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1. Response to Comments from Karl Haas, dated June 7, 2024. 1-1 The commenter requests the removal of parking in the grove and the addition of a playground with an interactive water feature, electrical vehicle charging, and bicycle parking.
See Section 3.3, Revisions to the Project Description, which changes the project description and includes a bioretention basin, electrical vehicle charging stations, and bicycle parking. As this comment does not raise significant environmental issues or describe any inadequacies of the DEIR, no changes to the DEIR are necessary.
1-2 The commenter likes the idea of an entrance on Folsom Boulevard, which might result in a traffic-calming effect.
Automobile delay, as described by level of service (LOS) or other measurements of vehicular capacity or traffic congestion, is no longer considered a significant impact under CEQA. However, the project’s compliance with General Plan Circulation Element Policies related to traffic are discussed on pages 8-9 to 8-10 of the DEIR.
This comment is noted for the record and will be forwarded to the project’s decision makers for review and consideration. As this comment does not raise significant environmental issues or describe any inadequacies of the DEIR, no changes to the DEIR are necessary.
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LETTER 2 – Larry (1 page)
ITEM 11.1. ATTACHMENT 4
From: Stefan Heisler
To: Megan Siren
Cc: Kristine Courdy; Edgar Medina
Subject: RE: VM - Mills Crossing
Date: Friday, June 7, 2024 3:04:00 PM
Attachments: image001.jpg
Thanks Megan,
He is the owner(?) of 5 Star Auto Sales on Folsom Blvd on the next block west from Mills Crossing. He was excited to hear about the development and asked when it would be completed. He’s looking forward to the additional improvement it will bring to the neighborhood and positive economic impacts.
Sincerely,
Stefan
916-851-8757
From: Megan Siren
Sent: Friday, June 7, 2024 2:32 PM
To: Stefan Heisler <[email protected]>
Subject: VM - Mills Crossing
Stefan:
Could you call this gentlemen back? He left a VM and was curious about Mills Crossing: Yes, hello, how are you doing? My name is Larry. Please give me a call back at .
I'm curious about the project that you guys are developing over here on Folsom Boulevard in La Loma. Please call me back at . Thank you. Have a nice day.
Thanks,
Megan
2-1
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2. Response to Comments from Larry (no last name provided), dated June 7, 2024. 2-1 The commenter expressed their excitement about the Mills Crossing development and asked when the project would be completed. The commenter is looking forward to the additional improvements and positive economic impacts it would bring to the neighborhood.
This comment is noted for the record and will be forwarded to the project’s decision makers for review and consideration. As this comment does not raise significant environmental issues or describe any inadequacies of the DEIR, no changes to the DEIR are necessary.
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3. Corrections, Clarifications, and Additions to the
DEIR
3.1 INTRODUCTION
This section contains revisions to the DEIR based on (1) additional or revised information or clarifications generated in response to information or concerns raised by a specific comment, or independently by the City; (2) applicable updated information that was not available at the time of DEIR publication; and/or (3) typographical errors. Changes made to the DEIR are identified here in strikeout text to indicate deletions and in underlined text to signify additions.
These corrections, clarifications, and additions to the DEIR are provided to clarify and amplify the DEIR. The revisions incorporate material and updates added to the EIR text as part of the FEIR. None of this new material constitutes “significant new information” requiring recirculation as defined in Section 15088.5(a) of the State CEQA Guidelines. Specifically, the following criteria are not met:
1. A new significant environmental impact would result from the project or from a new mitigation measure proposed to be implemented.
2. A substantial increase in the severity of an environmental impact would result unless mitigation measures are adopted that reduce the impact to a level of insignificance.
3. A feasible project alternative or mitigation measure considerably different from others previously analyzed would clearly lessen the significant environmental impacts of the project, but the project’s proponents decline to adopt it.
4. The draft EIR was so fundamentally and basically inadequate and conclusory in nature that meaningful public review and comment were precluded.
The revised site plan would change the parking structure to three surface parking lots. The revised site plan would include up to approximately 140,000 square feet of nonresidential uses, which is the same amount of nonresidential building space analyzed in the DEIR. The open space for the revised site plan would be approximately 28,400 square feet and would be publicly accessible. Currently, the project is occupied by paved areas with patches of vegetation. No parks or recreation facilities exist on the project site.
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3.2 REVISIONS TO THE DEIR IN RESPONSE TO COMMENTS
The text on page 3-12, Chapter 3, Project Description, under the heading “Intended Uses of the DEIR,” has been revised in response to Comment A-1 from Department of Toxic Substances Control, dated July 10, 2024.
3.4 INTENDED USES OF THE DEIR
This Draft EIR (EIR) is a project EIR that examines the environmental impacts of the proposed project. This DEIR also addresses various actions by the City and others to adopt and implement the proposed project. This DEIR intends to evaluate the environmental impacts of the proposed project, thereby enabling the City of Rancho Cordova, other responsible agencies, and interested parties to make informed decisions with respect to the requested entitlements. The anticipated approvals required for this project are:
Lead Agency Action
City of Rancho Cordova City Council
Development Agreement
Specific Plan Zoning Amendment
Zoning Amendment
Tentative Subdivision Map
Site Plan Approval
Development Agreement
Major Design Review
Building Permit
Certify EIR and Adopt Mitigation Monitoring and Reporting Program Responsible Agencies Action
Central Valley Regional Water Quality Control
Board
Issuance of National Pollutant Discharge Elimination System (NPDES) Permit Issuance of Construction Permit
The text on page 5.12-3, Section 5.12, Recreation, under the heading “Existing Conditions,” has been revised in response to Comment C-3 from Cordova Recreation and Park District, dated July 29, 2024.
5.12.1.2 EXISTING CONDITIONS
The CRPD has the primary responsibility for providing and maintaining recreation facilities and services. Table
5.12-1, CRPD’s Parks and Recreation Facilities, shows the locations, acreages, and amenities of these facilities.
As shown in Table 5.12-1, there are a total of 332 park and recreational facilities with a total of 358.5 295.5 acres (CRPD 2012, 2023b). CRPD also anticipates future park development of Exploration Park, Goldrush Park, Gantline 208/Arista Del Sol Community Park, Hummingbird Park, W. H. Williamson Park, Federspiel Park Walkway Improvement, and Rosemont Community Park Sports Courts (CRPD 2023c). CRPD is currently working on a districtwide Optimized Parks, Facilities and Recreation Plan that provides guidance over the next 10 years and began public review in fall of 2022 (CRPD 2023a). CRPD’s standard for dedication of Quimby parkland is 5 acres per 1,000 residents within the city to be devoted to neighborhood and community parks.
Table 5.12-1 shows there are currently 358.5 295.5 acres of available recreation facilities. According to the Department of Finance’s estimates, the current population in Rancho Cordova is 80,359 (DOF 2023). Based ITEM 11.1. ATTACHMENT 4
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on existing population and parkland, the City needs approximately 401.8 acres of parkland to accommodate its current population.
Table 5.12-2 CRPD’s Parks and Recreation Facilities
Facility Name Acres Location Amenities
31 White Rock Community
Park 14 10488 White Rock Rd.Rancho Cordova, CA 95670
2 basketball courts, 2 BBQs, multiuse fields, open grass area, pavilion, 4 picnic areas, playground, rental available, restrooms, soccer field, tennis court
32 White Rock Splash Park 0.53 10488 White Rock Rd.
Rancho Cordova, CA 95670
drinking fountain, open grass area, parking lot, 2 picnic areas, restrooms, showers, spray park, 2 water slides
33 Linear park corridors
Villages of Zinfandel
development
63 Villages Of Zinfandel Rancho
Cordova, CA 95670 linear park corridors
Total 295.5
358.5
Sources: CRPD 2012, 2023b.
The text on page 5.14-5, Section 5.14, Utilities and Service System, under Impact 5.14-1, has been revised in response to Comment D-2 from Sacramento Area Sewer District, dated July 19, 2024.
The wastewater generated by the project would be less than 0.01 percent of a 10 mgd flow capacity. This flow represents an even smaller fraction of the 181 mgd capacity of the SRWTP. Therefore, existing utility infrastructure, including the interceptor sewer line on Folsom Boulevard and the SRWTP would have sufficient capacity to accommodate the wastewater flows that the project is estimated to generate.
The proposed project would need to comply with Section 15.04.070, Permits, of the City’s Municipal Code, which states that public sewers cannot be used without obtaining the permits required by this section; therefore, the proposed project would need to go through the City’s Municipal Code before connection to a public sewer such as SacSewer.
Level of Significance Before Mitigation: Impact 5.14-1 would be less than significant.
Mitigation Measures
No mitigation measures are required.
Level of Significance After Mitigation: Impact 5.14-1 would be less than significant.
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The text on page 5.14-2, Section 5.14, Utilities and Service System, under the heading “Local Regulations,” has been revised in response to Comment D-3 from Sacramento Area Sewer District, dated July 19, 2024.
Local Regulations
SacSewer Ordinances
Collection Ordinance
The Collection Ordinance defines uniform requirements for the design, construction, and use of the sewage collection system. It establishes provisions for the enforcement of these requirements and sets penalties for non-compliance. The ordinance clarifies the responsibilities for the maintenance of the sewer collection system.
It also establishes the rates and fees for users of SacSewer’s facilities to cover the costs of system operation and maintenance.
Treatment and Resource Recovery Ordinance
The Treatment and Resource Recovery Ordinance establishes requirements for the use of SacSewer’s sewage treatment and resource recovery system, ensuring compliance with environmental and health standards. It outlines enforcement provisions, including penalties for violations, and sets rates and fees for users to cover the costs of treatment, resource recovery, and system maintenance.
Sacramento Regional Wastewater Treatment Plant 2020 Master Plan SRWTP’s 2020 Master Plan provides a phased program of recommended wastewater treatment facilities and management programs to accommodate planned growth and to meet existing and anticipated regulatory requirements through the year 2020. The master plan addresses both public health and environmental protection issues while providing reliable service at affordable rates for Regional San customers. The key goals of the master plan are to provide sufficient capacity to meet growth projections and an orderly expansion of SRWTP facilities, comply with applicable water quality standards, and provide for the most cost-effective facilities and programs from a watershed perspective, as described in Chapter 2, Master Planning Goals, Objectives, Planning Assumptions, and Regulatory Requirements, of the 2020 Master Plan (Regional San 2008).
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3.3 REVISIONS TO THE PROJECT DESCRIPTION
The following text and figures have been revised to reflect the updated entitlement package received on September 13, 2024. Only Chapter 3, Project Description, of the DEIR is being updated to align with the new entitlement; the rest of the DEIR should reference this revised project description for accurate information on the Mills Crossing project, such as the project site boundary, project size, project features, and proposed project land uses.
3.1.1 Project Location
The 9.85-10.34-acre project site encompasses the following Assessor’s Parcel Numbers (APNs): 076-0020-019, -20, -21, -22, 076-0213-013. The project site is located at the corner of Folsom Boulevard and La Loma Drive in the City of Rancho Cordova, Sacramento County. The City of Rancho Cordova is surrounded by unincorporated Sacramento County to the north, south, east, and west (see Figure 3-1, Regional Location).
3.1.2 Project Site History
The project site includes a former dry-cleaning site that operated from 1971 through 2003 located on the northwest portion of the project site (See Figure 5.6-1, Project Remediation Map in Chapter 5.6, Hazards and Hazardous Materials). The project site was found to have elevated levels of tetrachloroethylene (also known as perchloroethylene or “PCE”) found in groundwater. The project site was previously remediated via a soil vapor extraction system from 2010 to 2016 and one groundwater extraction well from 2014 to 2017 (Appendix 5.6- 1). The City of Rancho Cordova bought the property in 2018 and is working on addressing residual PCE in soil vapor that still exceeds screening levels (SWRCB 2024). The 2021 soil vapor data show that PCE concentrations in soil vapor exceed the San Francisco Bay Regional Water Quality Control Board’s Environmental Screening Levels (ESLs) for vapor concentrations in the former dry cleaner area located on the northwest portion of the project site. The PCE concentrations exceeded the residential ESL for vapor intrusion consideration, which corresponds to a carcinogenic risk of 10-6. The City plans to perform additional site remediation including soil and sewer line excavation in the former dry cleaner area and contingency in-situ soil treatment at a deeper depth in the former parking lot area. 1 Section 5.6 provides additional details about potential hazards and hazardous materials at the project site.
3.1.3 Existing and Surrounding Uses
The project site is currently vacant. The project site was previously developed as a commercial shopping center, but all the previous buildings have since been demolished, leaving only the parking lot remaining. A few scattered trees are found in weedy patches within and around the perimeter of the project site. The project site also has a sloping incline located on the northwest portion of the project site on La Loma Drive. The project site is surrounded by residential uses to the north, residential uses and Folsom Lake College/Rancho Cordova to the east, light industrial uses to the south, and commercial and residential uses to the west. Figure 3-2, Aerial 1 The proposed remediation activities have been exempt under State CEQA Guidelines Section 15304(f). This remediation work is not part of the proposed project because it needs to be completed whether or not the proposed project goes forward. Also, the remediation work and should be completed before any approval of the proposed project and prior to construction from the proposed project.
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Photograph (NEW), shows the project site in its local context. Section 4.0, Environmental Setting, includes a more detailed description of the existing environmental setting.
3.1.4 Existing Zoning and Land Use Designations
The project site is zoned Residential Mixed-Use – Folsom Boulevard Specific Plan (RMU [FBSP]). The RMU (FBSP) Zoning District is intended to designate property for the development of medium and high-density housing (between 6.1 and 40 dwelling units per acre) that may incorporate office and/or commercial services.
While the predominant use of the development is residential, the City encourages the vertical and/or horizontal integration of commercial and/or office uses that are compatible with the residential development.
The project site has a land use designation of Residential Mixed-Use (FB-RMU).
3.2 STATEMENT OF OBJECTIVES
Objectives for the Mills Crossing Project will aid decision makers in their review of the project and associated environmental impacts:
1. Provide for a mix of uses onsite by developing residential, commercial, and recreational uses on infill and underutilized parcels near the Mather Field/Mills Station.
2. Increase the City’s housing stock by providing a range of housing density types, including affordable housing.
3. Increase employment opportunities in the City.
4. Improve the jobs-housing balance in the City of Rancho Cordova and provide new housing close to jobs and services.
5. Promote healthy living and physical activity by providing open space areas and opportunities to utilize alternative transportation options available proximate to the site, including the Mather Field/Mills Station.
3.3 PROJECT CHARACTERISTICS
“Project,” as defined by the CEQA Guidelines, means:
... the whole of an action, which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, and that is any of the following: (1)…enactment and amendment of zoning ordinances, and the adoption and amendment of local General Plans or elements thereof pursuant to Government Code Sections 65100–65700. (14 Cal. Code of Reg. § 15378[a])
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Figure 3-2 Aerial Photograph (NEW)
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Figure 3-2 Aerial Photograph
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3.3.1 Description of the City’s General Plan Environmental Impact Report The Environmental Impact Report for the City of Rancho Cordova General Plan (“2006 EIR”) was approved by the Rancho Cordova City Council on June 26, 2006. The 2006 EIR was proposed to replace the General Plan which the City adopted from Sacramento County upon incorporation in July 2003. As indicated in the 2006 EIR, the project site is located in the Folsom Boulevard Planning Area, and a Specific Plan was prepared for this Planning Area after the adoption of the 2006 General Plan.
As indicated above, the project site is zoned RMU (FBSP) which allows between 6.1 and 40 dwelling units per acre. As such, the project site could allow between 2461 units and 161 394units. As the project site is within the Mather Mills Opportunity Site, additional development standards are provided, which indicate that there is no minimum or maximum floor area ratio (FAR) for the project site.
3.3.2 Description of the Proposed Project
The proposed project would include community-commercial buildings, housing, public open space, and parking lots structure. The project would be constructed in phases. Phase 1 would include the construction of nonresidential development (buildings 1, 2, and 3); surface parking lots 1, 2, and 3; open space; and other site improvements. The proposed housing would be constructed in future phases as funding becomes available. In addition, future phases could include revisions to on-site parking (up to a maximum of 325 spaces) and additional non-residential building space on Parcel 5. Figure 3-3, Proposed Parcel Plan (NEW), shows the proposed parcel plan, and Figure 3-43, Conceptual Site Plan (NEW), shows the layout of the proposed uses on the project site. In order to accommodate the proposed uses listed below, the necessary entitlements include:
▪ A Specific Plan Amendment to rezone portions of the Mills Crossing project site area from a Residential Mixed-Use (RMU) zone to a Commercial Mixed-Use (CMU), Medium Density Residential (MDR), and High-Density Residential (HDR) zone. As shown in Figure 3-54, Zoning Option 1, and 3-5, Zoning Option 2, to view shows the potential new updated configuration for the Mills Crossing Project site. Figure 3-54 shows 2.96 acres MDR, 4.79 acres CMU, and 1.09 acres HDR, and Figure 3-5 shows 3.05 acres MDR, 4.79 acres CMU, and 1.0 acres HDR. The remaining RMU areas will be dedicated as a public right of way. (See Section 3.3.3, Project Site Rezone Designation, for more information on the individual zones) ▪ A Tentative Subdivision Map to create between five and nine seven new parcels for the proposed uses. (See Figure 3-3.)
▪ Major Design Review for new construction
Phase 1
Parcel 1
Community-Commercial Buildings
▪ Building 1: Community Commercial Health and Wellness
⚫ Community Health Clinic—up to 30,000 square feet
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⚫ The community-commercial buildings would include Up to 60,000 square feet of uses, and would include the following
⚫ Medical and office building
⚫ Located on 0.7 acres
Parcel 4
▪ Parking Lot 1
⚫ Area: 0.9 acres
⚫ Total parking spaces: 98
• 5 ADA-compliant spaces
• 5 electric vehicle charging stalls
Parcel 2
▪ Located on 1.12 acres
▪ Landscape features: Mix of turf and general planting mix ▪ Building 2: Community Arts Center (Subtotal—
⚫ Up to 45,000 35,000 square feet)
⚫ Flex Theater and Arts Building (black/white/green box)—up to 18,000 square feet ▪ Plaza
⚫ Approximately 20,000 square feet
⚫ 11 short-term bike racks (22 bicycle capacity)
⚫ 9 long-term bike storage
⚫ 1 bike repair work stand
⚫ 19 plaza seating
⚫ 35 modular tables and 4 chairs per table
⚫ 2 waste and recycling receptacles
⚫ 3 electrical power outlets
⚫ Drinking fountain
Parcel 3
▪ Located on 0.65 acres
▪ Building 3: Flex Community Commercial Retail Classrooms and Rehearsal Space—up to 6,000 square feet ⚫ Up to 20,000 square feet
⚫ Events and Meetings Space
⚫ Space for meetings, community and cultural events, banquet, and weddings—up to 15,000square feet ▪ Production/Artist’s Studios—up to 4,000 square feet
▪ Gallery/Exhibits—up to 4,000 square feet
▪ Administrative Space—up to 3,000 square feet
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▪ Commercial Office-Anchor—up to 25,000 square feet
▪ Commercial Office-Shared—up to 10,000 square feet
▪ Flexible Studios 1—up to 5,000 square feet
▪ Flexible Studios 2—up to 7,500 square feet
▪ Commercial Kitchen —up to 5,000 square feet
▪ Commercial-Retail (Subtotal—up to 7,500 square feet)
⚫ Fresh Market, Food and Beverage, Café, Retail—up to 5,000 ⚫ Café—up to 2,500 square feet
Parcel 5
▪ Located on 1.4 acres
▪ Landscape Features: Mix of turf, bio-retention mix, and general planting mix ▪ Parking Lot 2
⚫ Area: 0.9 acres
⚫ Total parking spaces: 38
o 2 ADA-compliant
o 2 electric vehicle stalls
▪ Project Green
⚫ Area: 8,400 square feet
⚫ 10 project green seating
⚫ 2 waste and recycling receptacles
⚫ 2 electrical power outlets
⚫ Bioretention basins
Public Open Space
The proposed project would include up to 2.5 acres of public open space as follows:
▪ Between 1.3 and 1.5 acres of Neighborhood and Community Greens ▪ Between 0.75 and 1.0-acre Approximately 20,000 square feet of Plaza and approximately 8,400 square feet of Project Green Space
Parking Lots Structure
The proposed project would include a three surface parking lots structure with a maximum of between 275 and 325 parking spaces. As noted above, parking lots 1 and 2 are on parcels 4 and 5, respectively. Parking lot 3 is on 0.49 acres in the southeast corner of the project site, as shown on Figure 3-4, Conceptual Site Plan (NEW).
Parking lot 3 would consist of 41 stalls, including 7 compact stalls, 3 ADA stalls, and 2 EV-only stalls. The area proposed to be parking lot 3 is owned by Folsom Lake College and would be leased to the City of Rancho Cordova for the proposed project.
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Internal Circulation and Access
Figure 3-43, Conceptual Site Plan (NEW), shows the conceptual internal roadways and access points into and out of the project site. The project site would be accessible via Folsom Boulevard to the south, La Loma Drive to the west, and El Caprice east of the project site.
Future Phases
Parcel 4
Future phases on Parcel 4 could include enhancements to the on-site parking configuration to add additional spaces (maximum of 325 parking spaces) as the need and funding becomes available.
Parcel 5
Future phases could include the construction of a non-residential building on Parcel 5 (up to 15,000 square feet). Funding, planning, and design details are not yet available for this building, but it is anticipated to be within the total building square footage analyzed in the DEIR.
Parcel 6 and Parcel 7
Future Housing
Future housing would be located on parcel 6, which is 2.94 acres, and parcel 7, which is 1.09 acres. The proposed project would provide up to 120 dwelling units, as follows:
▪ Parcel 6 would provide between 40 and 60 dwelling units ▪ Parcel 7 would provide between 55 and 60 dwelling units ▪ Between 55 and 60 Multifamily Affordable Apartments
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Figure 3-3 Proposed Parcel Plan (NEW)
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Figure 3-4 Conceptual Site Plan
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Figure 3-4 Conceptual Site Plan (NEW)
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Figure 3-54 Zoning Option 1
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Figure 3-5 Zoning Option 2
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3.3.4 Construction and Operation
Construction
Construction activities would involve the removal of vegetation and paved areas; grading to finished design elevations; excavation to allow construction of building foundations, utilities, roadways, parking areas, sidewalks, and landscaping. Equipment used during construction may include, but is not limited to, crawler tractors, tractors, loaders, backhoes, excavators, graders, scrapers, cranes, forklifts, generator sets, welders, pavers, paving equipment, rollers, and air compressors. It is anticipated that construction of the project would occur from 2024 through 2029.
Operation
The proposed project would result in up to 120 dwelling units which, assuming 2.68 persons per household as included in the General Plan EIR, would result in approximately 322 residents. The project would include up to 140,000 square feet of non-residential community-commercial uses. The open space proposed for the project site (up to 28,400 square feet 2.5 acres) would be publicly accessible
3.4 PROPOSED PROJECT VS. REVISED SITE PLAN
Since the public circulation of the DEIR on June 7, 2024, and because of the subsequent planning and entitlement process, site refinements were made as the project team completed full financial projections, focused on final project elements, and incorporated value engineering adjustments. As detailed in Section 3.3, Revisions to the Project Description, the new Figure 3-3, Proposed Parcel Plan (NEW), and revised Figure 3-4, Conceptual Site Plan (NEW), of this FEIR reflect the updated entitlement package received on December 19, 2024. These refinements are reflected in the revised project description (see Section 3.3).
Figure 3-4 of this FEIR includes Building 1, Community Commercial Health and Wellness; Building 2, Community Arts Center; Building 3, Flex Community; three surface parking lots; public open space; and two parcels dedicated to future housing. Figure 3-3, Conceptual Site Plan, in the DEIR, shows four nonresidential buildings, a parking structure, and a residential area in the northern portion of the project site. The project contemplates the immediate development of the nonresidential portion, with residential development to occur later. The EIR has fully analyzed the impacts of both the near-term nonresidential development and the longterm residential development. Figure 3-4 of the FEIR also extends the project boundary to include the proposed parking lot 3 on the southeast corner of the project site and adjacent to Folsom Lake College. The revised site plan would extend the project size by 0.49 acres, from 9.85 acres to 10.34 acres. The addition of parking lot 3 would also create a new driveway south of the project site along Folsom Boulevard.
The updated December 2024 entitlement alters the project originally described in the DEIR. However, the analysis in the DEIR, supplemented by the analysis added in this FEIR, account for the full buildout of the original project (multiple phases), which is for a larger and more intensive development than the revised project.
For example, the revised project removes a parking structure and decreases the total non-residential square footage. While the revised project would extend the project boundaries to include parking lot 3, which was not part of the original site plan, this does not result in significant impacts that were not already addressed in the DEIR. Therefore, the original environmental analysis in the DEIR is still applicable to the revised project. As ITEM 11.1. ATTACHMENT 4
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such, the analysis in the DEIR, as supplemented by the analysis herein, will serve as the environmental analysis for future phases of development, as described in Section 3.3.2 of this FEIR. No additional project-level environmental review would be required for future phases if the subsequent development is consistent with the analysis in the DEIR and this FEIR.
The differences between the revised site plan and the proposed project are detailed in Table 3-1.
The changes identified do not alter the substantive conclusions of the DEIR concerning any of the significant impacts of the project and do not necessitate a recirculation of the DEIR, as analyzed in Section 3.5, Recirculation.
Table 3-1 Differences between the Proposed Project vs. Revised Site Plan Proposed Project Revised Site Plan Analysis
Figure 3-3, Conceptual Site Plan, of
the DEIR shows a proposed road
from El Caprice Drive crossing to
the west of the project site
connecting to La Loma Drive.
Figure 3-4, Conceptual Site Plan (NEW), of the
FEIR, the proposed road would shift north,
closer to the existing residential area
See Section 3.5.2 of this FEIR, Noise Analysis,
and Section 3.5.3, Air Quality/Greenhouse
Gas/Energy Analysis, for a discussion and
analysis of noise and air quality impacts
discussed below with the shift of the road
closer to an existing residential area.
Figure 3-3, Conceptual Site Plan, of
the DEIR shows a parking structure
of three levels located in the
southwest portion of the site. The
project description, on page 3-6 of
the DEIR, states that the parking
structure would include between
275 and 325 parking spaces.
Figure 3-4, Conceptual Site Plan (NEW), of the
FEIR shows three surface parking lots within
the project boundary. Parking lot 1 would
provide a total of 98 parking spaces with 41
spaces under solar shade canopies. Parking
lot 2 would provide 38 parking spaces and
Parking lot 3 would provide 41 parking
spaces.
See Section 3.5.3 of this FEIR, Air
Quality/Greenhouse Gas/Energy Analysis,, for a
discussion and analysis of the parking
structure change to parking lots.
Figure 3-2, Aerial Photograph,
through Figure 3-4, Zoning Option 1,
of the DEIR shows a smaller
project boundary.
Figure 3-2, Aerial Photograph (NEW), through
Figure 3-5, Zoning Option 1, are revised to
include an extended project boundary to
include the proposed parking lot 3.
See Section 3.5.2, Noise Analysis, and Section
3.5.3, Air Quality/Greenhouse Gas/Energy
Analysis, of this FEIR, for a discussion and
analysis of the noise and air quality impacts
related to the project boundary extension.
Additionally, see the discussion in Section 3.5
for an explanation as to why recirculation is
not required, despite the project boundary
extension.
The project description, on page 3-
6 of the DEIR, states that the
Community-Commercial use would
be 140,000 square feet, which
included:
- Health and Wellness
- Events and Meeting Space
- Arts Center
- Community-Commercial
Building
- Commercial-Retail
Figure 3-4, Conceptual Site Plan (NEW),
provides 140,000 square feet of nonresidential
use, including:
- Building 1– Community Commercial
Health and Wellness
- Building 2 – Community Arts Center
- Building 3 – Flex Community
- Future phases could include
constructing a nonresidential building
on Parcel 5, approximately 15,00
square feet.
The square footage of nonresidential
development would not change; therefore, no
further analysis is necessary.
The project description on page 3-6
of the DEIR states that the project
would provide up to 2.5 acres of
public open space, including:
Figure 3-4, Conceptual Site Plan (NEW),
includes a 20,000-square-foot, or 0.46-acre,
Plaza and 8,400 square feet, or 0.2-acre,
Project Green.
As noted in Impact 5.12-1 of the DEIR, the
proposed project would need to comply with
the City’s General Plan policies requiring
compliance with the City’s parkland and open
space standards and the City’s Municipal
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Proposed Project Revised Site Plan Analysis
- Between 1.3 and 1.5 acres of
Neighborhood and
Community Green
- Between 0.75 and 1.0 acre of
Plaza and Green Space
Code, Chapter 22.40, Park and Recreation
Dedication Fees. While the revised site plan
eliminates between 1.3 and 1.5 acres of
Neighborhood and Community Green, the
revised plan still proposes a Plaza and Project
Green. The project would still comply with
the these regulations. Therefore, the analysis
of impacts determined in the DEIR would
also apply to the revised site plan.
3.5 RECIRCULATION CRITERIA
As discussed below, the proposed revisions to the project, including the project boundary extension, do not meet any of the criteria outlined in the CEQA recirculation standards, specified under CEQA Guidelines Section 15088.5, and therefore a recirculation of the DEIR is not warranted.
3.5.1 New Significant Environmental Impact or New Mitigation Measure The recirculation standard requires that the DEIR be recirculated if significant new information is added in the form of a new significant environmental impact resulting from the project or from a new mitigation measure proposed to be implemented. The revisions to the site plan would not result in any new significant environmental impacts or require new mitigation measures.
The DEIR analyzed similar developments compared to the revised site plan (housing units and nonresidential buildings) and concluded that the project would result in less-than-significant impacts with the implementation of mitigation. The DEIR did not include the proposed parking lot 3 site, as identified in Figure 3-4, which extends the original project boundary from the DEIR. However, this site was previously developed and is not zoned for a unique land use. Moreover, the proposed usage (parking lot) does not represent an unusual development type in the city, and the application of both the mitigation measures in the DEIR and applicable City standards for construction and operation ensure that there would be no new significant environmental impacts beyond those analyzed in the DEIR and that no new mitigation measures would be required.
Parking lot 3 is supportive of the rest of the proposed project and does not include structures or uses beyond parking. As such, the environmental analysis is focused on the physical construction of the parking lot rather than the occupational uses evaluated in the DEIR for the rest of the project. The addition of the third parking lot would not lead to any new noise, air quality, greenhouse gas, or energy impacts beyond what was already addressed in the DEIR (refer to Section 3.5.6, Noise Analysis, and Section 3.5.7, Air Quality/Greenhouse Gas/Energy Analysis, of this FEIR). This is because the DEIR evaluated a project similar to the updated December 2024 entitlement proposal. In addition, no new significant environmental impacts to biological resources would result from the proposed changes, and no new mitigation measures would be required. Parking lot 3 is adjacent to the original project boundaries and has a similar topography and vegetation type as shown in Figure 3-2. Accordingly, the biological study from the DEIR (Appendix 5.2-1) remains applicable to the revised site, including the proposed parking lot 3, including the observations in Appendix 5.1-1 for the potential of trees adjacent to the project site to provide habitat for nesting birds. As such, the same biological mitigation ITEM 11.1. ATTACHMENT 4
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measures for bird nesting (mitigation measure BIO-1) and bat roosting (mitigation measure BIO-2) will apply because the City is the lead agency for the construction of parking 3 and will oversee compliance with the mitigation measures as part of the mitigation monitoring and reporting program (MMRP).
No new significant environmental impacts to tribal and cultural resources would result from the proposed changes, and no new mitigation measures would be required beyond those analyzed and applied in Section 5.3, Cultural Resources, and Section 5.13, Tribal Cultural Resources, of the DEIR. The tribal and cultural resources mitigation measures would also be applied to the new site regarding ground-disturbing activities and monitoring in the event tribal cultural resources are discovered during construction. The cultural study in the DEIR (Appendix 5.3-1) examined records within a 0.5-mile radius of the original project site to identify any previously documented precontact or historic archaeological sites, architectural resources, or traditional cultural properties.
This study area includes the additional parking lot 3 site. The revised project boundaries would not include any of the sites listed in Table 5.13-1, Previously Recorded Archaeological Resources within a 0.5 Mile Radius of the Project Site, of the DEIR. The mitigation measures for the inadvertent discovery of cultural resources (CUL-1 and CUL-2) and tribal cultural resources (TCR-1 and TCR-2) will apply to parking lot 3 because the City is the lead agency for the construction of the parking lot and will ensure compliance through the implementation of the MMRP that covers the entire project, as revised in this FEIR. As a result, the findings of less-than-significant impacts after the application of mitigation measures to tribal and cultural resources identified in the DEIR are also applicable to the revised plan. No new mitigation measures are required.
No new significant environmental impacts are anticipated to result from the proposed parking lot 3 regarding hazards and hazardous materials, nor new mitigation measures needed, beyond those anticipated and applied in Section 5.6 of the DEIR. According to hazardous material databases (EviroStor and GeoTracker), and as shown in Figure 5.6-1, Project Site Remediation Map, in the DEIR, no hazardous materials are present in the proposed parking lot 3 sites. The only hazardous materials present are on the northwest portion of the site, and Section 5.6 of the DEIR already analyzed and applied mitigation measure HAZ-1 to the northwest area.
The construction and operation of the proposed parking lot 3 would involve minimal, if any, transport, use, or disposal of hazardous materials, and are therefore not anticipated to create a significant hazard to the public or the environment, pursuant to Impact 5.6-1. No reasonably foreseeable upset or accident conditions involving the release of hazardous materials into the environment exist on the proposed parking lot 3 site. Therefore, no such materials are present on that portion of the project site, and no emissions or handling of hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school is anticipated beyond that already analyzed pursuant to Impacts 5.6-2, 5.6-3, or 5.6-4. Moreover, parking lot 3 would not cause new impacts pursuant to Impact 5.6-5 because it would be subject to the same zoning designation’s height limit of 65 feet and would therefore not conflict with a land use compatibility plan. The proposed parking lot 3 would also not create new significant environmental impacts pursuant to Impacts 5.6-6 or 5.6-7 because it would not impair or physically interfere with the implementation of an adopted emergency response or evacuation plan and would not be sited within a Very High Fire Hazard Severity Zone, respectively.
Accordingly, no new significant environmental impacts are anticipated, and no new mitigation measures are needed regarding hazards and hazardous materials.
No new significant environmental impacts to utilities and service system resources would result from the proposed changes, and no new mitigation measures would be required beyond those analyzed and applied in ITEM 11.1. ATTACHMENT 4
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Section 5.14 of the DEIR. The revised site plan introduces a new impervious surface in the proposed parking lot 3, potentially impacting stormwater runoff. However, as shown on Figure 5.14-1, Storm Drainage Infrastructure, of the DEIR, runoff from the site is directed into existing drop inlets on surrounding streets. From there, stormwater flows through drainage laterals on La Loma Drive and Folsom Boulevard, ultimately connecting to drainage mains along these roads. Runoff from the revised site would continue to be managed by this existing stormwater infrastructure. Any new stormwater infrastructure required would need to meet the standards set by the Stormwater Quality Design Manual for the Sacramento Region, ensuring that hydromodification control and low-impact development measures are implemented to manage runoff. Additionally, the project would adhere to local regulations outlined in the DEIR, including Chapter 15.12 of the Municipal Code, which governs discharges into the stormwater system, and Chapter 15.95, which requires new developments to contribute to funding improvements to the City’s stormwater infrastructure. As such, no new significant impacts or mitigation measures pursuant to Impact 5.14-5 are necessary for the revised project.
The proposed parking lot 3 site would also result in a new driveway along Folsom Boulevard. This roadway would be constructed in compliance with the City’s roadway design and improvement standards as stated in the City’s Municipal Code, Chapter 22.110, Design and Improvement Standards. Since the revised project would have similar impacts to the originally proposed project and all mitigation measures would apply, there are no new environmental impacts or mitigation measures associated with the revised project.
Therefore, the revised project does not meet the standard for recirculation based on the introduction of a new significant impact resulting from the revised project or from new mitigation measures proposed to be implemented, pursuant to CEQA Guidelines Section 15088.5(a)(1).
3.5.2 Substantial Increase in the Severity of an Environmental Impact Recirculation is required if the revised project results in a substantial increase in the severity of an environmental impact that cannot be mitigated to a less-than-significant level without new mitigation measures.
The DEIR determined that the following impacts require mitigation measures to reduce impacts to less than significant: air quality, biological resources, cultural resources, greenhouse gas emissions, hazards and hazardous materials, and tribal cultural resources. While the project description has changed to include parking lot 3, the DEIR already analyzed the construction and operational impacts of similar elements in the original project description. Parking lot 3 will use conventional construction techniques and is similar to surface parking lots 1 and 2, as shown in the revised project. As such, no substantially more severe environmental impacts are anticipated. Moreover, mitigation measures that will address construction impacts such as dust and erosion (such as Mitigation Measure AQ-1) will continue to apply, as will all City regulations for surface parking, included in the municipal code and adopted engineering standards. The mitigation measures applied in the DEIR would apply to the revised project, including the proposed parking lot 3, and there are no substantially more severe environmental impacts that cannot be mitigated to a less-than-significant level without the adoption of new mitigation measures. Therefore, recirculation pursuant to CEQA Guidelines Section 15088.5(a)(2) is not required.
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3.5.3 A Feasible Alternative or Mitigation Measure Not Adopted If a feasible alternative or mitigation measure considerably different from those previously analyzed that would lessen the significant environmental impacts of the project is introduced and then declined, recirculation is required. However, the revisions to the project, as detailed in Section 3.3 of the FEIR, do not introduce any alternatives or mitigation measures that are substantially different from those previously considered in the DEIR. The revised site plan does not propose a new alternative to reduce impacts but reflects refinements to the layout, including changing parking structures to parking lots, extending the project boundary, proposing different building arrangements, and proposing different circulation layouts. These changes do not introduce a new or more feasible alternative that would lessen environmental impacts. Therefore, the recirculation standard pursuant to CEQA Guidelines Section 15088.5(a)(3) based on the rejection of a feasible alternative or mitigation measure is not applicable.
3.5.4 Inadequacy of the Draft EIR
Recirculation is also required if the DEIR is found to be so inadequate or conclusory that it precludes meaningful public review and comment. However, the DEIR was comprehensive and provided adequate opportunities for public review. The DEIR thoroughly addressed potential environmental impacts and provided a clear analysis of the project’s effects. Furthermore, the DEIR’s assessment included potential impacts from a more intensive project scenario with a large parking structure. Although the revised site plan extends the project boundary to include proposed parking lot 3, the impacts and mitigation measures determined in the DEIR would also apply to this new site. The revisions in the FEIR have not substantially altered the scope or nature of the project. Therefore, the DEIR was not inadequate, and meaningful public review and comment were not precluded. As a result, recirculation pursuant to CEQA Guidelines Section 15088.5(a)(4) is also not required.
In conclusion, the revisions to the project, as outlined in the FEIR and summarized in Section 3.3, do not trigger the need for recirculation of the DEIR under any of the four criteria outlined in CEQA Guidelines Section 15088.5(a). The revised site plan does not introduce new significant environmental impacts, does not substantially increase the severity of existing impacts, does not propose any new feasible alternatives or mitigation measures that would lessen impacts, and does not represent an inadequacy in the DEIR that would prevent meaningful public review. Therefore, the DEIR remains sufficient for evaluating the revised project, and no recirculation is required.
3.6 AESTHETIC/LIGHT ANALYSIS
As shown in Figure 3-4 in the FEIR, the revised site plan would include a photovoltaic canopy over parking spaces in parking lot 1. As indicated in Section 8.1 of the DEIR, development in the city would increase the amount of daytime glare and nighttime lighting due to intensification. However, with the implementation of lighting standards and General Plan policies, impacts would be less than significant. The proposed project would need to comply with the City’s local regulations regarding light. As mentioned in Section 23.725.030, Permit Required, of the City’s Municipal Code, outdoor lighting fixtures for new multifamily residential, commercial, industrial, mixed-use, and public/quasi-public uses require design review approval. This approval is granted alongside land use and development permits. Although the project site is vacant and the proposed ITEM 11.1. ATTACHMENT 4
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project would increase light and glare in the area, the DEIR accounted for this increase by referencing local regulations that would reduce impacts. Therefore, analysis in the DEIR would be adequate for the revised site plan. Therefore, the impacts would be less than significant, and the proposed project would not result in new or substantially more severe significant impacts.
3.7 NOISE ANALYSIS
Figure 5.9-1, SoundPlan Noise Contour for Mills Crossing, on page 5.9-19 of the DEIR, reflects project noise from a parking structure, two Flex Community Centers, a Flex Theater and Studios, a Wellness Center, and a café.
Furthermore, Figure 5.9-1 places the Wellness Center on the southeast side of the project site, in an area designated for a road connection to the parking lot (Los Rios) via Street F. However, the site plan shows Street E connected between Street B and El Caprice Drive in the northeastern portion of the project site.
The revised site plan (Figure 3-4, Conceptual Site Plan (NEW)) would not result in noise impacts beyond those addressed in the DEIR. As shown in Figure 5.9-1, of the DEIR, the projected noise levels for the proposed project are significantly below the City’s Exterior Noise Standard of 60 A-weighted decibels (dBA). The noise modeling prepared for the DEIR (Appendix 5.9-1, Noise Impact Assessment, in the DEIR), was done conservatively. The noise modeling took into account the planned parking garage at the southwest corner using reference measurements from an existing garage but did not factor in the noise attenuation typically provided by the garage structure. Noise attenuation refers to the reduction or dampening of sound as it travels through or is absorbed by materials or structures. Parking structures have greater noise attenuation than surface parking lots due to the walls and roof of the structure, which absorb and contain much of the noise. However, the noise modeling in the DEIR did not take this noise attenuation into account for the proposed project. As noted in Appendix 5.9-1 of the DEIR, no additional attenuation is assumed for hard surfaces such as a parking lot.
Therefore, the noise modeling and analysis in the DEIR remain applicable to the revised site plan since the DEIR analysis did not include noise attenuation that a parking structure would provide.
In addition, the other four area noise sources in the model were based on reference measurements from various environments, including single-family and multifamily neighborhoods, playgrounds, and commercial parking lots. This approach ensures a conservative assessment incorporating a wide range of potential noise sources that may vary in intensity and impact. This approach accounts for the broadest possible spectrum of noise levels, including both lower and higher noise-producing scenarios. While the revised site plan may alter the noise dynamics from those modeled, the noise expert who prepared the analysis for the DEIR concluded that these four noise sources would not extend significantly into the northwest area where residential areas currently exist (see Appendix A, Mills Crossing Parking Update: Noise, of this FEIR). Therefore, it can be assumed that the minor adjustments to building locations proposed under the revised site plan would be unlikely to alter the noise level projections substantially or exceed the City’s noise standards.
As shown on Figure 5.9-1 of the DEIR, for the residential area on El Caprice Drive, operational noise levels would be between 32.6 to 44.1 dBA. The standard for residential receptors is under 60 dBA. Therefore, the proposed project as analyzed in the DEIR would not exceed the City’s noise standard. The revised site plan, as depicted on Figure 3-4 of this FEIR, relocates Road E to connect with El Caprice Drive, moving the proposed road closer to a corner lot adjacent to existing residential areas. This adjustment would replace the housing ITEM 11.1. ATTACHMENT 4
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initially planned for the northeast area with a road, thereby moving the noise source closer to an existing home.
Although the revised plan removes the residential buildings planned in the northeast that originally served as noise buffers (see Figure 3-4, Conceptual Site Plan (NEW), in the FEIR), the revised site plan does not increase the amount of traffic associated with the proposed project, and the noise expert that prepared the noise analysis for the DEIR states that the relocated road would not increase the predicted noise level enough to exceed the City’s threshold (see Appendix A of this FEIR). The revised site plan would also include the additional proposed parking lot 3, which would be south of future housing (see Figure 3-4, Conceptual Site Plan (NEW), in this FEIR). The proposed, future residential buildings would serve as a buffer for the noise from the proposed parking lot 3 to the surrounding area. Therefore, no significant environmental effects would occur. This would not substantially increase the severity of the less-than-significant noise impact determined in Impact 5.9-2 of the DEIR. No new mitigation measures would be required.
3.8 AIR QUALITY/GREENHOUSE GAS/ENERGY ANALYSIS
The change from a parking structure in the proposed project to the three surface parking lots in the revised site plan would not introduce new greenhouse gas emissions impacts not already addressed in the DEIR. The change would result in lower criteria air pollutant and greenhouse gas emissions due to reduced construction material use, decreased maintenance needs, and lower electricity consumption.
The DEIR identified potentially significant impacts from a cumulative increase in criteria pollutants during construction and included Mitigation Measure AQ-1, which requires the implementation of Sacramento Metropolitan Air Quality Management District’s basic and enhanced construction emission-control practices to reduce fugitive dust. This mitigation measure would also be applied to the revised site plan, including the proposed parking lot 3. Please refer to Appendix B, Mills Crossing Parking Update: Impact on Emissions, in this FEIR, for a detailed analysis and additional information provided by ECORP Consulting, Inc.
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APPENDICES
Appendix A Mills Crossing Parking Update: Noise
Appendix B Mills Crossing Parking Update: Impact
on Emissions
ITEM 11.1. ATTACHMENT 4
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Appendix A Mills Crossing Parking Update: Noise
ITEM 11.1. ATTACHMENT 4
1 Jessica Mendoza
From: Jessica Mendoza
Sent: Wednesday, February 12, 2025 1:02 PM
To: Jessica Mendoza
Subject: FW: Mills Crossing Noise
JESSICA MENDOZA
Project Planner
she/her
Sacramento
Work: 916.245.7500 | Cell: 909.643.9383
[email protected] | placeworks.com
PlaceWorks is now 100% employee-owned!
From: Seth Myers <[email protected]>
Sent: Thursday, August 1, 2024 8:52 AM
To: Mark Teague <[email protected]>; Jessica Mendoza <[email protected]> Subject: RE: Mills Crossing Noise
Agreed. The original model accounts for a lot of ‘busy-ness’ up there. The new Site Plan appears to show that this would go away. An while those buildings, which create buƯers in the original model, would also go away, that single roadway essentially accommodating internal circulation is not going to jump the predicted noise by 15 decibels, as would be needed to surpass the threshold.
Seth
From: Mark Teague <[email protected]>
Sent: Wednesday, July 31, 2024 5:10 PM
To: Seth Myers <[email protected]>; Jessica Mendoza <[email protected]> Subject: RE: Mills Crossing Noise
Thought on the relocation of road E? Can’t see that it would aƯect noise all that much.
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!
ITEM 11.1. ATTACHMENT 4
2 From: Seth Myers <[email protected]>
Sent: Wednesday, July 31, 2024 4:05 PM
To: Mark Teague <[email protected]>; Jessica Mendoza <[email protected]> Subject: RE: Mills Crossing Noise
Hi Mark,
These site plan changes are exactly why we model these things so conservatively. For instance, we modeled the originally planned parking garage at the southwest corner using reference measurements taken inside an existing garage yet didn’t account for any noise attenuation of an actual garage structure in the modeling (parking garages typically have huge gaps in the walls, but they still have walls). The other 4 area noise sources placed in the model are based on reference measurements from single family neighborhoods (which include internal traƯic), multifamily neighborhoods (which include internal traƯic), playgrounds, and commercial parking lots. Modeling all these sources can be considered a bit redundant, but conservative so that’s why we do it. Lastly, while the changes in the site plan may change the noise dynamic from that modeled, the sources wouldn’t extend so far up to the northwest. So while there aren’t those buildings buƯering the existing land uses there’s also not the area sources flanking them.
I totally agree that there is no need to remodel.
Seth Myers Air Quality/Noise Task Manager ECORP ConsulƟng, Inc.
California Small Business for Public Works (SB-PW)
smyers@ecorpconsulƟng.com Direct 530.965.5925 Cell: 530.717.7600 Rocklin Redlands Santa Ana San Diego Chico Flagstaff, AZ Santa Fe, NM From: Mark Teague <[email protected]>
Sent: Wednesday, July 31, 2024 1:37 PM
To: Seth Myers <[email protected]>; Jessica Mendoza <[email protected]> Subject: Mills Crossing Noise
The City has asked if the revised site plan would result in new noise impacts not evaluated in the EIR. We’ve looked at this and think the answer is no. The projected numbers are already well below the 60 dBA threshold and moving a few buildings around probably won’t change them substantially. Further, buildings in the area to the north (single family housing) was ‘assumed’ in the EIR, but this revised site plan doesn’t include buildings, so re-modeling probably wouldn’t make any sense. The only piece that gives us pause is the relocation of Road E on the east connecting to El Caprice Drive. In the EIR it’s a fair distance from the existing home that fronts El Caprice and the revised site plan would make it a corner lot. Even here though, perhaps the 44.1 dBA projection across El Caprice Drive would simply move north but still remain below the threshold. However, we thought it worth asking your opinion as THE expert. The first graphic is from the EIR…Figure 5.9-1. The second is from their revised site plan.
ITEM 11.1. ATTACHMENT 4
3 ITEM 11.1. ATTACHMENT 4
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
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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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 1390 of 1655 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
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
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.
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.
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 21st day of April 2025, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
____________________________
Siri Pulipati, Mayor
ATTEST:
Stacy Leitner, CMC
City Clerk
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
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
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.
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 01
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
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
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
D
E
E
E
SSMH
RIM = 78.INV = 71.
DR
RI
P
A
C
EL
CE
INV
SSM
RIM S
RI
P
A
C
EL
CE
SSM
RIMINV
S
11 STREET E
S
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
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
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
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
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
TO BE ABANDONED
TO BE ABANDONED
TO BE ABANDONED
EXISTING
EXISTING
EXISTING
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
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
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
NO
PARKING
EV CHARGING
ONLY
EV CHARGING
ONLY
NO
PARKING
EV CHARGING
ONLY
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
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
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
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
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.
A.
B.
C.
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.
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 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
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
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*:
(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):
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
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
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*:
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):
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
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.
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.
1/8" = 1'-0"
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
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
INFORMATION
AD0.01
30911Checker
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 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
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
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
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
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
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
PROPERTY LINE
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.
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 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
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
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
TRASH
ITEM 11.1.
ATTACHMENT 6
Exhibit A to the Resolution
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.
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.
1/8" = 1'-0"
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
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
EV
CHARGING
ONLY
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.
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.
1/8" = 1'-0"
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
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.
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.
1/16" = 1'-0"
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
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
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
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
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 ENTITLEMENT SUBMITTAL #4 02/10/2025 ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution
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
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
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
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
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
+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.
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
As indicated
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
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.
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
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
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.
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
1" = 30'-0"
MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
OVERALL SITE PLAN
L1.11
30911
Checker
30 60
1" = 30'-0"
0 FEET
NORTH
DRAWING
NORTH
1" = 30'-0"
OVERALL SITE PLAN 1
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution
U.C.
Refr.
U.C.
Refr.
S
S
S
S
D
D
D
D
D
D
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
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
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.
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
As indicated
MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
OVERALL HARDSCAPE
PLAN AND SCHEDULE
L2.10
30911
Checker
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
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution
E
E E
S
S
S
S
D
D
D
D
D
D
D
S
4x6 2x2 4x6
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
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
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
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.
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
As indicated
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
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution
E
E E
S
S
S
S
D
D
D
D
D
D
D
S
4x6 2x2 4x6
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
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
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)
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
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.
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
As indicated
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
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution
E
E E
S
S
S
S
D
D
D
D
D
D
D
S
4x6 2x2 4x6
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 TCU-3.1
4x6
4x6
4x6
4x6
2x2
T
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
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)
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
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.
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
As indicated
MILLS CROSSING
10179 FOLSOM BLVDRANCHO CORDOVA, CA 95670
GRIFFIN | SWINERTON
SITE ELEVATIONS
L4.20
30911
Checker
1/4" = 1'-0"
STREET A - SOUTH RETAINING WALL ELEVATION 1
2 4 6 8 10
1/4" = 1'-0"
0 FEET
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution
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
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.
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
As indicated
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
SCA
Co rmi
Signalllre
7/31/25
Renewal Date
ITEM 11.1. ATTACHMENT 6 Exhibit A to the Resolution
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
79 82
7576
78 82
83 83
81 80
79 77
80 81
74 73
75 70
78 79 80 81 EE E S S S
D
D
D
D
D
D
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
PLANTING MIX LEGEND
TURF BIORETENTION MIX GENERAL PLANTING MIX
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.
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
12" = 1'-0"
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
S
S
S
S
D
D
D
D
D
D
4x6 2x2 4x6
HP-3.1 HP-3.2
VRF-3.1
R-1 REFRIGERATION UNITCU-3.1
4x6
4x6
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
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.
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
As indicated
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
W
D
DW
U.C.
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
S
S
S
S
D
D
D
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
T
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
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
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.
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
As indicated
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
S
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D
4x6 2x2 4x6
HP-3.1 HP-3.2
VRF-3.1
R-1 REFRIGERATION UNITCU-3.1
4x6
4x6
4x6
4x6
2x2
T
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
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.
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
1" = 30'-0"
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
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.
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
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
S
S
S
S
D
D
D
D
D
D
FOLSOM BLVD
LA LOMA DR
DR
RI
C
A
P
EL
CE
E
E
E
DW
Refrigerator
U.C. U.C.
Refr. Refr.
SMUD EASEMENT
PER 68-04-11 O.R. 490
J
LEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDLEDL
E
D
L
E
D
L
E
DLE
DLE
LDE
DLE
LDE
DLE
D
W
P
W
P
W
P
W
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
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
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
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
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
E
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
E
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
E
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
ITEM 11.1.
ATTACHMENT 6
Exhibit A to the Resolution
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