DARWIN HIGH TABLE
MANUFACTURER: EMU
ORBIT
MANUFACTURER : MMCITE

MORSE DOT
MANUFACTURER : MMCITE (ALT)
RECEPTACLE 435

MANUFACTURER DU MOR (ALT)
PLAZA SEATING: PERMANENT MODULAR BENCHES
(BACKLESS)
PLAZA SEATING: MOVABLE TABLES AND

CHAIRS, A RANGE OF OPTIONS
ALTERNATIVES:

CITYVIEW PEDESTAL MOUNT RADIUS
MANUFACTURER: SITESCAPES
ALTERNATIVES: ALTERNATIVES:

ALTERNATIVE:

PROJECT GREEN SEATING ALONG PATHS:

PERMANENT MODULAR BENCHES
(WITH BACKS AND ARMRESTS)

DRINKING FOUNTAIN
HYDRO 410
MANUFACTURER: MMCITE

SITE AMENITIES
ALTERNATIVE:

BIKE REPAIR WORK STAND
MANUFACTURER : BIKE FIXTATION
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2459 of 2588 ends

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIORS

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
MILLS CROSSING Irvine, California 92617
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
AD0.00

COVER SHEET

ENTITLEMENT SUBMITTAL
08/23/24

LIGHTING PACKAGE
12/10/24 12/19/24
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2460 of 2588 ends

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E
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Refrigerator
U.C. U.C.

Refr. Refr.

SMUD EASEMENT
PER 68-04-11 O.R. 490
J

LEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDL
E
D
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DLE
DLE
LDE
DLE
LDE
DLE
D
W
P
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P
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P
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P
W
P
W
P
W
P
W
P
F
F
F
FUTURE

HOUSING

PARCEL NIC
FUTURE

HOUSINGPARCEL NIC
c c c c c c c c c c c c c c c c c c c c c c c c c
ON

GNI KRAP
ON

GNI KRAP
VE

GNI GRAHC
YLNO
VE

GNI GRAHC
YLNO
c
c
c
c
c
c
c c c
c
NO

PARKING
ON

GNI KRAP
ON

GNI KRAP
VE

GNI GRAHC
YLNO
EV

CHARGING
ONLY
ON

GNI KRAP
VE

GNI GRAHC
YLNO
VE

GNI GRAHC
YLNO
c c c c
cc
c
E
V
C
H
A
RGIN
G
O
N
L
Y
E
V
C
H
A
RGIN
G
O
N
L
Y
ON

GNI KRAP
N
O
P
A
R
KING
N
O
P
A
R
KING
CLR
18'-9 7/8"
MAX. SETBACK
10'-0"

MAX SETBACK
20'-0"
37'-6"
CLR
CLR
37'-11"
BLDG 01
BLDG 02 PLAZA BLDG 03

PROJECT
GREEN
CLR
12'-2"
FUTURE

HOUSING

PARCEL NIC
FUTURE

HOUSING

PARCEL NIC

STREET A

STREET D

STREET C

STREET B
CLR
13'-6"
CLR
46'-0"

STREET F

STREET E
Revision Date

NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com5301 California Avenue, Suite 100Irvine, California 92617 Developed for
Checked ByScaleJob Number
Submittal Date
SD PROGRESS SET 04/18/2024
100% SD SET 05/09/2024
This document and all other project documents, ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contractual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (including the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, use or misappropriation of property rights held by LPA. The unauthorized use of the project documents will give rise to the recovery of monetary losses and damages including attorney fees and costs for which the unauthorized user will be held liable.Project documents describe the design intent of the work and are not a representation of as-built or existing conditions. LPA is not responsible for any discrepancies between the project documents and the existing conditions.© LPA, Inc.

As indicated

MILLS CROSSING
10179 FOLSOM BLVD
RANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON

ARCHITECTURAL SITE
PLAN
A0.21
30911Checker

KEYNOTES
1" = 40'-0" SITE PLAN - OPTION 1 A0.21 05
LEGEND

GENERAL NOTES
N

PROJECT NORTH
N

TRUE NORTH
ASSUMED PROPERTY LINELIMIT OF WORK (L.O.W.)

1. GENERAL NOTES HERE...

KEYNOTES
LEGEND

SITE LIGHTING FIXTURE SCHEDULE

GENERAL NOTES
TYPE ZB1 BOLLARD PATH LIGHT FIXTURE DESCRIPTION MANUF, SERIES (REF. CUTSHEETS) LOUIS POULSEN "FLINDT" PHOTOMETRIC ANALYSIS SHOWN REPRESENTS ILLUMINANCE VALUES, IN FOOT-CANDLES, UNDER NORMAL POWER WITH CALCULATIONPOINTS EVERY 10 FEET WITHIN THE PROJECT BOUNDARY, ANDINCLUDING 10 FT BEYOND PROJECT BOUNDER, PER RANCHO CORDOVACITY ORDINANCE 23.725.070.B.4."MH: XX" ADJACENT TO FIXTURE TAGS REFERES TO FIXTURE MOUNTINGHEIGHT, WHERE 'XX' IS MEASUERED IN FEET (TYP).

1.2. ZN1-A PEDESTRIAN POLE LOUIS POULSEN "HOMANN PARK" MOUNTING/OVERALL HEIGHT (A.F.G.)
3'-6" 12'-0" ZN1-B PEDESTRIAN POLE LOUIS POULSEN "HOMANN PARK" 12'-0" ZN2 PARKING/ROADWAY POLE SELUX "DISCERA 6" 24'-0" ZN3 ROADWAY POLE SELUX "DISCERA 4" 18'-0" ZR1 RECESSED DOWNLIGHT DMF "M SERIES COMMERCIAL" 15'-0" ZR2 RECESSED DOWNLIGHT KLIK "LEDPOD XL50" 9'-0" ZS1 SURF-MT CYLINDER DMF "M SERIES CYLINDER" 11'-6" ZW1 WALL-MT DOWNLIGHT BEGA "33329" 7'-6" ZN3 (E) (E) (E) (E) (E) (E) ZN6 ZN4 ZN3-24 ZN3 ZN2 ZN7 ZN2 ZN7 ZN2 ZN2 ZN2 ZN3-24 ZN4 ZN4 ZW1 ZW1 ZR2 ZR2 ZR2 ZR2 ZR2 ZR2 ZW1 ZW1 ZW1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZS1 ZR2 ZR2 ZR1 ZR1 ZR1 ZR1 ZR1 ZR1 ZN1 ZN1 ZB1ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1ZB1 ZB1 ZB1ZB1ZB1ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1ZB1ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZB1 ZN4ZN1 ZN1 ZN1 ZN1 ZN1 ZN1 ZN1 ZN1 ZN1 ZN1 ZN1 ZR2 ZR2 ZR2 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 ZF1 (8)ZF1 LIGHTING

SITE PLAN
SITE PLAN E1.11B
A0.22
A0.22 LIGHTING

SITE PLAN
SITE PLAN E1.11 A0.22 A0.22 LIGHTING ILLUMINANCE SUMMARY NOTE: THIS LIGHTING CALCULATION REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY (IES) APPROVED METHODS. *CALCULATION POINTS FOR EXITS TAKEN WITHIN 5' RADIUS OF EXIT (TYP). LABEL PARKING LOT 1 PARKING LOT 2 PARKING LOT 3 DRIVE AISLE (PARKING LOT 1) TRASH ENCLOSURE (PARKING LOT 1) TRASH ENCLOSURE (PARKING LOT 3) DRIVE AISLE (PARKING LOT 3) STREET A STREET B STREET C STREET D STREET E AVG (FC) 2.7 2.8 2.8 2.3 3.6 2.8 3.6 2.4 2.6 2.8 2.7 3.0 MIN (FC) 1.2 1.0 1.3 1.1 1.8 2.6 2.7 1.1 1.2 1.4 1.2 2.1 PEDESTRIAN WALKWAYS 2.0 0.5 LABEL AVG (FC) MIN (FC) BLDG 1 EXIT - SE LOBBY* BLDG 1 EXIT - SE STAIR BLDG 1 EXIT - FIRE RISER BLDG 1 EXIT - ELEC/IDF BLDG 1 EXIT - NW LOBBY BLDG 1 EXIT - NW STAIR BLDG 2 EXIT - LOBBY BLDG 2 EXIT - STAIR BLDG 2 EXIT - ELEC BLDG 2 EXIT - FIRE CONTROL BLDG 2 EXIT - NW CORRIDOR BLDG 3 EXIT - SE STORAGE BLDG 3 EXIT - FLEX NW ENTRY BLDG 3 EXIT - FLEX SE ENTRY BLDG 3 EXIT - ELEC BLDG 3 EXIT - VESTIBULE 4.8 3.4 3.9 3.0 3.6 2.9 1.6 1.1 2.5 1.6 4.7 3.8 2.6 1.8 2.9 2.4 1.5 1.1 1.8 1.4 1.9 1.4 2.5 1.9 2.7 1.3 3.7 2.1 3.3 2.6 2.6 1.6 ZF1 FESTOON LIGHTS TOKISTAR "EXHIBITOR" 15'-0" ZR1 RECESSED DOWNLIGHT DMF "M SERIES COMMERCIAL" 15'-0" ZR2 RECESSED DOWNLIGHT KLIK "LEDPOD XL50" 9'-0" ZS1 SURF-MT CYLINDER DMF "M SERIES CYLINDER" 11'-6" ZW1 WALL-MT DOWNLIGHT BEGA "33329" 7'-6" ZN2 ROADWAY POLE PHILIPS HADCO "CXF5" TYPE 2 25'-0" ZN3 ROADWAY POLE PHILIPS HADCO "CXF5" TYPE 3 25'-0" ZN4 PARKING POLE PHILIPS HADCO "CXF5" TYPE 4 24'-0" 3.1 1.5 2.5 1.0 2.9 1.0 1.4 1.0 3.6 2.9 2.0 1.1 5.5 2.5 2.4 1.8 3.4 2.4 1.9 1.3 5.6 3.4 3.9 2.9 3.8 1.8 1.4 1.1 1.6 1.1 1.6 1.2 1.9 1.4 3.3 2.4 2.8 1.3 3.8 1.3 2.2 1.5 2.4 1.0 SD PROGRESS SET 04/18/2024 ENTITLEMENT SUBMITTAL #1 05/09/2024 ENTITLEMENT SUBMITTAL #2 08/23/2024
ENTITLEMENT SUBMITTAL #3 12/19/2024 ZN5 ROADWAY POLE PHILIPS HADCO "CXF5" TYPE 5 25'-0" ZN3-24 PARKING POLE PHILIPS HADCO "CXF5" TYPE 3 24'-0" ZN6 ROADWAY POLE PHILIPS HADCO "CXF5" TYPES 3, 4 25'-0" ZN3 ZN6 ZN6 ZN6 ZN4 ZN4 ZN4 ZN4 ZN7 ZN7 ZN7 ROADWAY POLE PHILIPS HADCO "CXF5" TYPES 2, 4 25'-0" ZN7 ZN3 ZN3 ZN3 ZN3 ZN3 ZN3 ZN2 ZN2 ZN2 ZN2 ZB1 ZB1 ZN1 ZN1 ZN4 ZN2 ZN4 ZN4 ZN3 ZN3-24 ZN3 ZN5 ZN3 TRASH ENCLOSURE (PARKING LOT 3) STREET A STREET B STREET C STREET D STREET E 2.8 2.4 2.6 2.8 2.7 3.0 2.6 1.1 1.2 1.4 1.2 2.1 PEDESTRIAN WALKWAYS 2.0 0.5 1.8 1.6 1.9 0.7 1.4 0.9 2.6 1.1 1.8 0.6 1.5 0.7 NOTE: THIS LIGHTING CALCULATION REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY (IES) APPROVED METHODS. *CALCULATION POINTS FOR EXITS TAKEN WITHIN 5' RADIUS OF EXIT (TYP). (PARKING LOT 3 - NORTH) DRIVE AISLE (PARKING LOT 3 - NORTH) (PARKING LOT 3) SOUTH) 1.7 1.1 ARCHITECTURAL SITE PLAN A0.21 LIGHTING

SITE PLAN
SITE PLAN E2.00111 A0.22 A0.22
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

Page 2461 of 2588 ends

INGRADE UPLIGHT
TYPE 'ZU1' AT
COLUMN (TYP) ZU1 ZU1

PORTION OF FACADE

INTENDED TO BE
ILLUMINATED, MAX 6.8FC
TO MIN 0.1FC (TYP AT

COLUMNS)

CONCEALED LED

STRIPLIGHT TYPE
'ZC1' (TYP)

SMALL PROFILE
UPLIGHT TYPE 'ZU2' AT

WINDOW FRAME

ACCENT (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX

7.6FC TO MIN 0.1FC

PORTION OF FACADE

INTENDED TO BE
ILLUMINATED, MAX 5FC
TO MIN 0.1 FC (TYP AT
WINDOW FRAMES) ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 E

EXTERIOR LIGHTING

ELEVATIONS

CONCEALED LED

STRIPLIGHT TYPE
'ZC1' (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX

7.6FC TO MIN 0.1FC

CONCEALED LED

STRIPLIGHT TYPE
'ZC1' (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX

7.6FC TO MIN 0.1FC
ZU2 ZC1 ZU1 ZC1 E
E ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 BUILDING 1 - VIEW FROM FOLSOM E

EXTERIOR LIGHTING
ELEVATIONS E4.10
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2462 of 2588 ends

ZU1 ZU1

INGRADE UPLIGHT
TYPE 'ZU1' AT

COLUMN (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX MAX

6.8FC TO MIN 0.1FC (TYP

AT COLUMNS)

SMALL PROFILE UPLIGHT
TYPE 'ZU2' AT WINDOW

FRAME ACCENT (TYP)

PORTION OF FACADE

INTENDED TO BE
ILLUMINATED, MAX 5FC
TO MIN 0.1 FC AT
WINDOW FRAMES) ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU2 ZU1 ZU1 E

EXTERIOR LIGHTING
ELEVATIONS ZU1 ZU2

INGRADE UPLIGHT
TYPE 'ZU1' AT

COLUMN (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX MAX

6.8FC TO MIN 0.1FC (TYP

AT COLUMNS)
E
E ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 E

EXTERIOR LIGHTING
ELEVATIONS E4.11
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2463 of 2588 ends

EXTERIOR LIGHTING

ELEVATIONS

CONCEALED LED

STRIPLIGHT TYPE
'ZC1' (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX

12.5FC TO MIN 0.1FC

SMALL PROFILE
UPLIGHT TYPE 'ZU2' AT

WINDOW FRAME

ACCENT (TYP)

PORTION OF FACADE

INTENDED TO BE
ILLUMINATED, MAX 5FC
TO MIN 0.1 FC (TYP AT
COLUMNS) ZU2 ZU2 ZU2 ZW2 ZW2 ZW2

SMALL PROFILE

DOWNLIGHT TYPE
'ZW2' AT TERRACE

COLUMNS (TYP)

PORTION OF FACADE

INTENDED TO BE
ILLUMINATED, MAX 5FC
TO MIN 0.1 FC (TYP AT
COLUMNS) ZC1 ZC1 ZW2 ZU2 E
E ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ZW1

SMALL PROFILE

WALL-MOUNT DOWNLIGHT
'ZW1' ABOVE DOOR TO

SUPPLMENT CITY-REQUIRED

SITE LIGHTING
ENTITLEMENT SUBMITTAL #3 12/19/2024 BUILDING 2 - VIEW FROM FOLSOM BUILDING 1 - VIEW FROM FOLSOM E

EXTERIOR LIGHTING
ELEVATIONS E5.10
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2464 of 2588 ends

EXTERIOR LIGHTING

ELEVATIONS

CONCEALED LED

STRIPLIGHT TYPE
'ZC1' (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX

12.5FC TO MIN 0.1FC

CONCEALED LED

STRIPLIGHT TYPE
'ZC1' (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX

12.5FC TO MIN 0.1FC ZC1

CONCEALED LED

STRIPLIGHT TYPE
'ZC1' (TYP)

PORTION OF FACADE

INTENDED TO BE ILLUMINATED,
MAX 7.6FC TO MIN 0.1FC (TYP

AT WALL PANELS)
ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 E E ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ZW1

SMALL PROFILE

WALL-MOUNT DOWNLIGHT
'ZW1' ABOVE DOOR TO

SUPPLMENT CITY-REQUIRED

SITE LIGHTING
ENTITLEMENT SUBMITTAL #3 12/19/2024 E

EXTERIOR LIGHTING
ELEVATIONS E5.11
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2465 of 2588 ends

EXTERIOR LIGHTING

ELEVATIONS E

EXTERIOR LIGHTING

ELEVATIONS

CONCEALED LED

STRIPLIGHT TYPE
'ZC1' (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX

12.5FC TO MIN 0.1FC

INGRADE UPLIGHT
TYPE 'ZU3' AT

COLUMN (TYP)

PORTION OF FACADE

INTENDED TO BE

ILLUMINATED, MAX MAX

10.8FC TO MIN 0.5FC
(TYP AT COLUMNS) ZU3 ZU3 ZU3 ZU3

INGRADE UPLIGHT
TYPE 'ZU3' AT
COLUMN (TYP) ZU3 ZC1 E
E
E
E ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ZW1

SMALL PROFILE

WALL-MOUNT DOWNLIGHT
'ZW1' ABOVE DOOR TO

SUPPLMENT CITY-REQUIRED

SITE LIGHTING
ENTITLEMENT SUBMITTAL #3 12/19/2024 BUILDING 3 - VIEW FROM FOLSOM E

EXTERIOR LIGHTING

ELEVATIONS E

EXTERIOR LIGHTING
ELEVATIONS E6.10
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2466 of 2588 ends

ITEM 11.1.

ATTACHMENT 6
Exhibit A to the Resolution

Page 2467 of 2588 ends

LIGHTING FIXTURE TYPE ZC1 E9-9.01 01 NTS
Colour Natural paint aluminum Length 22.3
Width 15.4 Height 3.9
IP class 64 IK class 08
Light distribution diagrams
Cartesian Isolux Polar Bug
Spare parts & accessories
Product Variant number
Homann Park replacement kit LED-D LI 3K 3G US 5747921382 Homann Park replacement kit LED-D LI 4K 3G US 5747921395 Homann Park replacement kit LED-D LI 3K 5F US 5747921421 Homann Park replacement kit LED-D LI 4K 5F US 5747921434 Homann Park replacement kit LED-D HI 3K 3G US 5747921463 Homann Park replacement kit LED-D HI 4K 3G US 5747921476 Homann Park replacement kit LED-D HI 3K 5F US 5747921489 Homann Park replacement kit LED-D HI 4K 5F US 5747921492 Homann Park Lower front screen US 5747922019
Homann Park Lower front screen N/UP US 5747922022
Data specifications
3/4
Homann Park
louispoulsen.com
LIGHTING FIXTURE TYPE ZN1-A
E9-9.02 01 NTS

HOMANN PARK
LED 3000K / 120-277V/60HZ / Natural paint aluminum / 3G / No Uplight / - / Ø60 pole / Dim 0-10v hi / 5747921146 The fixture provides direct downward illumination and is self-illuminating. The fixture is available in two variants; an uplight and an NO uplight version. Light distribution round symmetrical or asymmetrical. It emphasizes the shape of the luminaire and creates ambience and comfort.

Alfred Homann
Alfred Homann grew up in South Zealand, Denmark. In 1976, he graduated as an architect from the Royal Danish Academy of Fine arts in Copenhagen.

Project name: / Project type: / 1/4
louispoulsen.com
Design to Shape Light
LIGHTING FIXTURE TYPE ZN1 E-9.02 01 NTS E-9.02

LIGHTING FIXTURE

CUTSHEETS
LIGHTING FIXTURE TYPES ZN2, ZN3
E-9.02 03 NTS
Product info
Environmental Product Specification
This product is compliant with the requirements contained in the European Directives, RoHS Directive 2011/65 and 2015/863. This product is designed so that 100% of the product can be disassembled and reused.

Information
Electrical: System Wattage: 19W or 37W LED Wattage: 17 W or 35 W Delivered lumens: 1,824 - 3,698 Efficacy:

96.0 lm/W - 99.9 lm/W Certifications: cULus, Wet Location Protection class IP65 IK class 09 BUG Rating: B1-U0- G1; B1-U1-G1; B1-U0-G0; B1-U1-G0 Controllability: 0-10V Dimming Min.-Max. Ambient Temp: -40°C to +55°C Color Rendering: Ra≥80 Wind Load EPA: 0.6 sq ft
Mounting
Post top: T-Taper-5IN-2.4IN mounts directly on top of Taper (5IN-2.4IN) poles; T-DRA-5IN-3IN mounts directly on top of dual round aluminum (DRA-5IN-3IN) poles.

Finish
Natural painted aluminum, powder coated.

Materials
Lower diffuser: Injection molded opal acrylic. Lower glass: Plate of clear polycarbonate. Upper diffuser: Injection molded opal acrylic. Housing: Die cast aluminum. Base: Die cast aluminum.

Sizes and weight
Width x Height x Length (in.) | 15.4 x 3.9 x 22.3 Max 17.1 lbs Compliance
cULus, Wet location.

Light source
LED 3000K
Lumen: 3213
Information
Electrical:

System Wattage: 19W or 37W
LED Wattage: 17 W or 35 W
Delivered lumens: 1,824 - 3,698
Efficacy: 96.0 lm/W - 99.9 lm/W
Certifications:
cULus, Wet Location
Protection class IP65
IK class 09
BUG Rating: B1-U0-G1; B1-U1-G1; B1-U0-G0; B1-U1-G0
Controllability: 0-10V Dimming
Min.-Max. Ambient Temp: -40°C to +55°C
Color Rendering: Ra≥80
Wind Load EPA: 0.6 sq ft
2/4
Homann Park
louispoulsen.com
Class - Net Weight 13.1
Wind Load (ft2) 0.6 Standby (W) -
Power Factor (P = 100 % / P = 50 %) 0.95 Inrush Current 51.5 A Light source LED 3000K Kelvin 3000
CRI 80 SDCM 3
Lumen 3213 Watt 37
Efficacy 87 Light control Dim 0-10v hi
Min. Dim Level (%) 10 Surges -
BUG Rating B1 U0 G1 L80B50 (hours) -
Driver life -
4/4
Homann Park
louispoulsen.com
ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 CXF5-Pima 07/22 page 2 of 5
CXF5 PIMA
Pendant
Dimensions
Width 24-1/2" diameter
Height 23-3/8"
EPA 1.52 sq. ft
Weight
(maximum)
44 lbs (19.96 kg)

23.27"
(591mm)

24.50"
(622mm)

24.50"
(622mm)
Predicted Lumen Depreciation Data
Ambient Temperature °C Driver mA Calculated L70 Hours L70 per TM-21 Lumen Maintenance % at 60,000 hrs 25°C 700 mA >100,000 hours >60,000 hours >87%
Predicted performance derived from LED manufacturer’s data and engineering design estimates, based on IESNA LM-80 methodology.

Actual experience may vary due to field application conditions.L70 is the predicted time when LED performance depreciates to 70% of initial lumen output. Calculated per IESNA TM21-11. Published L70 hours limited to 6 times actual LED test hours.

Field Adjustable Wattage (FAWS) Multiplier Chart
FAWS
Position
Typical Delivered
Lumens Multiplier
Typical System
Wattage
1 0.31 0.28
2 0.53 0.50
3 0.62 0.58
4 0.70 0.67
5 0.78 0.75
6 0.83 0.81
7 0.89 0.87
8 0.92 0.91
9 0.96 0.95
10 1.00 1.00
Note: Typical value accuracy +/- 5%
Urban
PIMA
CXF5 Pendant
Project:

Location:

Cat.No:

Type:

Lamps: Qty:

Notes:

CXF5-Pima 07/22 page 1 of 5
The Hadco Pima pendant family offers a simple modern take on the traditional pendant lantern, providing style and elegance to downtownareas, commercial developments, parks and residential communities. These pendants use the latest LED technology which maximizes energy savings and provides uniform and comfortable light.

Ordering guide example: CXF5-32-G3-T-A-2-730-A-3-N-SP1-N Series
CXF5
LEDs Generation
G3
Mounting
T
Finish Optics CCT Voltage
Drive
current
CXF5 Pima
Receptacle 7 pin
is available for this
luminaire but must be
selected with the arm
bracket. It is not part
of the luminaire code.

See bracket ordering
guide for coding.
321 32 LEDs
48 48 LEDs
64 64 LEDs
8080 LEDs
G3 Gen 3 T Top arm A Black
B White
G Verde
H Bronze
I Gray
J Green
2 Type 2
2H Type 2 w/HSS
3 Type 3
3H Type 3 w/HSS
3W Type 3 Wide
3WH Type 3 Wide w/HSS
4 Type 4
5 Type 5
730 Warm 3000K
740 Neutral 4000K
A 120-277 VAC
B1, 2 347-480 VAC
3 350mA
5 530 mA
7 700mA
Ordering guide (continued)
Driver Options
Surge
protection
DA 4 Hrs 25% Reduction
DB 4 Hrs 50% Reduction
DC 4 Hrs 75% Reduction
DD 6 Hrs 25% Reduction
DE 6 Hrs 50% Reduction
DF 6 Hrs 75% Reduction
DG 8 Hrs 25% Reduction
DH 8 Hrs 50% Reduction
DJ 8 Hrs 75% Reduction
DALI Compatible with DALI
S FAWS Filed adjustable wattage slector
SRD2 Sensor ready driver, standard configuration
SRD12 Sensor ready driver, alternate configuration
N No dimming
SP1 10kV/20kA
SP2 20kV/10kV
Footnotes

1. 32LED at 350mA and 530mA are not compatible with 347-480V.

2.347-480V not compatible with optional dimming or optional programming.

CXF5-Pima 07/22 page 3 of 5
CXF5 PIMA
Pendant
LED Module: 3000K Type 2 Type 3 Type 3W Type 4 Type 4W
Ordering
Code
LED
qty
LED
Current
(mA)
Color
Temp.

Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
32-G3-x-730-3 32 350 35 4715 B1-U0-G1 134 4601 B1-U0-G1 131 4521 B1-U0-G1 128 4650 B1-U0-G1 132 4516 B3-U0-G1 128 32-G3-x-730-5 32 530 51 6750 B2-U0-G1 132 6587 B1-U0-G1 129 6473 B1-U0-G2 126 6657 B1-U0-G2 130 6465 B3-U0-G1 126 32-G3-x-730-7 32 700 71 8405 B2-U0-G1 119 8203 B2-U0-G2 116 8061 B2-U0-G2 114 8290 B2-U0-G2 118 8051 B3-U0-G2 114 48-G3-x-730-3 48 350 54 6870 B2-U0-G1 127 6705 B1-U0-G1 124 6589 B1-U0-G2 122 6776 B1-U0-G2 125 6580 B3-U0-G1 122 48-G3-x-730-5 48 530 80 9836 B2-U0-G2 123 9599 B2-U0-G2 120 9433 B2-U0-G2 118 9701 B2-U0-G2 121 9421 B3-U0-G2 118 48-G3-x-730-7 48 700 105 12249 B3-U0-G2 117 11954 B2-U0-G2 114 11747 B2-U0-G2 112 12081 B2-U0-G2 115 11732 B4-U0-G2 112 64-G3-x-730-3 64 350 68 7602 B2-U0-G1 112 7418 B2-U0-G1 109 7290 B1-U0-G2 107 7497 B2-U0-G2 110 7281 B3-U0-G2 107 64-G3-x-730-5 64 530 99 10882 B2-U0-G2 110 10620 B2-U0-G2 107 10437 B2-U0-G2 105 10733 B2-U0-G2 108 10423 B4-U0-G2 105 64-G3-x-730-7 64 700 114 13552 B3-U0-G2 119 13226 B2-U0-G2 116 12997 B2-U0-G2 114 13367 B2-U0-G2 117 12980 B4-U0-G2 114 80-G3-x-730-3 80 350 87 10695 B2-U0-G2 123 10438 B2-U0-G2 120 10257 B2-U0-G2 118 10549 B2-U0-G2 121 10244 B4-U0-G2 118 80-G3-x-730-5 80 530 126 15312 B3-U0-G2 121 14943 B3-U0-G2 118 14684 B2-U0-G2 116 15102 B3-U0-G2 120 14665 B4-U0-G2 116 80-G3-x-730-7 80 700 168 19068 B3-U0-G2 113 18609 B3-U0-G2 111 18287 B3-U0-G3 109 18807 B3-U0-G3 112 18263 B4-U0-G2 109 LED Wattage and Lumen Values: Pima CXF5
LED Module: 4000K Type 2 Type 3 Type 3W Type 4 Type 4W
Ordering
Code
LED
qty
LED
Current
(mA)
Color
Temp.

Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
Delivered
Lumens 2
BUG
Rating
Efficacy
(LPW)
32-G3-x-740-3 32 350 35 4950 B1-U0-G1 141 4831 B1-U0-G1 137 4747 B1-U0-G1 135 4882 B1-U0-G1 139 4741 B3-U0-G1 135 32-G3-x-740-5 32 530 51 7087 B2-U0-G1 138 6916 B1-U0-G1 135 6797 B1-U0-G2 133 6990 B1-U0-G2 137 6788 B3-U0-G1 133 32-G3-x-740-7 32 700 71 8826 B2-U0-G1 125 8613 B2-U0-G2 122 8464 B2-U0-G2 120 8705 B2-U0-G2 123 8453 B3-U0-G2 120 48-G3-x-740-3 48 350 54 7214 B2-U0-G1 134 7040 B2-U0-G1 130 6918 B1-U0-G2 128 7115 B1-U0-G2 132 6910 B3-U0-G1 128 48-G3-x-740-5 48 530 80 10328 B2-U0-G2 129 10079 B2-U0-G2 126 9904 B2-U0-G2 124 10186 B2-U0-G2 127 9892 B4-U0-G2 124 48-G3-x-740-7 48 700 105 12861 B3-U0-G2 122 12552 B2-U0-G2 120 12334 B2-U0-G2 117 12685 B2-U0-G2 121 12319 B4-U0-G2 117 64-G3-x-740-3 64 350 68 7982 B2-U0-G1 117 7789 B2-U0-G2 114 7655 B1-U0-G2 112 7872 B2-U0-G2 116 7645 B3-U0-G2 112 64-G3-x-740-5 64 530 99 11427 B3-U0-G2 115 11151 B2-U0-G2 112 10958 B2-U0-G2 111 11270 B2-U0-G2 114 10944 B4-U0-G2 110 64-G3-x-740-7 64 700 114 14230 B3-U0-G2 125 13887 B3-U0-G2 122 13647 B2-U0-G2 120 14035 B2-U0-G2 123 13629 B4-U0-G2 120 80-G3-x-740-3 80 350 87 11230 B3-U0-G2 129 10960 B2-U0-G2 126 10770 B2-U0-G2 124 11076 B2-U0-G2 127 10756 B4-U0-G2 123 80-G3-x-740-5 80 530 126 16077 B3-U0-G2 127 15690 B3-U0-G2 124 15418 B2-U0-G2 122 15857 B3-U0-G2 126 15399 B4-U0-G2 122 80-G3-x-740-7 80 700 168 20022 B3-U0-G2 119 19539 B3-U0-G2 116 19201 B3-U0-G3 114 19747 B3-U0-G3 117 19177 B4-U0-G2 114

1. System input wattage may vary based on input voltage, by up to +/- 10% , and based on manufacturer forward voltage, by up to +/- 8%.

2. Lumen values based on photometric tests performed in compliance with IESNA LM-79.

Note: Some data may be scaled based on tests of similar, but not identical, luminaires.

CXF5-Pima 07/22 page 4 of 5
CXF5 PIMA
Pendant
Specifications
Housing
In a round shape, this housing is constructed of low copper die-cast aluminum and 0.090" thick spun aluminum. All non-ferrous fasteners prevent corrosion and ensure longer life.

Access-mechanism
The hinged lens frame is cast aluminum with a stainless steel spring latch for tool-less access
Mounting
T: Top arm mount

7.16"

10.36"
CXF5
CXF15
CXF14

23.27"

22.27"

24.50"
26"

22.11"

20.65"
Light engine
LEDgine is composed of five main components: Heat Sink, Lens, LED lamp, Optical System, and Driver. Electrical components are RoHS compliant.

LED module
LED type Lumileds LUXEON T.Composed of high‑performance white LEDs. Color temperature as per ANSI/NEMA bin Neutral White, 4000 Kelvin nominal (3985K +/‑ 275K or 3710K to 4260K) or Warm White, 3000 Kelvin nominal (3045K +/- 175K or 2870K to 3220K), CRI 70 Min. 75 Typical.

Heat sink
Made of cast aluminum optimizing the LEDs efficiency and life. Product does not use any cooling device with moving parts (only passive cooling device).

Finish
Color in accordance with the AAMA 2603 standard. Application of polyester powder coat paint (4 mils/100 microns) with ± 1 mils / 24 microns of tolerance. The Thermosetting resins provides a discoloration resistant finish in accordance with the ASTM D2244 standard, as well as luster retention in keeping with the ASTM D523 standard and humidity proof in accordance with the ASTM D2247 standard. The surface treatment achieves a minimum of 2000 hours for salt spray resistant finish in accordance with testing performed and per ASTM B117 standard.

Optical system
Composed of high performance UV stabilized optical grade polymer refractor lenses to achieve desired distribution optimized to get maximum spacing, target lumens and a superior lighting uniformity.

System is rated IP66. Performance shall be tested per LM-63, LM-79 and TM-15 (IESNA) certifying its photometric performance. Type 2, 3, 3W, 4 and Type 5 Street side indicated. House side shield optional (can be field installed) 2H: Type 2 with House Side Shield, 3H: Type 3 short with house side shield, 3WH: Type 3 Wide with House side shield.

Driver
Driver comes standard with dimming compatible 0-10V. High power factor of 95%. Electronic driver, operating range 50/60 Hz. Auto adjusting universal voltage input from 120 to 277 VAC rated for both application line to line or line to neutral, Class I, THD of 20% max.

Maximum ambient operating temperature from 40°F (4°C) to 130°F (55°C). Certified in compliance to UL1310 cULus requirement (dry and damp location). Assembled on a unitized removable tray with Tyco quick disconnect plug resisting to 221°F (105°C). The current supplying the LEDs will be reduced by the driver if the driver experiences internal overheating as a protection to the LEDs and the electrical components. Output is protected from short circuits, voltage overload and current overload. Automatic recovery after correction. Standard built in driver surge protection of 2.5kV (min).

DA: 4 Hrs 25% Reduction
DB: 4 Hrs 50% Reduction
DC: 4 Hrs 75% Reduction
DD: 6 Hrs 25% Reduction
DE: 6 Hrs 50% Reduction
DF: 6 Hrs 75% Reduction
DG: 8 Hrs 25% Reduction
DH: 8 Hrs 50% Reduction
DJ: 8 Hrs 75% Reduction
DALI: Pre-set driver compatible with the the
DALI logarithmic control system.

FAWS: Field Adjustable Wattage Selector, pre-set to the highest position, can be easily switched in the field to the required position.

This reduces total luminaire wattage consumption and reduces the light level – see the FAWS multiplier chart for more details. Note: It is not recommended to use FAWS with other dimming or controls; if you do, set the switch to position 10 (maximum output) to enable the other dimming or controls. Switching FAWS to any position other than 10 will disable the other dimming or controls.

SRD: Sensor Ready Driver including SR communication (used for dimming and other functionalities), 24V auxiliary supply and a logical signal input (LSI) connected to the top NEMA twist lock receptacle.

SRD1: Sensor Ready Driver including SR communication (used for dimming and other functionalities) but with 24V auxiliary supply and a logical signal input (LSI) not connected to the top NEMA twist lock.

Surge protection
Surge protector tested in accordance with ANSI/IEEE C62.45 per ANSI/IEEE C62.41.2 Scenario I Category C High Exposure 10kV/10kA waveforms for Line Ground, Line Neutral and Neutral Ground, and in accordance with U.S.

DOE (Department of Energy) MSSLC (Municipal Solid State Street Lighting Consortium) model specification for LED roadway luminaires electrical immunity requirements for High Test Level 10kV / 10kA.

Wiring
Gauge 18 wires. Top mount option come with quick disconnects. Arm mount options provide a 6" Minimum exceeding from luminaire.

Hardware
All non-ferrous fasteners prevent corrosion and ensure longer life.

LIGHTING FIXTURE TYPES ZN2, ZN3, ZN4, ZN5, ZN6, ZN7 E-9.02

LIGHTING FIXTURE
CUTSHEETS E9.11
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2468 of 2588 ends

ENTITLEMENT SUBMITTAL #3 12/05/2024
© 2024 DMF Lighting. All Rights Reserved. Specifications subject to change without notice. See website for U.S. and international patent information. Page 14 of 20 DMF LIGHTING 1118 E. 223rd St. Carson, CA 90745 323.934.7779 [email protected] dmflighting.com M Series Commercial
4" Round Downlight
4" Round Trims
M4TR

SUMMARY
CONSTRUCTION: Die-cast aluminum
DECORATIVE: Acrylic diffuser
INSTALLATION: Twist & Lock
(126mm)
5"
(64mm)
21 2 "
1 16"
(2mm)
(30mm)
13 16"
Standard
(126mm)
5"
(64mm)
21 2 "
1 16"
(2mm)
(30mm)
13 16"
TRIMS
M4TRSWH
1 16"
(1.6mm)
(30mm)
13 16"
(48mm)
17 8 "
(126mm)
5"
1 16"
(1.6mm)
(30mm)
13 16"
(48mm)
17 8 "
(126mm)
5"
Pinhole
M4TRPWH
(107mm)
41 4 "
(64mm)
21 2 "
1 16"
(2mm)
(30mm)
13 16"
(107mm)
41 4 "
(64mm)
21 2 "
1 16"
(2mm)
(30mm)
13 16"
Flangeless
M4TRSWHFL
(107mm)
41 4 "
(48mm)
17 8 "
1 16"
(1.6mm)
(30mm)
13 16"
(107mm)
41 4 "
(48mm)
17 8 "
1 16"
(1.6mm)
(30mm)
13 16" Flangeless Pinhole
M4TRPWHFL
© 2024 DMF Lighting. All Rights Reserved. Specifications subject to change without notice. See website for U.S. and international patent information. Page 10 of 20 DMF LIGHTING 1118 E. 223rd St. Carson, CA 90745 323.934.7779 [email protected] dmflighting.com M Series Commercial
4" Round Downlight
New Construction
Emergency Lighting
Total Height in Plenum
(84mm)
3"

ROUND CUT
(107mm)
4 1 "4
(26mm)
1 1 16"
(84mm)
3"
(248mm)
9 1 " 4
(180mm)
7 1 " 8
14" TO 24"
(356mm to 609mm)

ROUND CUT
(107mm)
4 1 "4
(26mm)
1 1 16"
M4NCRN
(Dimensions not including module)
M4NCRNxxxEM
M4NCRNxxxAWNEM
(Dimensions not including module)
750LM-1500LM
2000LM
(102mm)
(243mm)
9 5 " 8
4 1 " 16
(354mm)
13 15 " 16
14" TO 24"
(356mm to 609mm)

ROUND CUT
(107mm)
4 1 "4
(180mm)
7 1 " 8
(2mm)

5 " 8
(2mm)

5 " 8
Bar Hanger Vertically Adjustable
from ½" to 2" (13 to 51mm)
3 1 "
4 750LM-1500LM (83mm) 15
Bar Hanger Vertically Adjustable
from ½" to 2" (13 to 51mm)
4 1 "
2 (112mm) 2000LM 25
(2mm)

5 " 8
(2mm)

5 " 8
Bar Hanger Vertically Adjustable
from ½" to 2" (13 to 51mm)
3 1 "
4 750LM-1500LM (83mm) 15
Bar Hanger Vertically Adjustable
from ½" to 2" (13 to 51mm)
4 1 "
2 (112mm) 2000LM 25
(2mm)

5 " 8
(2mm)

5 " 8
Bar Hanger Vertically Adjustable
from ½" to 2" (13 to 51mm)
3 1 "
4 (83mm)
Bar Hanger Vertically Adjustable
from ½" to 2" (13 to 51mm)
3 3 "
4 (95mm) 500LM 1500LM, DALI-2
Bar Hanger Vertically Adjustable
from ½" to 2" (13 to 51mm)
4 1 "
2 M (112mm)
(2mm)

5 " 8
Bar Hanger Vertically Adjustable
from ½" to 2" (13 to 51mm)
4 1 "
4 2500LM-3500LM (109mm)
2500LM-3500LM/DALI-2
© 2024 DMF Lighting. All Rights Reserved. Specifications subject to change without notice. See website for U.S. and international patent information. Page 2 of 20 DMF LIGHTING 1118 E. 223rd St. Carson, CA 90745 323.934.7779 [email protected] dmflighting.com M Series Commercial
4" Round Downlight
PRODUCT BUILDER | ROUND | DOWNLIGHT | EMBEDDED 0-10V

HOUSING

PRODUCT CODE
M4NCRN 4" Round Housing, New Construction, Non-IC Rated M4RMRN 4" Round Housing, Remodel, Non-IC Rated 1

LIGHT MODULE

PRODUCT CODE LUMENS CRI CCT BEAM SPREAD DIMMING
MD Downlight Module 07 750 lm 9 93 CRI 27 2700K GA General Ambient (90°+) 3 O 0-10V 10 1000 lm 30 3000K NS Narrow Spot (15°) 3
12 1250 lm 35 3500K SP Spot (25°)
15 1500 lm 40 4000K FL Flood (40°)
20 2000 lm 3W Warm Dim (3000−1800K) 2 WF Wide Flood (60°) 25 2500 lm
30 3000 lm
35 3500 lm
TRIM | STANDARD

PRODUCT CODE FINISH OPTION
M4TRS Standard Trim WH White [Blank] None
M4TRL Wall Wash/Sloped Ceiling Trim 4 BK Black FL Flangeless 6,7 M4TRP Pinhole Trim 5,6 BZ Bronze VP Vandal Proof/IP65 8 M4TRH Hyperbolic Trim 6 CW Clear Diffuse,
White Flange
WW Warm Diffuse,
White Flange
CC Custom Color
TRIM | DECORATIVE (WHITE FINISH ONLY)

PRODUCT CODE
M4TRSWHDOF Decorative Open, Frosted 5,9
M4TRSWHDCF Decorative Closed, Frosted 5,9
M4TRSWHDCC Decorative Closed, Clear
Frosted Side 5,9
M4TRSWHDCCF Decorative Closed, Clear
Frosted Inside 5,9

ACCESSORIES
M4XRMUD Flangeless Mud Plate 10
M4KRTEMPLATE Flangeless Wood Template 11
M4CREXT Round Extension Collar 12
OPTICS
MDLX-GA Low Lumen (750-2000LM) Downlight Optic GA 90° Beam Spread MDLX-NS Low Lumen (750-2000LM) Downlight Optic NS 15° Beam Spread MDLX-SP Low Lumen (750-2000LM) Downlight Optic SP 25° Beam Spread MDLX-FL Low Lumen (750-2000LM) Downlgiht Optic FL 40° Beam Spread MDLX-WF Low Lumen (750-2000LM) Downlight Optic WF 60° Beam Spread MDHX-SP High Lumen (2500-3500LM) Downlight Optic SP 25° Beam Spread MDHX-FL High Lumen (2500-3500LM) Downlgiht Optic FL 40° Beam Spread MDHX-WF High Lumen (2500-3500LM) Downlight Optic WF 60° Beam Spread 1 Not available with flangeless or vandal proof trim
options nor extension collars
2 Only available in 1000 lm; not available in
Narrow Spot beam spread
3 Only available in 750-2000 lm
4 Recommended with WF Beam spread for general
wall washing and SP for sloped ceilings.

Not available in Custom Color
MD 9 O
5 Only available in 750-1500 lm
6 Only available in White, Black, or Bronze finish
7 Mud plate required for FL installation, except for wood ceiling; Not compatible with remodel housing
8 Only available in Standard Style and White, Anti-Microbial Finish for Installation in New Construction housing only.

Not compatible with extension collars
9 Reccomended for use with General Ambient beam spread
10 Required for Flangeless Trim drywall installation
11 Recommended for Flangeless Trim wood installation
12 For New Construction Only - Ceiling Installations up to 3" © 2024 DMF Lighting. All Rights Reserved. Specifications subject to change without notice. See website for U.S. and international patent information.

DMF LIGHTING 1118 E. 223rd St. Carson, CA 90745 323.934.7779 [email protected] dmflighting.com Project: Type:

Product Code: Date:

V091224
Input Voltage
120 / 277V

POWER & CONTROLS

RATINGS & CERTIFICATIONS
Dimming
0-10V (1%), Lutron Athena Wireless Node
(1%), DALI-2 (0.1%) (Coming Soon)
3500K
Versatile Solution for all spaces providing high quality lighting ranging from 750lm all the way up to 3500lm
Expedited Install with our easily adjustable universal
housing and bar hanger systems allowing for application in most ceiling types
Enhanced Serviceability is achieved through
interchangeable modules, optics, and trims, all of which allow for ease of maintenance and implementation of
design changes below the ceiling plane
Seamless Integration with several control systems
allowing two-channel control dimming options down
as low as 0.1%
4" Round Downlight
Housing
Module and Trim
Wet Location/IP65 Rated
Configurations Available
(Standard trims and covered areas only)
NSF Listed
(White and black finish only)
RoHS Compliant
Lumens (Power)
750 lm (9.5W), 1000 lm (12.5W ),
1250 lm (14.3W), 1500 lm (14.3W),
2000 lm (24.5W), 2500 lm (27.5W),
3000 lm (34.0W), 3500 lm (40.5W)
Beam Spread
Color Temperature
Warm Dim (3000-1800K)
Tunable White
(4000–1800K)
Tunable White
(6500–2700K)
2700K
4000K
3000K
Color Quality
93 CRI, 2-step SDCM
Module
Downlight

INSTALLATION
TRIMS
Style
Standard, Hyperbolic, Pinhole, Wall Wash,
Flangeless, Decorative, Vandal Proof/IP65
Finish
White, Black, Bronze, Clear Diffuse,
Warm Diffuse
Aperture
4"
Shape
Round
Ceiling Material
Drywall, Millwork
Ceiling Thickness
New Construction: 1
/2" up to 2"
Remodel: 1
/2" up to 1 1/4"
Extension Collar: 5/8" to 3"

LIGHT OUTPUT & DISTRIBUTION

·

Warranty
5 year limited warranty; 50,000 hours
M Series Commercial
IK10 Rated Option Available
(Vandal Proof Trim)
60°
Wide Flood
90°+
General
40°
Flood
15°
Narrow Spot
25°
Spot
LIGHTING FIXTURE TYPE ZC1 E9-9.01 01 NTS LIGHTING FIXTURE TYPE ZC1 E9-9.01 01 NTS E-9.03

LIGHTING FIXTURE
CUTSHEETS LIGHTING FIXTURE TYPE ZR1 E-9.03 01 NTS LIGHTING FIXTURE TYPE ZR2 E-9.03 03 NTS 2840 N Brookfield Rd, Suite 3
Brookfield, WI 53045
PH: 262.505.5124
FX: 262.753.6582
www.klikusa.com
[email protected]
Project Name: Location:

Specifier: Rep Agency:

Fixture Type: Product Code:

KLIK LEDpod™ XL50 Page 1 of 5
KLIK LEDpod™ XL50 Patented
Product Codes Follow the steps to specify your fixture. Enter Product Code in field at top of page. Example: LPXL50F0027K2.3SSPT Fixture Type
LPXL LEDpod XL
Size
50 Color
27K
30K
35K
40K
50K
RED
GRN
BLU
AMB
PCA
RGB
2700K
3000K
3500K
4000K
5000K
Red
Green
Blue
Amber
PC Amber
RGBW2
Distribution
S Symmetric

1. Additional charges and lead time apply for this feature.

2. Contact factory
Description
Electrical/LED Driver
*Please note, all KLIK fixtures are now
dimmable as standard
**Must purchase Driver and Enclosure
through KLIK to hold warranty
- Input Voltage: 24 VDC
- Operating Temp: -40 to 120° F
- Efficiency: Up to 120 lm/W
- Driver: Must use class 2 driver
- Primary Driver: 110 - 277 VAC UL Listed Constant Voltage - Secondary Driver: Constant Current (provided with fixture) - Control: DALI, 0-10V, DMX
- DMX control typically for dimming only; Contact factory for addressable and RGBW options
- Enclosure: Minimum NEMA2 for indoor, NEMA 3R for outdoor - Wire connectors provided; factory wire-harness available, consult factory - Tube Size:
-XL50 Flat: RHS min 2.75” height, Max. wall .3125”
-XL50R50: Ø 3” - 5”, Max. wall .3125”
-XL50R85: Ø 6” - 8”, Max. wall .3125”
-Other sizes available upon request
- Cut Out: 48mm (1.90”)
- Weight: 0.43 LBS
Listings
- ETL listed, UL 1598/CSA 22.2; CE
- cETL
- IP65 rated All IP rated luminaires tested to AS60529-2004 Degrees of protection provided by enclosures (IP Code) - Class 3 device
- Wet location rated
Symmetric
Custom Bezel Bezel Profile 1,2
F00
R50
R85
Flat
50mmR
85mmR
Wattage

2.3 3.2

4.5 6.6

7.5 2.3 Watts

3.2 Watts

4.5 Watts

6.6 Watts

7.5 Watts
Drill

1.90”
Hole
Optic
SPT
NFL
FLD
SPTRFL
NFLRFL
FLDRFL
Spot
Narrow Flood
Flood
Spot Reflector
Narrow Flood Reflector
Flood Reflector
Lens1,2
FRS Frosted
(only optic

FLDRFL)
Clear lens standard
Flat R50 R85
Minimalist point source LED fixture with multiple outputs for use in hollow metal structures such as guard rails, awnings, canopies and custom luminaires. Please note these fixtures are not for use in hand rail.

Housing
Clear anodized aluminum body as standard. Color-match anodized as an option, consult factory.

Aluminum body has a fine 25-micron finish and is hard-coat anodized, thus preventing galvanic corrosion.

Mounting
Unique concealed internal mounting wings hold the fixture in place, deployed via unobtrusive screw holes with patent-pending anti-tamper screws.

C
IP
65 to suit
R80 - R90
60 Ø52 to suit
R45 - R55
60 Ø52
60 Ø52
Commack Library Photo by Ola Wilk/
Wilk Marketing Communications
R7.0 20210922
DUL DULUX Colors
(request color guide)
ANO Anodize
SPC Standard Powdercoat
SHR Diode shroud for
horizontal mount
- International Dark Sky Association Certified (Color temperature must be Amber or less than 3000K ) 2840 N Brookfield Rd, Suite 3
Brookfield, WI 53045
PH: 262.505.5124
FX: 262.753.6582
www.klikusa.com
[email protected]
Project Name: Location:

Specifier: Rep Agency:

Fixture Type: Product Code:

KLIK LEDpod™ XL50 Page 2 of 5
Optics Lens Reflector
Beam Angle SP
spot 26°
NFL
narrow flood 32°
FL
flood 62°
SP
spot 24°
NFL
narrow flood 30°
FL
flood 64°
LOR defined by optics 78 77 78 90 87 88
lm w mA System Lumens @4000K
300 2.3 350 234 231 234 270 260 264
375 3.1 500 293 289 293 338 325 330
525 4.4 700 410 405 410 473 456 462
690 6.3 1000 539 532 539 621 600 607
810 7.5 1200 632 624 632 729 704 712
LED Performance
LED: Cree XT-E CRI: 80-85 Binning: 3 MacAdam Steps
CCT: 2700, 3000, 4000 (others available) Life: 80% at 50k hrs and 85° C Warranty: 5 Year Warranty

SPT NFL FLD
Remote Mounting Distance
24 VDC 100W Driver:
- Up to 300’ remote length from driver to first LED w/10ga wire - Contact factory for detailed calculations
- Calculations based on 2’ centers between pods at 700mA (2.5W). - Increased spacing reduces number of pods per circuit.

Primary Driver Secondary LED Driver Spacing Maximum KLIK LEDpods™*
110 - 277 Primary Voltage
Remotely Mounted
Dimming Control
10” x 1.5” x 2”
1200mA 8’ 9
1000mA 8’ 12
700mA 8’ 18
500mA 8’ 24
350mA 8’ 32
*Based on 16 AWG between LEDpods
Required Accessories
LP096WPRITRNDIM Class 2 IP67 driver, 110-277VAC to 24VDC constant voltage, 0-10 Dim LP100WPRITRNDIM Class 2 Driver, Dimming, Input voltage = 120-277 VAC, Output voltage = 24 VDC, 5 year warranty LPNEMA3RENCLJR
LPNEMA4ENCLJR
LPNEMA6PENCL
NEMA2 INDOOR enclosure for LP100WPRITRNDIM, 12” x 3.3” x 2” NEMA 3R Drip Proof Enclosure, 4 x 4 x 12 (IP32 Equivalent) NEMA4 Watertight Enclosure, 6 x 4 x 12 (IP66 Equivalent); NEMA4X Available NEMA 6P Submersible Enclosure 15” x 8” x 6” (IP67 Equivalent) Additional driver & enclosure configurations available. Please note the KLIK UL Listing requires purchase of a remote driver and enclosure.

LPNEMA2ENCL
R7.0 20210922
2840 N Brookfield Rd, Suite 3
Brookfield, WI 53045
PH: 262.505.5124
FX: 262.753.6582
www.klikusa.com
[email protected]
Project Name: Location:

Specifier: Rep Agency:

Fixture Type: Product Code:

KLIK LEDpod™ XL50
Installation Instructions Additional instructions may apply, consult factory. 24VDC
only
Instruction Sheet
LEDpod XL50 · 24VDC
Ø 48mm
constant
current
only
hand
tighten
security
screws
1 5
9 2
6 3
7 4
8 Dimensions
Ø 52 · h 60
Weight

0.088kg/m
24VDC
only
www.klikusa.com · [email protected] 35092-A.2
Ø 48mm
constant
current
only
hand
tighten
security
screws
5 9
6 7 8
R7.0 20210922 Page 3 of 5
2840 N Brookfield Rd, Suite 3
Brookfield, WI 53045
PH: 262.505.5124
FX: 262.753.6582
www.klikusa.com
[email protected]
Project Name: Location:

Specifier: Rep Agency:

Fixture Type: Product Code:

KLIK LEDpod™ XL50 Page 5 of 5
Wiring Diagram - Through Building
24VDC Wiring to railing via conduit;
from constant voltage primary driver
in remote enclosure
LEDpod XL
IP Plug
Constant
Current Driver
(1) Per
LEDpod
Scotchlok
Connectors
Commack Library Photo by Ola Wilk/Wilk Marketing Communications R7.0 20210922
ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 E-9.03

LIGHTING FIXTURE
CUTSHEETS E9.12
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2469 of 2588 ends

ENTITLEMENT SUBMITTAL #3 12/05/2024
© 2023 DMF Lighting. All Rights Reserved. Specifications subject to change without notice. See website for U.S. and international patent information. Page 5 of 12 DMF LIGHTING 1118 E 223rd Street, Carson, CA 90745 323.934.7779 [email protected] dmflighting.com M Series Cylinder
4" Surface Mount
Surface Mount
DC4SM
A
ø4 5
16"
(109mm)

CYLINDER SIZE A
Small 4" [102 mm]
Medium 8" [203 mm]
Large 12" [305 mm]
LIGHTING FIXTURE TYPE ZC1 E9-9.01 01 NTS LIGHTING FIXTURE TYPE ZC1 E9-9.01 01 NTS E-9.04

LIGHTING FIXTURE
CUTSHEETS LIGHTING FIXTURE TYPE ZS1 E-9.04 01 NTS LIGHTING FIXTURE TYPE ZU1 E-9.04 03 NTS © 2023 DMF Lighting. All Rights Reserved. Specifications subject to change without notice. See website for U.S. and international patent information.

DMF LIGHTING 1118 E 223rd Street, Carson, CA 90745 323.934.7779 [email protected] dmflighting.com Project: Type:

Product Code: Date:
4" Surface Mount
M Series Cylinder
V102523
Downlight Adjustable
Input Voltage
120 / 277V

POWER & CONTROLS
Size
Diameter: 4"
Height: Small (4"), Medium (8"), Large (12")

CYLINDER
Mount
Surface

LIGHT OUTPUT & DISTRIBUTION
Canopy
Standard
Trims & Shades
Standard, Snoot, Decorative, Hyperbolic,
Flat Shade, Round Shade
Finish
White, Black, Brushed Aluminum,
Bronze, Custom Color
Lumens (Power)
750 lm (9.5W), 1000 lm (12.5W), 1250 lm
(14.3W), 1500 lm (16.5W), 2000 lm (24.5W),
2500 lm (27.5W), 3000 lm (34W)
3500K
Color Temperature
4000K Warm Dim (3000K – 1800K)
2700K 3000K
Color Quality
93 CRI, 2-step SDCM
Beam Spread
Spot (25°)
Flood (40°) Wide Flood (60°)
Tunable White (4000K – 1800K)
Tunable White (6500K – 2700K)
Lighting Type
Dimming
0-10V (120/277V): 1%
TRIAC/ELV (120V): 1%
DALI-2 (120/277V): 0.1%

·

Narrow
Spot (15°)
General (90°)

RATINGS
5 year limited warranty; 50,000 hours

WARRANTY
Wet Location / IP65 Rated
Configurations Available
NSF Listed (White and Black Finish Only)
DarkSky Approved (Downlight only,
CCT less than or equal to 3000K)

SPECIALTY LENS
Hexcell Louver

EMERGENCY LIGHTING
Optional Remote Inverter or Emergency
LED Driver for lighting up to 90 minutes
in event of power failure
• Integrated Drivers allow for down to 0.1% dimming options within the pendant and no need to locate anything above the canopy
• Customize your cylinder with over one million configurations, allowing for easy maintenance and on-site modifications • Attaches directly to a surface or recessed mounted junction box, ideal for areas with limited ceiling height & plenum space restrictions • Die-cast aluminum trims with no visible hardware for a sleek, symmetrical design
© 2023 DMF Lighting. All Rights Reserved. Specifications subject to change without notice. See website for U.S. and international patent information. Page 2 of 12 DMF LIGHTING 1118 E 223rd Street, Carson, CA 90745 323.934.7779 [email protected] dmflighting.com M Series Cylinder
4" Surface Mount

PRODUCT BUILDER
Required for Wet Location/IP65 rating
CYLINDER DC4 4" Cylinder
MOUNT SM Surface Mount
MOISTURE RATING S Standard (Damp Location) W Wet Location 1 LENGTH S Small (4")
1500 lm Max
M Medium (8")
2000 lm Max
L Large (12")
3000 lm Max
LIGHT OPTIONS D Fixed A Adjustable 2
LUMENS DOWN 3
07 750 lm 10 1000 lm 12 1250 lm 4 15 1500 lm 3,4
20 2000 lm 4,5 25 2500 lm 4,5 30 3000 lm 4,5

BEAM SPREAD
DOWN
GA General Ambient (90°+) 4,6 NS Narrow Spot (15°) 7 SP Spot (25°) FL Flood (40°) WF Wide Flood (60°) 4

SPECIALTY LENS
DOWN 0 None H Hexcell Louver 8
LUMENS UP 00 None
BEAM SPREAD UP 00 None
CCT
27 2700K 30 3000K 35 3500K 40 4000K
3W Warm Dim
(3000K-1800K) 9
T1 Tunable White
(4000K−1800K) 10
T2 Tunable White
(6500K−2700K) 10
FINISH
WH White BK Black BA Brushed Aluminum
BZ Bronze CC Custom Color
DIMMING T TRIAC/ELV (1%) O 0-10V (1%) D DALI-2 (0.1%) 11 EMERGENCY 00 None EM EM, Remote Test Switch 12

TRIM / SHADE DOWN
R Round Standard Trim H Hyperbolic Trim S Snoot (black only) D Decorative Trim 6,13 L Low Profile
d Decorative Trim 6,13
RWC Round Shade:
d White, Clear
RWW Round Shade:
d White, Warm
RBC Round Shade:
d Black, Clear
RBW Round Shade:
d Black, Warm
RAC Round Shade:

Aluminum, Clear
FWC Flat Shade:
adsf White, Clear
FWW Flat Shade:
adsf White, Warm
FBC Flat Shade:
adfa Black, Clear
FBW Flat Shade:
afd Black, Warm
FAC Flat Shade:
afd Aluminum, Clear
1 Only available in 750, 1000, 1250, 1500 or 2000 lm;
with Round Standard, Decorative, or Low Profile Trim
2 Only available in 750 or 1000 lm; Damp Location moisture rating; Round Standard or Hyperbolic trim
3 Sum of Lumens cannot be greater than 1500 lm for Small size, 2000 lm for Medium size, 3000 lm for Large size
4 Not available in Adjustable
5 Only available in 0-10V
6 Only available in 750 lm, 1000 lm, 1250 lm, or 1500 lm 7 Only available in 750-2000 lm; Not available in Warm Dim or Tunable White
8 Only available for Adjustable; not available for DALI-2 9 Only available in 1000 lm; not available in Narrow Spot 10 Only available in 1000 lm Downlight, 750 lm Adjustable and DALI-2 dimming
11 Only available in 1000 lm Warm Dim, Tunable White or 1250 lm Static CCT Downlight and 1000 lm Warm Dim or Static CCT and 750 lm Tunable White Adjustable
12 Not available in Uplight; TRIAC/ELV driver utilizes micro inverter; 0-10V or EcoSystem drivers utilize EM Kit mounted above ceiling with emergency LED driver & remote test switch 13 Only available in General Ambient beam spread
DC4
SM
00 00
© 2023 DMF Lighting. All Rights Reserved. Specifications subject to change without notice. See website for U.S. and international patent information. Page 4 of 12 DMF LIGHTING 1118 E 223rd Street, Carson, CA 90745 323.934.7779 [email protected] dmflighting.com M Series Cylinder
4" Surface Mount

PRODUCT SUMMARY
LED: Cree® LED, Bridgelux
DELIVERED LUMENS: 750 lm (9.5W), 1000 lm (12.5W), 1250 lm (14.3W), 1500 lm (16.5W), 2000 lm (24.5W), 2500 lm (27.5W), 3000 lm (34W) EFFICACY: 79 lm/W, 80 lm/W, 87lm/W, 91 lm/W, 82 lm/W, 91 lm/W, 88 lm/W COLOR QUALITY: 93+ CRI, 2-step SDCM
CCT: 2700K, 3000K, 3500K, 4000K, Warm Dim (3000K-1800K), Tunable White (4000K-1800K), Tunable White (6500K-2700K) DIMMING: Down to 1% for TRIAC/ELV at 120V, 1% for 0-10V at 120/277V, 0.1% DALI-2
INPUT VOLTAGE: 120/277V, 50/60Hz
MAX INPUT CURRENT (120V): 0.085 amps (750 lm), 0.110 amps (1000 lm),

0.125 amps (1250 lm), 0.145 amps (1500 lm), 0.205 amps (2000 lm),

0.235 amps (2500 lm), 0.290 amps (3000 lm)
MAX INPUT CURRENT (277V): 0.045 amps (750 lm), 0.055 amps (1000 lm),

0.060 amps (1250 lm), 0.070 amps (1500 lm), 0.100 amps (2000 lm),

0.110 amps (2500 lm), 0.135 amps (3000 lm)
POWER FACTOR: Greater than 0.9
TOTAL HARMONIC DISTORTION: Less than 20%
AMBIENT OPERATING TEMPERATURE: -20°C to 40°C
EMERGENCY LIGHTING: Optional installer mounted Remote Inverter or Emergency LED Driver for lighting up to 90 minutes in event of power failure PHOTOMETRIC TESTING: Tested in accordance to IESNA LM-79-2008 LISTINGS: ENERGY STAR® qualified*, California Title 24 2019 - 2022 JA8-E Compliant, UL Listed for Wet Location (option), IP65 rated (option), UL Certified US∙CA, Declare, NSF/ANSI-2 Splash Zone Safe**, Dark Sky Compliant (option), DALI-2 Compliant
LIFETIME: 50,000 hours at 70% lumen maintenance
CYLINDER: Extruded aluminum; 4" (small), 8" (medium), 12" (large) FINISH: White, Black, Bronze, Brushed Aluminum, Custom Color MOUNT: Installs in most 3" octagonal, 4" octagonal, 3" round, 4" round and 4" square boxes.

JUNCTION BOX COVERS: Allows up to 4 solid metal conduit branches.

Compatible with 4" octagonal and 4" square boxes.

WARRANTY: 5 year limited warranty
* Refer to ENERGY STAR Certified light fixtures database ** This product is evaluated in accordance to NSF/ANSI 2 for Splash Zones having designated trim finishes

JUPITER
Targetti USA 3F Filippi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 05.23.24 pg. 1 of 8 JUPITER Shown in brushed natural finish.

Professional Compact Inground LED Fixture

CONCEPT
Small scale compact recessed ingrade LED fixture.

WARRANTY
5 year limited warranty
A Fixture body complete with marine grade cataphoresis suitable for use in marine grade environments.

Stainless steel trim will need to be maintained and cleaned regularly to avoid mineral deposits. Not to be in direct contact with salt or corrosive agents for extended periods of time.

B Temporary immersion up to 24 hours at a max depth of 2 meters. Installation of fixture requires proper drainage to prevent any standing water. Should not be used for permanent submersion.

CERTIFICATIONS
cULus Class 2 Wet Location Listed E479873.

Tested in accordance with LM-79-08.

Compliant for California installations.

RoHS3 EU 215/863

ELECTRICAL CHARACTERISTICS
Power Supply Remote Class 2 120V-277V AC power supply required, see available options.

Wattage 7W
Voltage 24V DC

MECHANICAL CHARACTERISTICS
Housing 3.15”Dia. X 2.21”H
Materials Milled anodized aluminum marine grade cataphoresisA body with Passive cooling system. AISI316L stainless steel trim ring with beveled edge and with extra clear glass lens.

Finish Brushed Natural Bronze PVD* Black PVD*
*Physical Vapor Deposition.

Power
Connection
Pre-cabled with 2ft direct burial 18ga 2 conductor cable for connection to remote power supply.

Mounting Semi-flush recessed ingrade / surface wall mounting installation sleeve required, see available options.

Weight 1.1lbs
Protection IP68B / IP69K
Impact IK10
Load Resistant to static loads up to 4,496lbs in flush mounted cement and pavement installations.

SOURCE
High efficiency LED Chip on Board.

OPTIC
Precision optic system with PMMA lenses for the SP, FL and WFL versions with a light cut system integrated into the front glass.

TM30 CCT (Nominal) CRI Rf Rg SDCM
2700K 90 92 99 2
3000K 90 92 101 2
3500K 90 90 98 2
4000K 90 90 98 2
Efficacy 93Lm/W max. Refer to photometric graphs for specific values.

Lifetime L80/B10 >100,000hrs at max Tq +25ºC
Photobiological
Classification
Low risk safety RG1
Beam SP
21º
FL
39º
WFL
53º
Delivered Lumens 2700K 509Lm 526Lm 503Lm
Data represents max
output version only, refer
to photometry section for
all fixture variations.
3000K 532Lm 550Lm 526Lm
4000K 548Lm 567Lm 542Lm
For 3500K lumen values use multiplier of 1.02 from 3000K.

0.10”
O.D. Ø 3.15”
A
Ø 2.48”

2.27”

2.35”
IP69K
Ø 0.2”

SUSTAINABILITY
Luminaire designed for disposal/recycling at end-of-life. Replaceable LED light source and control gear by a Targetti technician.

Ø 1.81”

JUPITER
Targetti USA 3F Filippi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 05.23.24 pg. 2 of 8

SPECIFICATION INFORMATION
JU
Ex: JURSPL12724SSLV / DMLE301242UD / 1US3175M
1 - PRODUCT CODE 2 - DRIVER 3 - OPTIC 4 - WATTAGE 5 - KELVIN 6 - VOLTAGE 7 - TRIM 8 - OPTICAL ACCESSORY JU — JUPITER R — Remote Driver SP — SP 21º L1 — 7W 27 — 2700K 24 — 24V DC SS — Natural __ — No Optical Accessory FL — FL 39º 30 — 3000K BZ — Bronze LVC, D — Honeycomb Louver WF — WFL 53º 35 — 3500K BK — Black ASC, D— Asymmetric Louver DV — Direct View 40 — 4000K
QSJURSPL13024SSLV + 1US3175M + 1US3175HB + 1US317BX + DMLE301242UD / DMLE601242UD / DMLE961242UD QSJURFLL13024SS + 1US3175M + 1US3175HB + 1US317BX + DMLE301242UD / DMLE601242UD / DMLE961242UD 9 - POWER SUPPLY 10 - INSTALLATION 11 - INSTALLATION ACCESSORIES Power Supply
See section for details
3” Installation Sleeve See section for detailsSleeve mounting HUB See section for details
6” Installation Sleeve
See section for details
Installation J-box
See section for details
9” Installation Sleeve
See section for details
C Not compatible with DV optic.

D Optical accessories are factory pre-installed integral to the fixture.

For applicable quick ship items, see model configurations listed below. Lead time for quick ship fixtures is 1-2 weeks from processed PO date. Consult factory for quantities of over 20pcs to confirm lead time. 2 3 4 5 6 7 8 9 10 11

REQUIRED
/ /

OPTIONAL

OPTIC VERSIONS

FINISHES

NO OPTIC ACCESSORY

BLACK PVD BRONZE PVD NATURAL

INTEGRAL HONEYCOMB LOUVER INTEGRAL ASYMMETRIC LOUVER DIRECT VIEW

JUPITER
Targetti USA 3F Filippi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 05.23.24 pg. 3 of 8 MAX FIXTURES PER DRIVER Fixture Wattage
Driver Wattage
30W 60W 96W 2 x 96W 3 x 96W
7W 3 6 10 10+10 10+10+10
Part No. Wattage Control Dim Range Rating In / Out
Voltage
Certification Dimensions
(Enclosure)
Description
DMLE301242UD 30W MLV / ELV /
0-10V / TRIAC
10% NEMA3R 120-277V /
24V
UL Class 2 4.47” X 6.79” X 1.38” EMCOD MLE-UD electronic driver with wiring compartment.

DELV30124DJBX 30W 0-10V 0.1% IP65 120-277V /
24V
UL Class 2 12.1” X 2.4” X 1.4” Magnitude SOLIDrive electronic driver with built in junction box.

DMLE601242UD 60W MLV / ELV /
0-10V / TRIAC
10% NEMA3R 120-277V /
24V
UL Class 2 4.47” X 6.79” X 1.38” EMCOD MLE-UD electronic driver with wiring compartment.

DELV60124DJBX 60W 0-10V 0.1% IP65 120-277V /
24V
UL Class 2 12.1” X 2.4” X 1.4” Magnitude SOLIDrive electronic driver with built in junction box.

DMLE961242UD 96W MLV / ELV /
0-10V / TRIAC
10% NEMA3R 120-277V /
24V
UL Class 2 5.16” X 7.73” X 1.54” EMCOD MLE-UD electronic driver with wiring compartment.

DELV96124DJBX 96W 0-10V 0.1% IP65 120-277V /
24V
UL Class 2 12.1” X 2.4” X 1.4” Magnitude SOLIDrive electronic driver with built in junction box.

DMLE1922242UD 2X96W MLV / ELV /
0-10V / TRIAC
10% NEMA3R 120-277V /
24V
UL Class 2 5.04” X 10.94” X 1.81” EMCOD MLE-UD electronic driver with wiring compartment.

DMLE2882242UD 3X96W MLV / ELV /
0-10V / TRIAC
10% NEMA3R 120-277V /
24V
UL Class 2 5.04” X 10.94” X 1.81” EMCOD MLE-UD electronic driver with wiring compartment.

Part No. Wattage Control Dim Range Rating In / Out
Voltage
Certification Dimensions
(Standalone)
Description
DELV30124D 30W 0-10V 0.1% IP65 120-277V /
24V
UR Class 2 7.5” X 2.4” X 1.4” Magnitude SOLIDrive electronic standalone driver. UL listed
enclosure provided by others.

DELV60124D 60W 0-10V 0.1% IP65 120-277V /
24V
UR Class 2 7.5” X 2.4” X 1.4” Magnitude SOLIDrive electronic standalone driver. UL listed
enclosure provided by others.

DELV96124D 96W 0-10V 0.1% IP65 120-277V /
24V
UR Class 2 7.5” X 2.4” X 1.4” Magnitude SOLIDrive electronic standalone driver. UL listed
enclosure provided by others.

ENCLOSURE

STANDALONE
9 - POWER SUPPLY (REQUIRED)

MAX CABLE DISTANCE
Fixture
Wattage
No.

Fixtures Load 18 AWG 16 AWG 14 AWG 12 AWG
7W
3 ≤21W 55ft 85ft 140ft 220ft
6 ≤42W 31ft 50ft 80ft 125ft
10 ≤70W 19ft 30ft 48ft 75ft
*Voltage drop calculations are based on 3% max drop to last fixture in run for load and distances below

JUPITER
Targetti USA 3F Filippi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 05.23.24 pg. 7 of 8

SPOT ASYMMETRIC LOUVER

PHOTOMETRY

IES FILES WATTAGE AND EFFICIENCY CALCULATIONS BASED WITH SUPPLIED DRIVER

FLOOD ASYMMETRIC LOUVER

WIDE FLOOD ASYMMETRIC LOUVER
ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 E-9.04

LIGHTING FIXTURE
CUTSHEETS E9.13
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2470 of 2588 ends

JUPITER MINI
Targetti USA 3F Filippi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 05.23.24 pg. 8 of 8

PHOTOMETRY

FLOOD HONEYCOMB LOUVER

SPOT HONEYCOMB LOUVER

WIDE FLOOD HONEYCOMB LOUVER

JUPITER MINI
Targetti USA 3F Filippi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 05.23.24 pg. 2 of 8

SPECIFICATION INFORMATION
1 2 3 4
JM
Ex: JMRSPL12724SSLV / DMLE301242UD / 1US3176S
1 - PRODUCT CODE 2 - DRIVER 3 - OPTIC 4 - WATTAGE 5 - KELVIN 6 - VOLTAGE 7 - TRIM 8 - OPTICAL ACCESSORY JM — JUPITER MINI R — Remote Driver SP — SP L1 — 3W 27 — 2700K 24 — 24VDC SS — Natural __ — No Accessory FL — FL 30 — 3000K BZ — Bronze PVD LVC, D — Honeycomb Louver WF — WFL 35 — 3500K BK — Black PVD ASC, D— Asymmetric Louver DV — Direct View 40 — 4000K
5 6 7 8 9 10 11
/ /
9 - POWER SUPPLY 10 - INSTALLATION 11 - INSTALLATION ACCESSORIES Power Supply
See section for details
2” Installation Sleeve See section for detailsSleeve mounting HUB See section for details
3” Installation Sleeve
See section for details
Installation J-box
See section for details
6” Installation Sleeve
See section for details
9” Installation Sleeve
See section for details
C Not compatible with DV optic.

D Optical accessories are factory pre-installed integral to the fixture.

OPTIC VERSIONS

FINISHES

BLACK PVD BRONZE PVD NATURAL

OPTIONAL REQUIRED OPTIONAL

NO OPTIC ACCESSORY INTEGRAL HONEYCOMB LOUVER INTEGRAL ASYMMETRIC LOUVER DIRECT VIEW

JUPITER MINI
Targetti USA 3F Filippi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 05.23.24 pg. 1 of 8 JUPITER MINI shown in brushed natural finish.

Professional Compact Inground LED Fixture

CONCEPT
Miniature recessed LED fixture.

ELECTRICAL CHARACTERISTICS
Power Supply Remote Class 2 120V-277V AC power supply required, see available options.

Wattage 3W
Voltage 24V DC
SOURCE
High efficiency LED Chip on Board.

OPTIC
Precision optic system with PMMA lenses for the spot, flood and wide flood versions with a light cut system integrated into the front glass.

TM30 CCT (Nominal) CRI Rf Rg SDCM
2700K 90 92 99 2
3000K 90 92 101 2
3500K 90 90 98 2
4000K 90 90 98 2
Efficacy 40Lm/W max. Refer to photometric graphs for specific values.

Lifetime L80/B10 >100,000hrs at max Tq +25ºC
Photobiological
Classification
Low risk safety RG1
Beam SP
19º
FL
24º
WFL
32º
Delivered Lumens 2700K 94Lm 88Lm 86Lm
Data represents max
output version only,
refer to photometry
section for all fixture
variations.
3000K 101Lm 95Lm 93Lm
4000K 108Lm 102Lm 101Lm
For 3500K lumen values use multiplier of 1.02 from 3000K. WARRANTY 5 year limited warranty
A Fixture body complete with marine grade cataphoresis suitable for use in marine grade environments.

Stainless steel trim will need to be maintained and cleaned regularly to avoid mineral deposits. Not to be in direct contact with salt or corrosive agents for extended periods of time.

B Temporary immersion up to 24 hours at a max depth of 2 meters. Installation of fixture requires proper drainage to prevent any standing water. Should not be used for permanent submersion.

CERTIFICATIONS
cULus Class 2 Wet Location Listed E479873.

Tested in accordance with LM-79-08.

Compliant for California installations.

RoHS3 EU 215/863

MECHANICAL CHARACTERISTICS
Housing 2.00”Dia. X 1.50”H
Materials Milled anodized aluminum marine grade cataphoresisA body with Passive cooling system. AISI316L stainless steel trim ring with beveled edge and extra clear glass lens.

Finish Brushed Natural Bronze PVD* Black PVD*
*Physical Vapor Deposition.

Power
Connection
Pre-cabled with 2ft direct burial 18ga 2 conductor cable for connection to remote power supply.

Mounting Semi-flush recessed ingrade / surface wall mounting installation sleeve required, see available options.

Weight 0.33lbs
Protection IP68B / IP69K
Impact IK10
Load Resistant to static loads up to 4,496lbs in flush mounted cement and pavement installations.

O.D. Ø 2.00”
A
O.D. Ø 1.50”

0.10”

1.45”

1.53”

2.20”
Ø 0.2”
IP69K

SUSTAINABILITY
Luminaire designed for disposal/recycling at end-of-life. Replaceable LED light source and control gear by a Targetti technician.

Ø 1.00”
LIGHTING FIXTURE TYPE ZC1 E9-9.01 01 NTSLIGHTING FIXTURE TYPE ZN1-A E9-9.02 01 NTS LIGHTING FIXTURE TYPE ZU2 E-9.05 01 NTS E-9.05

LIGHTING FIXTURE

CUTSHEETS
LIGHTING FIXTURE TYPE ZU3
E-9.05 03 NTS

JUPITER MINI
Targetti USA 3F Filippi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 05.23.24 pg. 3 of 8 9 - POWER SUPPLY (REQUIRED)
MAX FIXTURES PER DRIVER Fixture Wattage
Driver Wattage
30W 60W 96W 2X96W 3X96W
3W 8 16 25 25+25 25+25+25
Part No. Wattage Control Dim Range Rating In / Out
Voltage
Certification Dimensions
(Enclosure)
Description
DMLE301242UD 30W MLV / ELV /
0-10V / TRIAC
1% NEMA3R 120-277V /
24V
UL Class 2 4.47” X 6.79” X 1.38” EMCOD MLE-UD electronic driver with wiring compartment.

DELV30124DJBX 30W 0-10V 10% IP65 120-277V /
24V
UL Class 2 12.1” X 2.4” X 1.4” Magnitude SOLIDrive electronic driver with built in junction box.

DMLE601242UD 60W MLV / ELV /
0-10V / TRIAC
1% NEMA3R 120-277V /
24V
UL Class 2 4.47” X 6.79” X 1.38” EMCOD MLE-UD electronic driver with wiring compartment.

DELV60124DJBX 60W 0-10V 10% IP65 120-277V /
24V
UL Class 2 12.1” X 2.4” X 1.4” Magnitude SOLIDrive electronic driver with built in junction box.

DMLE961242UD 96W MLV / ELV /
0-10V / TRIAC
1% NEMA3R 120-277V /
24V
UL Class 2 5.16” X 7.73” X 1.54” EMCOD MLE-UD electronic driver with wiring compartment.

DELV96124DJBX 96W 0-10V 10% IP65 120-277V /
24V
UL Class 2 12.1” X 2.4” X 1.4” Magnitude SOLIDrive electronic driver with built in junction box.

DMLE1922242UD 2X96W MLV / ELV /
0-10V / TRIAC
1% NEMA3R 120-277V /
24V
UL Class 2 5.04” X 10.94” X 1.81” EMCOD MLE-UD electronic driver with wiring compartment.

DMLE2882242UD 3X96W MLV / ELV /
0-10V / TRIAC
1% NEMA3R 120-277V /
24V
UL Class 2 5.04” X 10.94” X 1.81” EMCOD MLE-UD electronic driver with wiring compartment.

Part No. Wattage Control Dim Range Rating In / Out
Voltage
Certification Dimensions
(Standalone)
Description
DELV30124D 30W 0-10V 10% IP65 120-277V /
24V
UR Class 2 7.5” X 2.4” X 1.4” Magnitude SOLIDrive electronic standalone driver. UL listed
enclosure provided by others.

DELV60124D 60W 0-10V 10% IP65 120-277V /
24V
UR Class 2 7.5” X 2.4” X 1.4” Magnitude SOLIDrive electronic standalone driver. UL listed
enclosure provided by others.

DELV96124D 96W 0-10V 10% IP65 120-277V /
24V
UR Class 2 7.5” X 2.4” X 1.4” Magnitude SOLIDrive electronic standalone driver. UL listed
enclosure provided by others.

ENCLOSURE

STANDALONE

KEPLERO MINI HIGH EFFICACY
Targetti USA 3F Fillipi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 06.01.23 pg. 1 of 9 KEPLERO® Mini HE with brushed natural trim and clear lens Professional Inground LED Fixture

CONCEPT
Compact high performance inground for even illumination with maximum efficiency.

WARRANTY
5 year limited warranty.

A Fixture body complete with marine grade cataphoresis suitable for use in marine grade environments.

Stainless steel trim will need to be maintained and cleaned regularly to avoid mineral deposits. Not to be in direct contact with salt or corrosive agents for extended periods of time.

B Temporary immersion up to 24 hours at a max depth of 2 meters. Installation of fixture requires proper drainage to prevent any standing water. Should not be used for permanent submersion.

CERTIFICATIONS
cULus Wet Location Listed.

Tested in accordance with LM-79-08.

Compliant for California installations.

IEC 62471
RoHS3 EU 215/863

ELECTRICAL CHARACTERISTICS
Power Supply Integral 4/1 smart driver (Non-Dimmable / 0-10V / Reverse Phase / Forward Phase).

Wattage 14W
Voltage Universal Voltage 120-277V AC 50/60Hz MECHANICAL CHARACTERISTICS Housing 8”H x 6.34”Dia. Housing.

Materials Anodized marine grade cataphoresis A die-cast aluminum heat sink body with PVC installation sleeve. AISI316L stainless steel trim ring with beveled edge with extra clear glass lens.

Finish Brushed Natural Bronze PVD* Black PVD*
*Physical Vapor Deposition.

Power
Connection
Provided with 4ft SJ00W 16-6 cable and DSMT anti-wicking quick disconnect to direct burial brass ingrade j-box (required, sold separately).

Functionality Adjustable +/-20° on the vertical axis and rotated 355° on the horizontal axis with friction locking mechanism.

Mounting Flush, semi-flush or raised tube mountings. Installation sleeve for flush or semi-flush mountings includes optional stainless steel ‘L’ brackets for additional mounting support. Fixture equipped with fastening holes and stainless steel screws for attachment into installation sleeve assembly.

Weight 2.43lbs
Protection IP68B / IP69K
Impact IK10
Load Resistant to static loads up to 4,496lbs in flush mounted cement and pavement installations.

SOURCE
High efficiency LED Chip on Board.

OPTIC
Highly reflective metallic polycarbonate optic.

Beam SP 11º FL 18º MWFL 40º
Delivered Lumens 3000K 1387Lm 1397Lm 1384Lm
4000K 1423Lm 1434Lm 1420Lm
For 2700K lumen values use multiplier of 0.96 from 3000K. For 3500K lumen values use multiplier of 1.02 from 3000K.

Efficacy 102Lm/W max. Refer to photometric graphs for specific values.

Lifetime L92/B10 30,000hrs at max TA +25ºC
L90/B10 50,000hrs at max TA +25ºC
Photobiological
Classification
Low risk safety RG1
A
IP69K
355°
Ø 6.34”

8.00”
+/- 20°
355º
TM30 CCT (Nominal) CRI Rf Rg SDCM
2700K 80 82 96 2
3000K 80 83 96 2
3500K 80 83 95 2
4000K 80 82 95 2
Ra90 available upon request

SUSTAINABILITY
Luminaire designed for disposal/recycling at end-of-life. Replaceable LED light source and control gear by a Targetti technician.

KEPLERO MINI HIGH EFFICACY
Targetti USA 3F Fillipi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 06.01.23 pg. 2 of 9

SPECIFICATION INFORMATION
1 2 3 4
KPLM
Ex: KPLM41HESPL227 / 1E2525 / 1DU2521 / 1DU2530
1 - PRODUCT CODE 2 - DRIVER 3 - TYPE 4 - OPTICS 5 - WATTAGE 6 - KELVIN KPLM — KEPLERO MINI 41 – 4/1 Smart Dimming
(Non-Dimming / 0-10V /
Reverse Phase / Forward
Phase)
HE – High Efficacy SP — SP 11° L2 — 14W 27 — 2700K
FL — FL 18° 30 — 3000K
MF — MWFL 40° 35 — 3500K
40 — 4000K
5 6 7 8 9 10

REQUIRED
/ / /

OPTIONAL
7 - TRIM 8 - INSTALLATION 9 - INSTALLATION ACCESSORIES 10 - OPTICAL ACCESSORIES Round Trim Ring
See section for details
Flush Mount Sleeve
See section for details
Torx Key
See section for details
Holder Ring
See section for details
Square Trim Ring
See section for details
Raised Tube
See section for details
Fixture Removal Tool
See section for details
Blade of Light Linear Spread Lens
See section for details
Junction Box
See section for details
Glass Removal Tool
See section for details
Blade of Light Linear Spread Lens
See section for details
Anti Glare Honeycomb Louver
See section for details
Half Moon Anti Glare Shutter
See section for details
Chromatic Filter
See section for details

KEPLERO MINI HIGH EFFICACY
Targetti USA 3F Fillipi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 06.01.23 pg. 3 of 9 6 - TRIM (REQUIRED)
Round stainless steel (AISI316L) decorative ring with half frosted glass. 10mm thick extra clear protective glass. Silicone gasket. Tamper proof (AISI316L) Torx screws.

Finish Brushed Natural Bronze PVD Black PVD
Part No. 1DU2525E 1DU2525BE 1DU2525KE
Square stainless steel (AISI316L) decorative ring. 10mm thick extra clear protective glass. Silicone gasket. Tamper proof (AISI316L) Torx screws.

Finish Brushed Natural
Part No. 1E2526
Square stainless steel (AISI316L) decorative ring. 10mm thick extra clear protective glass. Silicone gasket. Tamper proof (AISI316L) Torx screws.

Finish Brushed Natural
Part No. 1DU2526E
Square stainless steel (AISI316L) decorative ring. 10mm thick extra clear protective glass. Silicone gasket. Tamper proof (AISI316L) Torx screws.

Finish Brushed Natural
Part No. 1DU2526A
Round stainless steel (AISI316L) decorative ring with anti-slip glass. 10mm thick extra clear protective glass. Silicone gasket. Tamper proof (AISI316L) Torx screws.

Finish Brushed Natural Bronze PVD Black PVD
Part No. 1DU2525A 1DU2525BA 1DU2525KA
Round stainless steel (AISI316L) decorative ring. 10mm thick extra clear protective glass. Silicone gasket. Tamper proof (AISI316L) Torx screws.

Finish Brushed Natural Bronze PVD Black PVD
Part No. 1E2525 1DU2525B 1DU2525K
Ø 6.34” Ø 6.34”
Ø 4.29”
Ø 6.34”
Ø 4.29”
Ø 4.29”

6.50”6.50”

6.50”
Ø 4.29”Ø 4.29”
Ø 4.29”

SQUARE TRIM RING

ROUND TRIM RING

KEPLERO MINI HIGH EFFICACY
Targetti USA 3F Fillipi | Targetti Group Company 750-A W. 17th St. Costa Mesa, CA 92627 (714) 513-1991 targettiusa.com rev. 06.01.23 pg. 9 of 9

PHOTOMETRY
SPOT

MEDIUM WIDE FLOOD
FLOOD
ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 E-9.05

LIGHTING FIXTURE
CUTSHEETS E9.14
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2471 of 2588 ends

Application
This LED wall luminaire has light output in one direction. It is ideal for upward or downward lighting effects for interior and exterior locations.

Arranged individually or in groups, this is a great design element for a host of lighting applications.

Materials
Clear safety glass with white ceramic coating
Marine grade, copper free (≤ 0.3% copper content) A360.0 aluminum alloy High temperature silicone gasket
Mechanically captive stainless steel fasteners
Silicone applied robotically to casting, plasma treated for increased adhesion
NRTL listed to North American Standards, suitable for wet locations Protection class IP 64
Weight: 3.1 lbs.

Electrical
Operating voltage 120-277VAC
Minimum start temperature -30° C
LED module wattage 5.8 W
System wattage 8.0 W
Controllability 0-10V dimmable
Color rendering index Ra > 90
Luminaire lumens 366 lm
LED service life (L70) 60000 hrs
LED color temperature
4000K (K4)
3500K (K35)
3000K (K3)
2700K (K27)
BEGA can supply you with suitable LED replacement modules for up to 20 years after the purchase of LED luminaires - see website for details Finish
All BEGA standard finishes are matte, textured powder coat with minimum 3 mil thickness. BEGA Unidure® finish, a fluoropolymer technology, provides superior fade protection in Black, Bronze, and Silver. BEGA standard White is a super durable polyester powder. Optionally available RAL and custom color finishes provided in either polyester powder or liquid paint.

Available colors
Black (BLK) Bronze (BRZ)
Silver (SLV) White (WHT)
RAL: CUS:

Wall luminaire · Light emission on one side
BEGA 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 [email protected] Due to the dynamic nature of lighting products and the associated technologies, luminaire data on this sheet is subject to change at the discretion of BEGA North America. For the most current technical data, please refer to bega-us .com © copyright BEGA 2024
Type:

BEGA Product:

Project:

Modified:

Available options
CUS Custom finish
MGU Marine grade undercoat
RAL RAL finish
Included (available for pre-shipment)
B19537 Narrow opening wiring box
Wall luminaire · Light emission on one side

LED A B C
B33329 5.8 W 113
/4 21/8 43/4
Updated 08/02/24
LIGHTING FIXTURE TYPE ZC1 E9-9.01 01 NTSLIGHTING FIXTURE TYPE ZN1-A E9-9.02 01 NTS
LIGHTING FIXTURE TYPE ZW1
E-9.06 01 NTS E-9.06

LIGHTING FIXTURE

CUTSHEETS
LIGHTING FIXTURE TYPE ZW2
E-9.06 03 NTS
2840 N Brookfield Rd, Suite 3
Brookfield, WI 53045
PH: 262.505.5124
[email protected] www.kIikusa.com
ETL listed
UL 1598/CSA 22.2; CE
Weatherproof Rating:

IP65
Wet location rated
Impact resistance:

IK10
Wildlife friendly
LED Operating Temp:
-40ºF – 160ºF
3G Vibration
per MIL-STD-810G
BABA Compliant
[Add Prefix ‘BA-‘ to fixture code]

DESCRIPTION
A sleek, surface-mounted minimalist LED sconce that is discreet and easy to install. Suitable for a wide range of exterior and interior surfaces, including railing stanchions, posts, walls, awnings, canopies, and trellises. Offered in both asymmetric and symmetric designs with various lens options available.

HOUSING
The product features an IP65 and IK10 rated brushed 316 stainless steel body, designed with options for either a flat or curved mounting plate, ideal for variety of round posts or surfaces. It is also available in a range of powder-coated colors.

MOUNTING
Brushed 316 stainless steel mounting plate with either a flat or curved mounting surface plate.
• Allow 3/8” in post for power entry
• Can suit the following round post diameter sizes:

Ø1.50” [38mm]
Ø1.66” [42mm]
Ø1.90” [48mm]

ELECTRICAL/LED DRIVER
• Input Voltage: 24 VDC
• Primary Driver: KLIK provided Class II, 110 - 277 VAC UL Listed Constant Voltage
• Secondary Driver: 350 - 700mA Constant Current
(provided with fixture)
• Control: 0-10V, DMX [not individually addressable]
• Enclosures: [see details below]
• Wire connectors provided; factory pre-wire available, consult factory

LISTINGS
• ETL listed, UL 1598/CSA 22.2; CE
• cETL
• IP65 [wet location]
• All IP rated luminaires tested to AS60529-2004 Degrees of protection provided by enclosures (IP Code)
• IK08 or IK10 Impact Resistant
• Class 2 Device
• International Dark Sky Certified
[Color temperature must be Amber or <3000K]
C
IK
65 * All IP rated luminaires tested to AS60529-2004 Degrees of protection provided by enclosures (IP Code)
Project Name: ............................................................................................................................................................................

Specifier: .............................................................................................................................................................................................

Fixture Type: ................................................................................................................................................................................

Location: ..............................................................................................................................................................................................

Rep Agency: ..................................................................................................................................................................................

Product Code: ...........................................................................................................................................................................

KLIK MISTIKTM 023 Rectangle
International Dark Sky Association Certified Amber ≤ 3000K 10 MISTIK 028 R1.0 09.27.2024
Asymmetrical
90º beam
Symmetrical
120º beam
Post Diameter
Ø1.50” [38mm] Ø1.66” [42mm] Ø1.90” [48mm]

2.05”

1.50”

2.36”
2840 N Brookfield Rd, Suite 3
Brookfield, WI 53045
PH: 262.505.5124
[email protected] www.kIikusa.com
KLIK MISTIKTM 023 Rectangle

LED PERFORMANCE
LED: Cree XT-E
CCT: 2700, 3000, 4000 (others available)
CRI: 80-85
Life: 80% at 50k hrs and 85°C
Binning: 3 MacAdam Steps
Warranty: 5 Year Warranty
Outputs based on 3000K SYMMETRICAL ASYMMETRICAL
W mA V Delivered Lumens

1.4 350 3 135 87

1.9 500 3 197 133

2.7 700 3 258 175
SPECIFICATION TABLE Follow the steps to specify your fixture. Enter Product Code in field at top of page. Example: MKCY30KA500FL Fixture
Type Color Temp [K] Distribution Output [W] Optic Lens Options Housing Options Mounting Control MKRC 22K 2200K A Asymmetric 350 350mA 1.5W - Flood [Std] - Clear Lens [Std] - 316 Brushed Stainless Steel FL Flat Surface - 0-10V Dim 27K 2700K S Symmetric 500 500mA 1.95W [Std] FRS Opaque frost DUL Dulux Colors - Request Guide P38 1.5" OD Post DMX1 DMX 1 Ch 30K 3000K 700 700mA 2.7W OTK Optical filter RAL RAL # P42 1.66" OD Post DMX4 DMX 4 Ch 35K 3500K P48 1.90" OD Post PH Phase Dim
40K 4000K
AMB FWC Amber
PCA Phosphor converted Amber
R Red
G Green
B Blue

REMOTE MOUNTING DISTANCE CHART
24 VDC 100W Driver Approx. distance from driver to first LED at 32 fixtures Wire Size 10 AWG 12 AWG 14 AWG 16 AWG
Distance 525’ 328’ 213’ 131’
Calculations based on 2’ centers between pods. Increased spacing reduces number of pods per circuit.

PRIMARY DRIVER
110 - 277 Primary Voltage
Remotely Mounted
Dimming Control
10” x 1.5” x 2”
Secondary
LED Driver Spacing Maximum KLIK
LEDpods™*
700mA 24” 30
500mA 24” 37
350mA 24” 50
*Based on 16 AWG between LEDpods
REMOTE POWER SUPPLIES [PSUs]
LP040WPRITRNDIMIP Class 2; 40W; 0-10 Dim Constant Voltage Remote PSU [IP67 (Temp Submersion) Rated; -40°C ~ +85°C] LP096WPRITRNDIM Class 2, 96W, 0-10 Dim Constant Voltage Remote PSU [IP67 (Temp Submersion) Rated; -40°C ~ +80°C] LP100WPRITRNDIM Class 2, 96W, 0-10 Dim Constant Voltage Remote PSU [IP64 (Damp Location) Rated; -25°C ~ +40°C] LPQZ96WUNV24VPH010 Class 2, 96W, Phase or 0-10 Dim Constant Voltage Remote PSU [IP66 (Wet Location) Rated; -40°C ~ +60°C] LPQZ96WUNV24VDMX1CH Class 2, 96W, 8-Bit DMX Dim Constant Voltage Remote PSU [IP66 (Wet Location) Rated; -40°C ~ +60°C] LPQZ96WUNV24VDMX4CH Class 2, 96W, 8-Bit DMX Dim Constant Voltage Remote PSU [IP66 (Wet Location) Rated; -40°C ~ +60°C]

REMOTE NEMA ENCLOSURES
LPNEMA2RENCLJR NEMA2 INDOOR enclosure for LP100WPRITRNDIM, 12 x 3.3 x 2 LPNEMA3RENCLJR NEMA3R Drip Proof Enclosure, 4 x 4 x 12 [IP24 Equivalent] LPNEMA3RXENCLSS NEMA3 304 Lockable Stainless Steel Drip Proof Enclosure 4 x 4 x 12 [IP24 Equivalent] LPNEMA4ENCLJR NEMA4 Watertight Enclosure, 6 x 4 x 12 [IP66 Equivalent]; NEMA4X LPNEMA4XENCLSSJR NEMA4 304 Lockable Stainless Steel Watertight Enclosure 6 x 4 x 12 [IP66 Equivalent] NEMA4X LPNEMA6PTRO NEMA6 Watertight Enclosure Wiring Trough, 2 x 3 x 14 [IP68 Equivalent] Additional driver & enclosure configurations available, including IP68 options Please note the KLIK UL Listing requires purchase of a remote driver and enclosure. 2840 N Brookfield Rd, Suite 3
Brookfield, WI 53045
PH: 262.505.5124
[email protected] www.kIikusa.com
Suitable IP
connection
by installer

0.98"

1.49"

2.76"3.15"
Use # 8 fastener
Allow 3/8"
in post for
Power entry
24VDC Red +
24VDC Black -
SELV Power Supply
24VDC
Dimming
optional
240V
AC
Mains
INSTALLATION INSTRUCTIONS Additional instructions may apply, consult factory. Hardware by others.

MISTIK OPTIONS
KLIK MISTIKTM 023 Rectangle
1 2 3 4
ENTITLEMENT SUBMITTAL #1 ENTITLEMENT SUBMITTAL #2 05/09/2024 08/23/2024 ENTITLEMENT SUBMITTAL #3 12/19/2024 E-9.06

LIGHTING FIXTURE
CUTSHEETS E9.15
ENTITLEMENT SUBMITTAL #4 02/10/2025
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2472 of 2588 ends

March 18, 2025
Mills Crossing
RE: Pedestrian Plan Exceptions Request
Mills Crossing is a City-owned, City-operated project that has been programmed and designed with years of input and feedback from the community, City staff, and City Council. The Mills Crossing Pedestrian Plan submitted as part of this entitlements package reflects the design intent for the public spaces established by City Council and takes into account operational input from City staff who will be responsible for maintaining the Project as healthy, clean, efficient, and safe public spaces.

FIGURE 1. MILLS CROSSING PEDESTRIAN PLAN
See Sheet L8.10 in Entitlements Package
Mills Crossing provides two pedestrian oriented spaces: (1) a 20,000 SF plaza and (2) an 8,400 SF project green as illustrated above. The pedestrian plan in some cases deviates from City code and this memo outlines the justification for these exceptions. At a high level, the open space and related pedestrian plan as part of Mills Crossing has been designed with the following guiding principles:

TABLE 1. MILLS CROSSING OPEN SPACE DESIGN PRINCIPLES
1 Design Intent per City
Council Feedback and
Approval
Per Council guidance and community input, the public spaces are meant to promote a flexible array of gatherings, play, and events serving the public. As one of the City’s few true transit-oriented site that calls for a greater degree of density than is typical throughout the City, the relatively compact open spaces are meant to provide an open air feel with ample greenery, lawns, and pathways that can be flexibly programmed for both small and large events (e.g., farmers markets, summer outdoor film series, daytime food and beverage oriented festivals, etc.) and community play and/or relaxation (e.g., blankets on lawns) unobstructed by permanent obstacles.

ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution

Page 2473 of 2588 ends

Rancho Cordova City CouncilJune 2, 2025

Rancho Cordova City Council
June 2, 2025