Attachment 1 - Planning Commission Staff Report — Lake Elsinore City Council, July 8, 2025

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REPORT TO PLANNING COMMISSION
To: Honorable Chair and Members of the Planning Commission From: Damaris Abraham, Community Development Director
Prepared by: Carlos Serna, Associate Planner
Date: June 17, 2025
Subject: Planning Application No. 2021-34 (Evergreen/Dutch Bros) – Commercial Design Review and Amendment to Conditional Use Permit No. 2021-12 for a New 980 Sq. Ft. Drive-through Dutch Bros Coffee Shop on an approximately

1.13-Acre Site Located South of Central Avenue (SR-74) and east of Cambern Avenue within the Evergreen Commercial Development

Applicant: Brianna Uy, Barghausen Consulting Engineers, LLC Recommendation

1. Find that pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15162, the proposed project would not have a significant effect on the environment and no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in a previously adopted Mitigated Negative Declaration (MND) (SCH No. 2022090133);

2. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE

ELSINORE, CALIFORNIA, APPROVING AMENDMENT TO CONDITIONAL USE PERMIT NO. 2021-12 (CUP 2024-07) TO MODIFY THE PREVIOUSLY APPROVED DRIVE- THROUGH OPERATION FOR DUTCH BROS COFFEE SHOP LOCATED ON LOT 5 OF TENTATIVE PARCEL MAP NO. 38281 WITHIN THE EVERGREEN COMMERCIAL DEVELOPMENT (A PORTION OF APN 377-020-014); and

3. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2024-05 FOR THE CONSTRUCTION OF A NEW 980 SQ. FT. DRIVE-THROUGH DUTCH BROS COFFEE SHOP LOCATED ON LOT 5 OF TENTATIVE PARCEL MAP NO. 38281 WITHIN THE EVERGREEN COMMERCIAL DEVELOPMENT (A PORTION APN 377-020-014).

PA 2021-34 (Evergreen – Dutch Bros)

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Project Location
The project site is located south of Central Avenue/State Route 74 (SR-74) and east of Cambern Avenue, which is within the retail center known as Evergreen Commercial Development that is currently under construction. Other planned retail businesses within the center include Stater Bros., 7 Eleven, and Pollo Campero. The entire Evergreen Commercial Development is approximately 8.86-acres. The proposed Dutch Bros Coffee Shop will be located on approximately 1.13-acre lot (Lot 5 of TPM 38281) which is a portion of Assessor Parcel Number 377-020-014.

Environmental Setting

EXISTING

LAND USE

GENERAL PLAN ZONING
Project
Site
Vacant General Commercial (GC) General Commercial (C-2) North Vacant General Commercial (GC) General Commercial (C-2) South Residential Medium Density Residential (MDR)
& High Density Residential (HDR)
Medium Density Residential (R-2)
& High Density Residential (R-3)
East Residential Low Density Residential (LDR) Residential Estate (R-E) West Commercial General Commercial (GC) General Commercial (C-2) Table 1: Environmental Setting
Background
On April 25, 2023, the City Council approved Planning Application No. 2021-34 to establish an approximately 57,000 sq. ft. new commercial center known as Evergreen Commercial Development. The project’s approval included:
CDR No. 2021-17 to construct five (5) new commercial buildings CUP No. 2021-09 to allow a 4,116 sq. ft. car wash and 25 self-service vacuum stations CUP No. 2021-10 to allow a 3,000 sq. ft. quick-service restaurant with a drive-through lane Conditional Use Permit No. 2021-11 to establish a 4,088 sq. ft. convenience store, fuel canopy with eight (8) pumps with concurrent sale of beer and wine for off-site consumption CUP No. 2021-12 to allow a 3,000 sq. ft. quick-service restaurant with a drive-through lane Project Description
Planning Application No. 2021-34 is a request for a Commercial Design Review (CDR No. 2024- 05) to construct a new 980 sq. ft. drive-through Dutch Bros Coffee Shop as well as an amendment to CUP No. 2021-12 (CUP No. 2024-07) to modify the previously approved drive-through site layout and circulation. The project proposes the following construction and improvements:
One-story 980 sq. ft. drive-through Dutch Bros Coffee Shop with a walk-up ordering window including:
oDrive-through queuing capacity for 19 vehicles
PA 2021-34 (Evergreen – Dutch Bros)

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o340 sq. ft. outdoor dining area
oRelated site improvements including directional signage, 13 new parking spaces, and new landscape/hardscape
The CUP amendment would reduce the approved drive-through building size from 3,000 sq. ft. to 980 sq. ft. and modify the site layout by expanding the approved one-lane drive through with an eight (8) vehicle queuing capacity to a two-lane drive through with a 19-vehicle queueing capacity.

The modification also includes the addition of a 340 sq. ft. outdoor dining area.

Analysis
The analysis below provides a discussion of the proposed project’s consistency with the General Plan and the Lake Elsinore Municipal Code (LEMC) including the nonresidential development standards and requirements. In addition, the Design Review Committee, including Staff from Planning, Building and Safety, Fire, and Engineering Departments and the Elsinore Valley Municipal Water District, has reviewed the project and have included recommended conditions of approval to ensure compliance with adopted plans, policies, and regulations.

General Plan Consistency
The subject site has a General Plan Land Use designation of General Commercial (GC) and is located in the Business District. The GC Land Use designation provides for retail, services, restaurants, professional and administrative offices, hotels, and motels, mixed-use projects, public and quasi-public uses, and similar and compatible uses with a maximum 0.40 floor area ratio (FAR). The project is proposing to develop a drive-through coffee shop with a 0.02 FAR. The CUP amendment is proposed to modify the site layout and circulation of the previously approved drive-through restaurant. The CUP amendment would reduce the approved building size from 3,000 sq. ft. to 980 sq. ft. and does not increase the square footage or site size.

Therefore, the project is consistent with the General Plan.

Municipal Code Consistency
The current zoning designation of the subject site is General Commercial (C-2). Pursuant to LEMC Section 17.124.030 of the C-2 zone, uses subject to a CUP in the C-1 zone also require a CUP in the C-2 zone. Drive-through establishments and restaurants with outdoor dining areas in the C-1 zone are subject to a CUP as indicated in LEMC Section 170.120.030 of the C-1 zone.

The proposed drive-through was previously analyzed for consistency and compliance with the C- 2 development standards. Staff reviewed the proposed amendment to the previously approved drive-through plans and have determined that the proposed project would continue to conform to the C-2 requirements as well as the drive-through establishment standards contained in LEMC Section 17.148.060 as shown in Table 2 below.

PA 2021-34 (Evergreen – Dutch Bros)

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Development Standard Required Proposed
Front Yard Setback 20 ft. 54.83 ft.

Building Height 45 ft. (Maximum) 40 ft.

Landscape improvements
Adjacent to Street 15 ft. min./ Avg. 20 ft. 20 ft.

Buffer Landscaping 15 ft. 15 ft.

Landscape Coverage 15% 15.53%
Parking
Drive Through Restaurant One (1) space per 45 sq. ft. of customer area
One (1) space per 200 sq. ft.
of non-customer area
Total Required: 11
Customer Area: 340 sq.
ft. – 7.5 parking spaces
Non-Customer Area:
640 sq. ft. – 3.2 spaces
Total Provided: 39
Drive-through Standards
Drive Through Lane Storage 8 vehicles / 20 ft. per vehicle (160 ft.)
19 Vehicles / 20.7 ft. per
vehicle (394 ft.)
Table 1: Development Standards
Architecture and Site Design
The architectural design of the proposed building complies with the Nonresidential Development Standards (Chapter 17.112) of the LEMC. The proposed commercial building elevations employ a contemporary architectural style. The structure also employs staggered roof heights to add additional architectural articulation, and stone veneer will be employed throughout the structure to avoid long expanses of untreated open walls. The exterior consists of stucco in cool toned color palettes consistent with the Evergreen Commercial Development’s master development color scheme. The exterior architecture, including colors and materials, have been designed to be harmonious and compatible with the surrounding development. Furthermore, the proposed landscaping improvements complement the proposed building design, provide shade, and breakup expanses of pavement.

Traffic and Drive-through Queue Management
A Trip Generation Memorandum dated February 11, 2025 was prepared by Kittelson & Associates for the proposed Dutch Bros coffee shop (Attachment 6). The memorandum compared the overall approved trip generation for the Evergreen Development to determine whether further traffic analysis are required. The memorandum concluded that the proposed coffee shop would remain within the approved trip generation during the AM and PM peak hours. The daily trip generation is expected to increase by 29 vehicles per day. However, the daily traffic has less effect on operations of the adjacent roadway network compared to peak hours, and 29 trips (averaging approximately 2 vehicles per operating hour) is considered to have negligible impacts on traffic operations.

PA 2021-34 (Evergreen – Dutch Bros)

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A Queuing Technical Memorandum dated November 7, 2024 was also prepared by Kittelson & Associates to assess the project's on-site circulation, site access, and queuing scenarios for the proposed Dutch Bros (Attachment 7). The memorandum determined that there is a low probability that the number of vehicles waiting in the drive-through queue would exceed 18 vehicles at peak hours of operations. The drive-through lanes are proposed to accommodate up to 19 vehicles and as such, would be sufficient to accommodate the operations during peak times (which are typically in the mornings and afternoon during lunchtime).

Furthermore, Dutch Bros will implement a proactive traffic management plan during their grand opening as well as expected peak hours (Attachment 8). There would be an employee dedicated to managing the drive-through queue by taking orders in advance and helping to keep the line moving smoothly. This is typical of how other Dutch Bros location (including the existing one on Mission Trails) are operated to ensure the drive-through queue line flows efficiently to prevent “spillover” traffic onto the public street as well as ensure that access to adjacent businesses and residential areas are not obstructed. Additionally, Dutch Bros implements speed and service time expectations to further minimize any potential congestion. The project has also been conditioned to provide a drive-through queue management plan prior to occupying the building and would be required to comply with said management plan at all times (COA No. 13). Should the use result in concerns related to parking and traffic, a condition of approval has been included to refer the CUP back to Planning Commission for a subsequent review at a public hearing.

Environmental Determination
Pursuant to CEQA Guidelines Section 15162, staff has determined that the proposed project would not have a significant effect on the environment and no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier Mitigated Negative Declaration (MND). All potentially significant impacts have been avoided or mitigated pursuant to the earlier mitigated negative declaration and none of the conditions described in Section 15162 exist. MND (SCH No. 2022090133) was adopted by the City Council on April 25, 2023. No substantial changes which require major revisions to the mitigated negative declaration exist and no new information of substantial importance which requires revisions to the earlier mitigated negative declaration exist. Therefore, no further environmental documentation is necessary.

MSHCP Consistency
The Project is consistent with the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP). The proposed project site is not located in a Criteria Cell and was not required to be processed through the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) processes. The project complies with all other applicable requirements of the MSHCP.

PA 2021-34 (Evergreen – Dutch Bros)

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Public Notice
Notice of the public hearing for this application has been published in the Press-Enterprise newspaper and mailed to property owners within 500 feet of the subject property. As of the writing of this report, no written comments concerning this application have been received by staff.

Attachments
Attachment 1 – CUP Resolution
Attachment 2 – CDR Resolution
Attachment 3 – Conditions of Approval
Attachment 4 – GIS Package
Attachment 5 – Design Review Package
Attachment 6 – Trip Generation Memorandum
Attachment 7 – Queuing Technical Memorandum
Attachment 8 – Traffic Management Plan
Attachment 9 – Public Notice Package
RESOLUTION NO. 2025-

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE

ELSINORE, CALIFORNIA, APPROVING AMENDMENT TO CONDITIONAL USE PERMIT NO. 2021-12 (CUP 2024-07) TO MODIFY THE PREVIOUSLY APPROVED

DRIVE-THROUGH OPERATION FOR DUTCH BROS COFFEE SHOP LOCATED ON LOT 5 OF TENTATIVE PARCEL MAP NO. 38281 WITHIN THE EVERGREEN COMMERCIAL DEVELOPMENT (A PORTION OF APN 377-020-014)
Whereas, Brianna Uy, Barghausen Consulting Engineers, Inc., has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2021-34 which includes Commercial Design Review (CDR No. 2024-05) to develop and operate a 980 square-foot drive-through Dutch Bros Coffee Shop with a 340 sq. ft. outdoor dining area and amendment to Conditional Use Permit No. 2021-12 (CUP No. 2024-07) to modify the previously approved drive-through operation;
Whereas, the project site is located south of Central Avenue/State Route 74 (SR-74) and east of Cambern Avenue, which is within the retail center known as Evergreen Commercial Development that is currently under construction. The entire Evergreen Commercial Development is approximately 8.86-acres. The proposed Dutch Bros Coffee Shop will be located on an approximately 1.13-acre lot (Lot 5 of TPM 38281) which is a portion of Assessor Parcel Number 377-020-014;
Whereas, on April 25, 2023, the City Council approved Planning Application No. 2021-34 to establish an approximately 57,000 sq. ft. new commercial center known as Evergreen Commercial Development. The project’s approval included CDR No. 2021-17 to construct five (5) new commercial buildings, CUP No. 2021-09 to allow a 4,116 sq. ft. car wash and 25 self-service vacuum stations, CUP No. 2021-10 to allow a 3,000 sq. ft. quick-service restaurant with a drive- through lane, Conditional Use Permit No. 2021-11 to establish a 4,088 sq. ft. convenience store, fuel canopy with eight (8) pumps with concurrent sale of beer and wine for off-site consumption, and CUP No. 2021-12 to allow a 3,000 sq. ft. quick-service restaurant with a drive-through lane; Whereas, Conditional Use Permit (CUP) No. 2024-07 proposes to modify the previously approved CUP No. 2021-12 to reduce the drive-through size from 3,000 sq. ft. to 980 sq. ft., allow a 340 sq. ft. outdoor dining area, and expand the drive-through queue capacity from eight vehicles to 19 vehicles;
Whereas, Section 6.0 of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell undergo the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) process to analyze the scope of the proposed development and establish a building envelope that is consistent with the MSHCP criteria;
Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency findings demonstrating that the proposed discretionary entitlement complies with the MSHCP Criteria Cell, and the MSHCP goals and objectives;
Whereas, Section 17.415.070 of the LEMC provides that certain uses are desirable but may have operational characteristics that disproportionately impact adjoining properties, businesses, or residents. Accordingly, such uses require a more comprehensive review and PC Reso. No. 2025-____

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7 approval procedure, including the ability to condition the project in order to mitigate significant impacts;
Whereas, pursuant to Section 17.415.070.B of the LEMC, the Planning Commission (Commission) has been delegated with the responsibility of reviewing and approving, conditionally approving, or denying Conditional Use Permits; and
Whereas, on June 17, 2025, at a duly noticed Public Hearing, the Commission has considered evidence presented by the Community Development Department and other interested parties with respect to this item.

NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE

ELSINORE, CALIFORNIA, DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:

Section 1: The Commission has considered the project and has found it acceptable.

Section 2: That in accordance with the MSHCP, the Commission makes the following findings for MSHCP consistency:

1. The project is not subject to the City’s LEAP and the Western Riverside County Regional Conservation Authority’s (RCA) JPR processes as it is not located within a Criteria Cell.

2. Section 6.1.2 of the MSHCP requires the assessment of a proposed project’s potential impacts to riparian/riverine or vernal pool resources, and those species that depend on such resources. Drainage 1, which traverses the eastern portion of the project site, meets the criteria for riparian/riverine, as defined in the MSHCP. Phase 2 of the proposed project would result in the permanent removal of Drainage 1, and approximately 0.52 acre (469 linear feet) of riparian/riverine area, including 0.09 acres of native riparian/riverine vegetation (scale broom scrub). The portion of Drainage 1 that traverses the project site comprises earthen bed and banks that exhibit natural hydrology and support native vegetation that provide marginal foraging and breeding habitat for wildlife; however, this resource is isolated and is no longer capable of functioning as contiguous habitat.

Vegetation both upstream and downstream of the project site consists almost exclusively of ornamental vegetation (e.g., river red gum). While this vegetation may support nesting birds, it provides little value as habitat for most indigenous wildlife, including those considered special status or otherwise sensitive species. Incorporation of Mitigation Measure BIO-1 (either from the Riverpark Mitigation Bank or Barry Jones Wetland Mitigation Bank; applicable only during Phase 2 of the proposed Project), the payment of development fees, and the implementation of appropriate Best Management Practices outlined in MSHCP Appendix C (Dudek 2003) would ensure that the Project is consistent with the provisions of the MSHCPAs such, the Riparian/Riverine Areas and Vernal Pool Guidelines as set forth in Section 6.1.2 of the MSHCP are not applicable.

3. The project is consistent with the Protection of Narrow Endemic Plant Species Guidelines as set forth in MSHCP Section 6.1.3 and the Additional Survey Needs and Procedures as set forth in MSHCP Section 6.3.2 because the project is not located within any Narrow Endemic Plant Species Survey Areas or Critical Species Survey Areas.

4. The project is consistent with the Fuels Management Guidelines because the project site is not within or adjacent to any MSHCP Criteria Cell or conservation areas.

PC Reso. No. 2025-____

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7 5. The project has been conditioned to pay any applicable MSHCP Local Development Mitigation fees.

Section 3: The Commission has reviewed and analyzed the proposed project pursuant to the California Planning and Zoning Laws (Cal. Gov. Code §§ 59000 et seq.), the Lake Elsinore General Plan (GP), and the LEMC and finds and determines that the proposed project is consistent with the requirements of California Planning and Zoning Law and with the goals and policies of the GP and the LEMC.

Section 4: The Commission finds that no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier adopted Mitigated Negative Declaration (MND) (SCH # 2022090133). All potentially significant impacts have been avoided or mitigated pursuant to the earlier MD and none of the conditions described in Sectio 15162 exist. MND (SCH # 2022090133) was adopted in 2023 for the master Evergreen Commercial Development. No substantial changes that require major revisions to the MD exist and no new information of substantial importance that require revisions to the earlier MND exist.

Section 5: That in accordance with LEMC Section 17.415.070.C. Findings, the Commission makes the following findings regarding CUP No. 2024-07:

1. That the proposed use, on its own merits and within the context of its setting, is in accord with the objectives of the General Plan and the purpose of the planning district in which the site is located.

The project has a General Plan Land Use designation of General Commercial (GC) and is located within the Business District. The GC Land Use designation provides for retail, services, restaurants, professional and administrative offices, hotels and motels, mixed- use projects, public and quasi-public uses, and similar and compatible uses with a maximum 0.40 Floor Area Ratio (FAR). The project is proposing a one-story 980 sq. ft.

Dutch Bros drive-through coffee shop with a 0.02 FAR. The new business will support the Business District in that it would progress Goal No. 1 of the Business District, “to encourage its position as the industrial and commercial hub of the city” by providing an additional commercial amenity in the district. Therefore, the Project is consistent with the General Plan.

2. The proposed use will not be detrimental to the general health, safety, comfort or general welfare of persons residing or working within the neighborhood of the proposed use or the City, or injurious to property or improvements in the neighborhood or the City.

The proposed drive-through restaurant would not cause detrimental impacts to the existing surrounding community because the design of the parking lot layout and circulation was designed to allow multiple points of egress and ingress for both emergency and pedestrian vehicles. The proposed business will be compatible with the surrounding uses which also includes other retail commercial uses such as the Walmart Shopping Center and the Costco Shopping Center. Furthermore, the project has also been conditioned as such to avoid any potential impacts associated with the proposed use.

3. The site for the intended use is adequate in size and shape to accommodate the use, and for all the yards, setbacks, walls or fences, landscaping, buffers and other features required by this title.

PC Reso. No. 2025-____

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7 The proposed use and design have been analyzed and staff has determined that the site is compatible and adequate in size and shape to accommodate the proposed use and project design. The design meets all applicable sections of the LEMC including the nonresidential development standards. As designed the project would not encroach on any setback as prescribed by the LEMC and sufficient landscaping has been provided throughout the site. Furthermore, the proposed use and design will complement the existing commercial uses within the vicinity.

4. The site for the proposed use relates to streets and highways with proper design both as to width and type of pavement to carry the type and quantity of traffic generated by the subject use.

The proposed use is located within an existing built environment, inclusive of streets. The existing streets are of adequate size to facilitate safe and convenient transportation to and from the site. Further, the Engineering Division has reviewed the proposed project including its potential traffic impacts and have included conditions of approval to ensure safe on and offsite circulation is provided.

5. In approving the subject use at the specific location, there will be no adverse effect on abutting properties or the permitted and normal use thereof.

The proposed project has been thoroughly reviewed and conditioned by all applicable City departments thereby eliminating the potential for any adverse effects. Furthermore, the project site abuts existing developed commercial properties that are compatible with the proposed project including Costco, Walmart, Taco Bell, and other retail and restaurant uses.

6. Adequate conditions and safeguards pursuant to LEMC 17.415.070.B, including guarantees and evidence of compliance with conditions, have been incorporated into the approval of the subject project to ensure development of the property in accordance with the objectives of this chapter and the planning district in which the site is located.

Pursuant to Section 17.415.070.B of the LEMC, the project was considered by the Planning Commission at a duly noticed Public Hearing on June 17, 2025 and appropriate and applicable conditions of approval have been included to protect the public health, safety and general welfare. Further, compliance with the conditions of approval will be reviewed during the plan check and inspection review process prior to commencing operations.

Section 6: Based upon the evidence presented, the above findings, and the Conditions of Approval imposed upon the project, the Commission hereby approves Conditional Use Permit No. 2024-07.

Section 7: This Resolution shall take effect immediately upon its adoption.

Passed and Adopted on this 17th day June, 2025.

John Gray, Chair
PC Reso. No. 2025-____

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7 Attest:
___________________________________
Damaris Abraham,
Community Development Director

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF LAKE ELSINORE )
I, Damaris Abraham, Community Development Director of the City of Lake Elsinore, California, hereby certify that Resolution No. 2025-__ was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held June 17, 2025 and that the same was adopted by the following vote:

AYES
NOES:

ABSTAIN:

ABSENT:

Damaris Abraham,
Community Development Director
RESOLUTION NO. 2025-

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2024-05 FOR THE CONSTRUCTION OF A NEW 980 SQ. FT. DRIVE-THROUGH DUTCH BROS COFFEE SHOP LOCATED ON LOT 5 OF TENTATIVE PARCEL MAP NO. 38281 WITHIN THE EVERGREEN COMMERCIAL DEVELOPMENT (A PORTION APN 377-020-014)
Whereas, Brianna Uy, Barghausen Consulting Engineers, Inc., has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2021-34 which includes Commercial Design Review (CDR No. 2024-05) to develop and operate a 980 square-foot drive-through Dutch Bros Coffee Shop with a 340 sq. ft. outdoor dining area and amendment to Conditional Use Permit No. 2021-12 (CUP No. 2024-07) to modify the previously approved drive-through operation;
Whereas, the project site is located south of Central Avenue/State Route 74 (SR-74) and east of Cambern Avenue, which is within the retail center known as Evergreen Commercial Development that is currently under construction. The entire Evergreen Commercial Development is approximately 8.86-acres. The proposed Dutch Bros Coffee Shop will be located on an approximately 1.13-acre lot (Lot 5 of TPM 38281) which is a portion of Assessor Parcel Number 377-020-014;
Whereas, on April 25, 2023, the City Council approved Planning Application No. 2021-34 to establish an approximately 57,000 sq. ft. new commercial center known as Evergreen Commercial Development. The project’s approval included CDR No. 2021-17 to construct five (5) new commercial buildings, CUP No. 2021-09 to allow a 4,116 sq. ft. car wash and 25 self-service vacuum stations, CUP No. 2021-10 to allow a 3,000 sq. ft. quick-service restaurant with a drive- through lane, Conditional Use Permit No. 2021-11 to establish a 4,088 sq. ft. convenience store, fuel canopy with eight (8) pumps with concurrent sale of beer and wine for off-site consumption, and CUP No. 2021-12 to allow a 3,000 sq. ft. quick-service restaurant with a drive-through lane; Whereas, Section 6.0 of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell undergo the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) process to analyze the scope of the proposed development and establish a building envelope that is consistent with the MSHCP criteria;
Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency findings demonstrating that the proposed discretionary entitlement complies with the MSHCP Criteria Cell, and the MSHCP goals and objectives;
Whereas, pursuant to Section 17.415.060 (Minor Design Review), Section 17.410.070 (Approving Authority), and Section 17.410.030 (Multiple Applications) of the LEMC, the Planning Commission (Commission) has been delegated the responsibility of reviewing and approving, conditionally approving, or denying this minor design review application; and Whereas, on June 17, 2025, at a duly noticed Public Hearing, the Commission has considered evidence presented by the Community Development Department and other interested parties with respect to this item.

PC Reso. No. 2025-____

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8 NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:

Section 1: The Commission has considered the project and its consistency with the MSHCP prior to adopting Findings of Consistency with the MSHCP.

Section 2: That in accordance with the MSHCP, the Commission makes the following findings for MSHCP consistency:

1. The project is not subject to the City’s LEAP and the Western Riverside County Regional Conservation Authority’s (RCA) JPR processes as it is not located within a Criteria Cell.

4. The project is consistent with the Fuels Management Guidelines because the project site is not within or adjacent to any MSHCP Criteria Cell or conservation areas.

5. The project has been conditioned to pay any applicable MSHCP Local Development Mitigation fees.

PC Reso. No. 2025-____

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8 Section 4: The Commission finds that no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier adopted Mitigated Negative Declaration (MND) (SCH # 2022090133). All potentially significant impacts have been avoided or mitigated pursuant to the earlier MD and none of the conditions described in Section 15162 exist. MND (SCH # 2022090133) was adopted in 2023 for the master Evergreen Commercial Development. No substantial changes that require major revisions to the MD exist and no new information of substantial importance that require revisions to the earlier MND exist.

Section 5: That in accordance with Section 17.415.050.G of the LEMC, the Commission makes the following findings regarding Commercial Design Review No. 2024-05:

1. The project, as approved, will comply with the goals and objectives of the General Plan and the zoning district in which the project is located.

The current zoning designation of the subject site is General Commercial (C-2), the intent of the C-2 district is to provide appropriate locations consist with the General Plan to accommodate a full range of retail stores, offices, personal and business service establishments offering commodities and services scaled to meet the needs of the residents of the entire city. The proposed project is a new drive-through establishment situated in one of the city’s major commercial hubs and therefore, the project is consistent with the C-2 zoning district.

2. The Project complies with the design directives contained in the LEMC and all applicable provisions of the LEMC.

The project is appropriate to the site and surrounding developments. The architectural design of the proposed buildings conforms to the Nonresidential Development Standards (Chapter 17.112) of the LEMC. Sufficient setbacks and enhanced onsite landscaping have been provided thereby creating interest and varying vistas as a person moves along abutting streets. The architecture has been designed to achieve harmony and compatibility with the surrounding area. The colors and materials proposed will assist in blending the architecture into the existing landscape and are compatible with other colors and materials used on other properties near the project site. In addition, safe and efficient circulation has been achieved onsite.

3. Conditions and safeguards pursuant to Section 17.415.050.G.3 of the LEMC, including guarantees and evidence of compliance with conditions, have been incorporated into the approval of the Project to ensure development of the property in accordance with the objectives of Section 17.415.050.

PC Reso. No. 2025-____

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8 Pursuant to Section 17.415.050.E of the LEMC, the project was considered by the Planning Commission at a duly noticed Public Hearing held on June 17, 2025. The project, as reviewed and conditioned by all applicable City divisions, departments and agencies, will not have a significant effect on the environment. Further, compliance with the conditions of approval will be reviewed during the plan check and inspection review process prior to commencing operations.

Section 6: Based upon the evidence presented, the above findings, and the Conditions of Approval imposed upon the project, the Commission hereby approves Commercial Design Review No. 2024-05.

Section 7: This Resolution shall take effect immediately upon its adoption.

Passed and Adopted on this 17th day of June, 2025.

John Gray, Chair
Attest:
______
_____________________________
Damaris Abraham,
Community Development Director

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

AYES:

NOES:

ABSTAIN:

ABSENT:

Damaris Abraham,
Community Development Director
Applicant’s Initials: _____ Page 1 of 4

CONDITIONS OF APPROVAL
PROJECT: PA 2021-34 (CDR 2024-05 & CUP 2024-07)
PROJECT NAME: Evergreen Commercial Development – Dutch Bros PROJECT LOCATION: A Portion of APN: 377-020-014
APPROVAL DATE:

EFFECTIVE DATE:

EXPIRATION DATE:

GENERAL CONDITIONS

1. The project proposes to develop and operate a 980 square-foot drive-through Dutch Bros Coffee Shop with a 340 sq. ft. outdoor dining area (CDR No. 2024-05) and an amendment to Conditional Use Permit No. 2021-12 (CUP No. 2024-07) to modify the previously approved drive-through operation. The project site is located south of Central Avenue/State Route 74 (SR-74) and east of Cambern Avenue, which is within the retail center known as Evergreen Commercial Development that is currently under construction. The entire Evergreen Commercial Development is approximately 8.86-acres. The proposed Dutch Bros Coffee Shop will be located on an approximately 1.13-acre lot (Lot 5 of TPM 38281) which is a portion of Assessor Parcel Number 377-020-014.

2. The applicant shall defend (with counsel acceptable to the City), indemnify, and hold harmless the City, its Officials, Officers, Employees, Agents, and its Consultants (Indemnitees) from any claim, action, or proceeding against the Indemnitees to attack, set aside, void, or annul an approval of the City, its advisory agencies, appeal boards, or legislative body concerning approval, implementation and construction of CDR 2024-05 and CUP 2024-07, which action is bought within the time period provided for in California Government Code Sections 65009 and/or 66499.37, and Public Resources Code Section 21167, including the approval, extension or modification of CDR 2024-05 and CUP 2024-07 or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant's indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys' fees, penalties and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. The City will promptly notify the applicant of any such claim, action, or proceeding against the City. If the project is challenged in court, the City and the applicant shall enter into formal defense and indemnity agreement, consistent with this condition.

3. Within 30 days of project approval, the applicant shall sign and complete an “Acknowledgement of Conditions,” and shall return the executed original to the Community Development Department for inclusion in the case records.

PLANNING DIVISION

4. Conditional Use Permit No. 2024-07 shall lapse and become void two years following the date on which the conditional use permit became effective, unless one of the following: (1) prior to the expiration of two years, a building permit related to the conditional use permit is issued and construction commenced and diligently pursued toward completion; or (2) prior to the expiration of two years, the applicant has applied for and has been granted an extension PA 2021-34/CDR 2024-05 & CUP 2024-07
Conditions of Approval PC Hearing: June 17, 2025 Applicant’s Initials: _____ Page 2 of 4 3 8
8 5
3 of the conditional use permit approval pursuant to subsections (a), (b), and (c) of Lake Elsinore Municipal Code (LEMC) Section 17.415.070.D.2. Subject to the provisions of LEMC Section

17.415.070.I, a conditional use permit granted pursuant to the provisions of this section shall run with the land and shall continue to be valid upon a change of ownership of the site or structure, which was the subject of the Conditional Use Permit application.

5. Commercial Design Review No. 2024-05 shall lapse and become void two years following the date on which the design review became effective, unless one of the following: (1) prior to the expiration of two years, a building permit related to the design review is issued and construction commenced and diligently pursued toward completion; or (2) prior to the expiration of two years, the applicant has applied for and has been granted an extension of the design review approval pursuant to subsections (1) and (2) of LEMC, Section

17.415.050.I.1. Notwithstanding conditions to the contrary, a design review granted pursuant to LEMC Section 17.415.050.I.2 shall run with the land for this two-year period, subject to any approved extensions, and shall continue to be valid upon a change of ownership of the site, which was the subject of the design review application.

6. An application for modification, expansion or other change in a Conditional Use Permit shall be reviewed according to the provisions of the Section 17.415.070 of the LEMC, in a similar manner as a new application

7. If operation of this use raises concerns related to parking, noise, traffic, or other impacts, at the discretion of the Community Development Director, this Conditional Use Permit may be referred back to the Planning Commission for subsequent review at a Public Hearing. If necessary, the Commission may modify or add conditions of approval to mitigate such impacts or may revoke said Conditional Use Permit.

8. The project shall comply with all the underlying conditions of approval for PA 2021-34 (TPM 38195, TPM 38281, CUP 2021-09, CUP 2021-10, CUP 2021-11, CUP 2021-12, CDR 2021- 17, PCN 2021-01, PCN 2021-02, and SIGN 2021-35) approved by the City Council on April 25, 2023.

9. All site improvements shall be constructed as indicated on the submitted plans. The applicant shall meet all required development standards as indicated by the Commercial Design Guidelines and the LEMC. Any other revisions to the approved site plan or building elevations shall be subject to the review of the Community Development Director or his designee. All plans submitted for Building Division Plan Check shall conform to the submitted plans.

10. All materials and colors depicted on the plans shall be used. If the applicant wishes to modify any of the approved materials or colors depicted on the plans, the applicant shall submit a proposal setting forth the modifications for review by the Community Development Director or his designee.

11. No individual signs are approved as part of this approval. The applicant or designee shall submit an application for a sign permit, pay appropriate fees and receive approval from the Community Development Department for any sign(s) installed at the project site consistent with the sign program for the project.

12. The Applicant shall comply with all applicable City codes and ordinances.

13. The applicant will be required to provide a Queueing Management Plan prior to occupancy of PA 2021-34/CDR 2024-05 & CUP 2024-07
Conditions of Approval PC Hearing: June 17, 2025 Applicant’s Initials: _____ Page 3 of 4 3 8
8 5
3 the drive-through restaurant building. The project shall be required to comply with the Queuing Management Plan at all times to ensure that the operation of the drive-through does not interfere with free and orderly circulation of the parking lots and to avoid spillover of vehicles in the public right-of-way.

14. If any of the conditions of approval set forth herein fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny or further condition issuance of all future building permits, deny revoke, or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the property title; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation.

15. The applicant shall comply with all mitigation measures identified in the Mitigation Monitoring & Reporting Program for the Mitigated Negative Declaration (Environmental Review No. 2021- 05; SCH # 2022090133) prepared for the project.

BUILDING DIVISION

16. The applicant shall meet all applicable Building Codes in effect at the time, including requirements for the occupancy.

ENGINEERING DEPARTMENT

17. The project shall comply with all underlying conditions of approval for PA 2021-34 (TPM 38195, TPM 38281, CUP 2021-09, CUP 2021-10, CUP 2021-11, CUP 2021-12, CDR 2021- 17, PCN 2021-01, PCN 2021-02, and SIGN 2021-35) approved by the City Council on April 25, 2023.

18. Project is required to follow all City and State codes, Engineering standards, and regulations applicable at the time of final engineering.

19. The project shall obtain formal approval of the Final Water Quality Management Plan (FWQMP) prior to issuance of any grading permit.

20. Project is required to implement mitigation measures identified in the approved Traffic Management Plan and Traffic Study referenced in the project’s approval documents.

CITY OF LAKE ELSINORE FIRE MARSHAL

21. The applicant/operator shall comply with all requirements of the Riverside County Fire Department Lake Elsinore Office of the Fire Marshal. Questions should be directed to the Riverside County Fire Department, Lake Elsinore Office of the Fire Marshal at 130 S. Main St., Lake Elsinore, CA 92530. Phone: (951) 395-1759.

PA 2021-34/CDR 2024-05 & CUP 2024-07
Conditions of Approval PC Hearing: June 17, 2025 Applicant’s Initials: _____ Page 4 of 4 3 8
8 5
3 I hereby state that I acknowledge receipt of the approved Conditions of Approval for the above named Project and do hereby agree to accept and abide by all Conditions of Approval as approved by the Planning Commission on ______________. I also acknowledge that all Conditions shall be met as indicated.

Date:

Applicant’s Signature:

Print Name:

Address:

Phone Number:
0 310155
US Feet
±
Coordinate System: NAD 1983 StatePlane California VI FIPS 0406 Feet Planning Application No. 2021-34
CUP No. 2024-07, CDR No. 2024-05
Aerial Map
Earthstar
Geographics
SH-74

DEXTER PL
HIGHWAY 74
I-15

DEXTER AVE

ALLAN ST

CAMBERN AVE

CONARD AVE
I-15

WELCH DR
8TH ST
10TH ST
I-15 NBON

CRANE ST
I-15 SBON

ALLAN ST
I-15 NBOFF

THIRD ST
Maxar
0 375187.5
US Feet
±
Coordinate System: NAD 1983 StatePlane California VI FIPS 0406 Feet Planning Application No. 2021-34
CUP No. 2024-07, CDR No. 2024-05
Vicinity Map
SH-74
I-15

DEXTER PL
I-15

ALLAN ST

CONARD AVE
I-15
NBON

CAMBERN AVE

MELBY DR

DEXTER AVE

CRANE ST

WELCH DR
HIGHWAY 74
10TH ST

ALLAN ST
8TH ST
I-15 SBON

THIRD ST
I-15 NBOFF

0 310155
US Feet
±
Coordinate System: NAD 1983 StatePlane California VI FIPS 0406 Feet Planning Application No. 2021-34
CUP No. 2024-07, CDR No. 2024-05
General Plan Exhibit
BP - Business
Professional
CMU -
Commercial
Mixed Use
SP -
Specific Plan
GC - General
Commercial
HDR - High
Density
Residential
LDR - Low
Density
Residential
LDR -
Low Density
Residential
MDR -
Medium Density
Residential
MDR - Medium
Density Residential
SP -
Specific
Plan
GC -
General
Commercial
GC -
General
Commercial
CMU -
Commercial
Mixed Use
SH-74
I-15

DEXTER PL
I-15
NBON
HIGHWAY 74

DEXTER AVE ALLAN ST
I-15
SBON

CONARD AVE

CAMBERN AVE
8TH ST
10TH ST

CRANE ST

WELCH DR
I-15

ALLAN ST
I-15 NBOFF

THIRD ST

0 200100
US Feet
±
Coordinate System: NAD 1983 StatePlane California VI FIPS 0406 Feet Planning Application No. 2021-34
CUP No. 2024-07, CDR No. 2024-05
Zoning Exhibit
C2 - General
Commercial
R3 - High
Density
Residential
C2 - General
Commercial
C2 - General
Commercial
RE -
Residential
Estate
RE -
Residential
Estate
R2 - Medium
Density
Residential
HIGHWAY 74
DEXTER
AVE

WELCH DR

ALLAN ST

CONARD AVE

CAMBERN AVE

CRANE ST

THIRD ST

ALLAN ST

DUTCH BROS COFFEE992 SQ. FT.

GROCERY -43,050 SF
15' ROW15' SETBACK
DUTCH BROS COFFEE980 SQ. FT.

CAMBERN AVENUE
W
W
W
W
W
W
W
OHW
OHW
OHW
ACCESS

VICINITY MAP

SITE LOCATION
LEGEND
PROJECT DATASCALE: 1"=20'

PRELIMINARY NOT FOR CONSTRUCTION
“ “ ”“ ” ”
2019 DBFranchising USA, LLC
Dial 811Callbefore you dig.below.Know what's
CONSTRUCTION NOTES:

ENGINEERGEOTECHNICAL

SURVEYOR
OWNER

DEVELOPER

PHONEREPRESENTATIVESUTILITY REPRESENTATIVESUTILITY

LEGAL DESCRIPTION
DUTCH BROS COFFEE992 SQ. FT.
28 28
15 15' ROW15' SETBACK
DUTCH BROS COFFEE980 SQ. FT.1315.00

CAMBERN AVENUE
W
W
W
W
W
W
W
OHW
OHW
OHW
ACCESS

VICINITY MAP

SITE LOCATION
LEGEND
SCALE: 1"=20'

PRELIMINARY NOT FOR CONSTRUCTION
“ “ ”“ ” ”
2019 DBFranchising USA, LLC
Dial 811Callbefore you dig.below.Know what's
PRELIMINARY ESTIMATED EARTHWORK QUANTITIES:AREA TO BE DISTURBED =CUT:FILL:NET:····· ACRESCYCY3000300 CY (CUT)0.56
1300
1320
1300
1320
-0+500+001+002+002+50
1300
1320
1300
1320
-0+500+001+002+002+50

VICINITY MAP

SITE LOCATION

PRELIMINARY NOT FOR CONSTRUCTION
“ “ ”“ ” ”
2019 DBFranchising USA, LLC
Dial 811Callbefore you dig.below.Know what's

CROSS SECTION A

CROSS SECTION B
SCALE: 3/8" = 1'-0" FLOOR PLAN10'3'2'1'
A2.0
“ “ ”“ ” ”
SHEET NAME:

SHEET NUMBER:

REFERENCE FLOORPLAN
3'-2"
11'-3"
3'-0"
6'-10 1/2"
5'-0"

SCALE: 1/4" = 1'-0"REAR ELEVATIONSCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0" 1
4 +24'-0"
B.O AWNING+10'-6"
+3'-2"
+0'-0"
T.O. PARAPET 3

ELEVATION - WALK-UP WINDOW
3 B.O CANOPY &AWNING
SCALE: 1/4" = 1'-0"

ELEVATION - DRIVE-THRU WINDOW
1B1A
1B
+24'-0"
T.O. PARAPET 3
T.O. CAP+3'-2"
+10'-6"
+10'-6"
+20'-10 1/2"
+24'-0" 1A
T.O. CANOPYPARAPET+12'-3"
+20'-10 1/2"
+20'-10 1/2"
+0'-0"
T.O. CAP
FRONT ELEVATION 2
+0'-0"
B.O CANOPY &AWNING
+5 12" FURROUT
T.O. SLAB
T.O. PARAPET 3
T.O. SLAB
T.O. SLAB
B.O CANOPY &AWNING+10'-6"
+12'-3"
+20'-10 1/2"
+24'-0"
T.O. PARAPET 2
T.O. PARAPET 2
T.O. PARAPET 2
+3'-2"
T.O. PARAPET 2
T.O. SLAB
T.O. CANOPYPARAPET+12'-3"
T.O. PARAPET 3
T.O. CAP
+0'-0"

XXXX FRAMED CANOPY
SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP. CANOPY SOFFIT5 CANOPY COLUMNS6
CANOPY FASCIA4
CANOPY FASCIA4
SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.

CANOPY COLUMNS6
CANOPY SOFFIT5

FRAMED CANOPY

LINE OF ROOF TOP UNITS BEYOND,SHIELDED FROM VIEW PARAPETS

LINE OF ROOF TOP UNITS BEYOND,SHIELDED FROM VIEW PARAPETS T.O. PARAPET
3'-6" MIN.

METAL AWNING,SEE DETAIL 2/A4.0
CANOPY COLUMNS6
INTERNAL CANOPY ROOFDRAIN; REFER TO A3.1 & A4.0FOR ADDITIONAL INFORMATION +5 12" FURROUT
EQ21A EQ21B
EQ21AEQ21BEQ21B
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2

LIGHTED SIGN, INSTALLED BY SIGNCONTRACTOR, COORDINATE WITHELECTRICAL J-BOX AND BLOCKINGREQUIREMENTS STONE VENEER3
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1A
STAINLESS STEEL SERVICE TRAY,DUTCH BROS FURNISHED,CONTRACTOR INSTALLED.

SIDING SYSTEM1A LIGHTED SIGN, INSTALLED BYSIGN CONTRACTOR,COORDINATE WITH ELECTRICALJ-BOX AND BLOCKING REQUIREMENTS PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B
SIDING SYSTEM2
SIDING SYSTEM2
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2 PRE-FINISHED PARAPET CAP FLASHING,COLOR TO MATCH 1A PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1B
SIDING SYSTEM1A
PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1BSIDING SYSTEM1APRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 1A SIDING SYSTEM2
6" STEEL PIPE BOLLARDWITH PLASTIC SLEEVE,COLOR: DUTCH BROS. BLUE ADDRESS NUMBERS:-12" ARIAL FONT-2" STROKE-SATIN ALUM. FINISH-VERIFY FINAL LOCATION 6" STEEL PIPE BOLLARD WITHPLASTIC SLEEVE,COLOR: DUTCH BROS. BLUE PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH 2
FIBER CEMENT SIDINGSYSTEM2
LOCK BOX KEYEQ34WALL HYDRANTP16COORD. W/PLUMBING

LIGHTED SIGN,INSTALLED BY SIGN CONTRACTOR,COORDINATE WITH ELECTRICALJ-BOX AND BLOCKING REQUIREMENTS SIDING SYSTEM1B
SIDING SYSTEM1B
LED MENU BOARDEQ21
METAL AWNING,SEE DETAIL 2/A4.0
METAL AWNING,SEE DETAIL 2/A4.0
SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.

METAL AWNING,SEE DETAIL 2/A4.0
STONE VENEER3
LED MENU BOARDEQ21

LIGHTED SIGN,INSTALLED BY SIGNCONTRACTOR,COORDINATE WITH ELECTRICALJ-BOX AND BLOCKINGREQUIREMENTS STONE VENEER3 ROOF OVERFLOWDOWNSPOUT P-14ZURN Z1999;COORD. W/ PLUMBINGBULK TANK FILL BOXEQ19AROOF OVERFLOWDOWNSPOUT P-14ZURN Z1999; COORD.W/ PLUMBING OVERFLOWDOWNSPOUT P-14ZURN Z1999;COORD. W/ PLUMBING

WALL MOUNTEDLIGHT FIXTURE
METAL AWNING,SEE DETAIL 2/A4.0

LIGHTED SIGN,INSTALLED BY SIGN CONTRACTOR,COORDINATE WITH ELECTRICALJ-BOX AND BLOCKINGREQUIREMENTS FRAMED CANOPYCANOPY FASCIA4
CANOPY SOFFIT5

LINE OF ROOF TOP UNITS BEYOND,SHIELDED FROM VIEW PARAPETS SIDING SYSTEM 1B
SIDING SYSTEM1B
SIDING SYSTEM1A

PROPOSEDELECTRICAL GEARLOCATION
EXTERIOR FINISH SCHEDULEID TAGMATERIALMANUFACTURERMODELREMARKS ZONE 1 (BODY)1AEXTERIOR CEMENTPLASTERSHERWIN WILLIAMS8656-11295 - BLDG DB DARK GRAY3-COAT SYSTEM W/ ACRYLIC MEDIUMSAND FINISH; REVEALS AS SHOWN1BEXTERIOR CEMENTPLASTERSHERWIN WILLIAMS8656-12046 - BLDG DB LIGHT GRAY3-COAT SYSTEM W/ ACRYLIC MEDIUMSAND FINISH; REVEALS AS SHOWNZONE 2 (TOWER) (Z2)2FIBER CEMENT SIDINGNICHIHAILLUMINATION, AWP 1818 W/ OPENOUTSIDE CORNERSFACTORY PAINTED BLDG DB BLUE; CAPFLASHING TO MATCH BLDG DB BLUEZONE 3 (3'-2" BASE)3STONE VENEERELDORADO STONECLIFFSTONE, BANFF SPRINGSSTONE VENEER SILLELDORADO STONESNAPPED EDGE WAINSCOT SILL;PEWTER ZONE 4 (FRAMED CANOPY)4FASCIAWESTERN STATES METALROOFINGT-GROOVE, 10"3 SIDES; COLOR: BLDG DB DARK GRAY5SOFFITHEWN ELEMENTSNATURAL NORTHWESTERNSPRUCE1X6, T&G, 18" REVEAL 6COLUMNSELDORADO STONECLIFFSTONE, BANFF SPRINGSNOTE: EXTERIOR DOORS TO BE PAINTED PER A6.1 A6.1

REFERENCE FLOORPLAN
“ “ ”“ ” ”
SHEET NAME:

SHEET NUMBER:

DESCRIPTION:DATE:REV:Project No: CA5803Dutch Bros Coffee - New Freestanding Store2550 - A1 PROTOTYPESEC CENTRAL AVE. & CAMBERN AVE.LAKE ELSINORE, CA 92532 c
ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742 DATE: 08/26/2024
Y:\Active Projects\Dutch Bros\24 - CA5803 SEC Central Ave. & Cambern Ave., Lake Elsinore, CA\Drawings\CA5803 - A6.0 - BUILDING ELEVATIONS - A1.dwg,11/6/2024 1:09:15 PM, belle TRASH ENCLOSURE PLANSCALE: 1/2" = 1'-0" 1
TS 3" x 2" x 1/4" STD STEEL,WELD ALL JOINTS &GRIND SMOOTH (2) 6" DIA. PIPE GATEPOST FILL SOLID W/ CONCRETE,EMBED 3'-0" INTO CONC. FTG.PAINT PER PLAN3" x 2" x 1/4" STD. STEEL ANGLE,WELD ALL JOINTS & GRIND SMOOTHMETAL SIDING TOMATCH BUILDING (3) STEEL HINGECOLLARS W/ GREASE FITTINGS,WELD TO GATE ANGLE FRAMING,PAINT PER PLAN

METAL SIDING,PAINT PER PLAN
1"

CMU, PER PLANW/ SOLID GROUTAND REINFORCINGPER STRUCTURAL 3" x 2" x 1/4" HSS FRAME,WELD ALL JOINTS & GRIND SMOOTH,PAINT PER PLAN 6" DIA. HSS GATE POST (4" DIA.AT MANGATE) FILL SOLID WITH CONCRETE,EMBED 3'-0" INTO CONC. FTG. PAINTPER PLAN3" x 2" x 1/4" STD. STEEL ANGLE,WELD ALL JOINTS & GRIND SMOOTH,PAINT PER PLAN (3) STEEL HINGE COLLARSW/ GREASE FITTINGS,WELD TO GATE ANGLE FRAMING,PAINT PER PLAN 7/8" STEEL RODSLIDE STOP TAB

PRE-MANUFACTUREDMETAL GATE HANDLES
1 1/2" X 1/4" FLAT STOCKLOCK TABCANE BOLT"HOLD-OPEN" TABS

FINISHGRADE
6'-0" T.O. WALL
8"x8"x16" SPLIT FACECONC. BLOCK - SOLIDGROUT CELLSw/ #4 @ 24" VERTICAL @ ℄ AND #4 @ 24" HORIZ. PERSTRUCT. CALCS GROUT SOLIDBELOW GRADE, TYP.
4" 3000 PSI CONC. SLAB#4 @ 16" O.C. TYP.
1'-6"2'-6"#4 @ 24" O.C. TYP.(ALT. BEND)
32" LAP
2 - #4 CONT.
6" CURB AS OCCURS -SEE PLAN
TRASH ENCLOSURE SECTIONSCALE: 1/2" = 1'-0" 6
2 TRASH ENCLOSURE GATE JAMB DETAILSCALE: 1-1/2" = 1'-0" TRASH ENCLOSURE GATE JAMB DETAILSCALE: 1-1/2" = 1'-0"4 7 TRASH ENCLOSURE GATE JAMB DETAILSCALE: 1/2" = 1'-0"
TRASH ENCLOSURE GATE LOCKING HANDLESCALE: 1-1/2" = 1'-0"3 1'-6"
3'-0" MIN.
1'-0"2'-0"
2"
3'-0"
CONCRETE CAP6" DIA. STEELPIPE FILLEDw/ CONCRETESLOPEDCONCRETEBASE CONCRETEFOOTING,REFER TOSTRUC. FORREINFORCEMENTINCREASE DEPTH WHEREFROST DEPTH EXCEEDS 3'-0".COORD. W/ STRUCTRUALFOR FROST DEPTH.BOLLARD DETAILSCALE: 1/2" = 1'-0"5 TRASH ENCLOSURE GENERAL NOTES:1.REFER TO STRUCTURAL FOR MASONRY, CONCRETE, STRUCTURAL STEEL AND REINFORCING STEEL FOR SPECIFICATIONS.2.PROVIDE LOCKING MECHANISM ON GATES AND PEDESTRIAN GATE.3.PROVIDE SITE LIGHTING AT TRASH ENCLOSURE. MIN. 5 FOOT CANDLE.4.GATE TO BE BUILT WITH 3"X 2" SQUARE STEEL TUBING WITH ALL JOINTS FULLY WELDED TOGETHER AND 1 CROSS MEMBER PER GATE. FRAME TO BEPRIMED AND PAINTED PER PLAN. 3" x 2" x 1/4" STD. STEEL ANGLEWELD ALL JOINTS & GRIND SMOOTH 18 GA METALDECK; PER PLANTS 3" x 2" x 1/4" STD STEEL,WELD ALL JOINTS & GRIND SMOOTH ROUND CONCRETE TOP,PAINT PER PLAN6" DIA GALVANIZED PIPE GATE POST,FILL SOLID WITH CONCRETE, PAINTPER PLAN (3) GALVANIZED STEEL HINGE COLLARSW/ GREASE FITTINGS WELD TO GATEANGLE FRAMING PAINT PER PLAN 3" X 1/4" STEEL PLATEWELDED TO METAL DECK(3) STEEL HINGE COLLARSW/ GREASE FITTING; WELD TO GATEANGLE FRAMING; PAINT PER PLANTS INTERMEDIATE 3" x 2" x 1/4"STD. STEEL FRAME; WELD ALLJOINTS GRIND SMOOTH(3) STEEL HINGERETAIN SLEEVE WELDED TOSTEEL GATE POST1/2" EXPANSION JOINTCONCRETE DUMPSTER PADOVER GAVEL SLOPE TO DRAIN;REFER TO STRUCTURAL SHEETS #3 TIES @ 12"(4) #4 VERTICAL(1) EA. CORNER
3" CLR.TYP.
(3) #3 TIES @ 3"O.C. @ TOP.

PROVIDE (2) LED STRIP LIGHTING SPACEDEQUALLY AT UNDERSIDE OF TRASHENCLOSURE ROOF; REFER TO ELECTRICALPLANS FOR ADDITIONAL INFORMATION DUMPSTERBY REFUSE SERVICEPROVIDERDUMPSTERBY REFUSE SERVICEPROVIDER6" STEP 20'-0"
3A9.0
7A9.05'-6" 6'-0"CL
CL
CL
1A9.1
2A9.1
8"
3'-1" x 5'-2" PEDESTRIANACCESS GATE, W/ 4" HSSPOSTS, FILLED W/CONC.,EMBED 36" INTOCONC. FTG. 6"H x 6"W CONC. CURBAT SIDES OF TRASHENCLOSURE, TYP.
4" THICK, 3000 P.S.I.CONCRETE SLAB WITH6x6-W1.4x1.4 STL. MESH 4" THICK, 3000 P.S.I.CONCRETE SLABWITH 6x6-W1.4x1.4STL. MESH (2) 4'-4" x 5'-8" STEEL GATES,W/ 6" DIA. HSS GATE POST,FILLED W/ CONC.;EMBED 36" INTOCONC. FTG.

PROVIDE METAL SLEEVES INCONC. APRON FOR GATECANE ANCHORS, TYP.

SIM.

CLCL
6A9.0TYP.
6'-0"CL
7A9.0
3A9.11"1'-6" TYP.1'-6" TYP. 12'-0"
6"H x 6"W CONC.CURB AT SIDES OFTRASH ENCLOSURE, TYP.

SLOPE: 1/8" PER FOOT
20'-0"PROVIDE METAL SLEEVESIN CONC. APRON FORGATE CANE ANCHORS, TYP.

PROVIDE METAL SLEEVES INCONC. APRON FOR GATECANE ANCHORS, TYP.

YARD HYDRANT LOCATION,PROVIDE 3/4" WATER LINE,COORD. W/ PLUMBING8"x16"x8" SPLIT FACE,CMU WALLSW/ 12"x16"x2" CMU CAP3 3 (2) 4'-4" x 5'-8" STEEL GATES,W/ 6" DIA. HSS GATE POST,FILLED W/ CONC.; EMBED 36" INTOCONC. FTG. 6" METAL BOLLARDFILLED W/ CONC.6" METAL BOLLARDFILLED W/ CONC. 7'-0"
4'-0"
14'-8"4'-0"1'-4"
TRASH ENCLOSUREPLAN/ ELEVATIONSA9.0
“ “ ”“ ” ”
SHEET NAME:

SHEET NUMBER:

SIMPSON CC
4"X4" POST
1" DRY PACKPLASTER FINISHT.O.CMU

SIMPSON CBSQPER STRUCTURALCALCSPLAN VIEW

PAINT ALL EXPOSED METAL
TRASH ENCLOSURE MATERIALSIDMATERIALMANUFACTURERCOLORNOTES3SPLIT FACE8X8X16BASALITE490IF INTEGRAL COLORBLOCK IS UNAVAILABLE,BLOCK TO BE PAINTEDDB DARK GRAYCMU CAPBASALITE49012X16X2 PT-2PAINTSHERWIN-WILLIAMS8656-1125 - BLDG DBDARK GRAYBLDG DB DARK GRAY,GATES BODY, ROOFBEAMS & POSTSPT-3PAINTSHERWIN-WILLIAMS8656-12045 - BLDGDB BLUEBLDG DB BLUE, GATEFRAMES & POSTSPROVIDE ANTI GRAFFITI COATING AT EXTERIOR; INTERIOR SURFACE TO BE SMOOTH & NON-ABSORBENT 11'-7"1'-2" 1'-2"
1'-2"22'-1"19'-9"1'-2"
13'-11"
8" CMU WALL BELOW
HATCHED AREA DENOTES GIFLASHING BETWEEN 4X10 BEAMS;UNDERSIDE TO BE PAINTED PT-2 PROVIDE (2) LED STRIP LIGHTING SPACEDEQUALLY AT UNDERSIDE OF TRASHENCLOSURE ROOF; REFER TO ELECTRICALPLANS FOR ADDITIONAL INFORMATION (10) 4x10 BEAM EVENLYSPACED; PAINTED PT-2
3 PROVIDE SIMILAR LOCKINGMECHANISM TO MAIN GATEPEDESTRIAN ACCESS DOOR,W/ CORRUGATED METAL,PAINTED PER PLAN.PROVIDE SIMILAR LOCKINGMECHANISM TO MAIN GATE

HSS GATE POSTPAINT PER PLAN
3 6'-0" T.O. WALL3'-0" EMBED, TYP.
16 GA GI FLASHING BETWEEN4X10 BEAMS FOR FULLDEPTH OF ENCLOSURE/SEAL EDGESEVENLY PACED (10)4X10 BEAM4A9.1 A35 EA. SIDE,EA END OF4X10 TO 4X164X104X16
1'-8"1"1'-4"
3 4A9.0(3) 3"x1/4" STEEL PLATESWELDED TO METAL DECK
CONC.CURBPERCIVIL DWGS.
6" DIA. HSS GATE POSTFILL SOLID w/ CONCRETE,EMBED 3'-0" INTO CONC. FTG.W/ 5/8" Ø x 6" ANCHOR,PAINT PER PLAN 3/4" PIPE CANE BOLT HOLDER,SET INTO CONC. SLAB, 4" DEEP1/2" DIA. x 26"L CANE BOLTLATCH RODS

CORRUGATED METALPAINTED PER PLAN
CMU WALLS,PER PLANCOORD.W/ STRUCT.

HSS POST EMBEDIN CONC., TYP.CANE BOLT"HOLD-OPEN" TABS
4" SQUARE POST@(4) CORNERS
4X10 BEAMPT-2
4" SQUARE POST@(4) CORNERSPT-2
4X16 BEAMPT-2
16 GA GI FLASHING BETWEEN4X10 BEAMS FOR FULLDEPTH OF ENCLOSURE/SEAL EDGESEVENLY PACED (10)4X10 BEAMPT-2 4" SQUARE POST@(4) CORNERSPT-2
TRASH ENCLOSUREPLAN/ ELEVATIONSA9.0
“ “ ”“ ” ”
SHEET NAME:

SHEET NUMBER:

STONE VENEER AT WAINSCOT & COLUMNS

ELDORADO STONE - CLIFFSTONE
COLOR: BANFF SPRINGS

EXTERIOR CEMENT PLASTER AT BUILDING,

CANOPY FASCIA & METAL AWNINGS
SHERWIN WILLIAMS - 8656-11295
COLOR: DUTCH BROS DARK GRAY

FIBER CEMENT SIDING AT TOWER
NICHIHA - ILLUMINATION AWP-1818
COLOR: DUTCH BROS BLUE
Dutch Bros Coffee CA5803
SEC Central Ave. & Cambern Ave.

Lake Elsinore, CA. 92532

WAINSCOT SILL

ELDORADO STONE - SNAPPED EDGE
COLOR: PEWTER

EXTERIOR CEMENT PLASTER AT BUILDING
SHERWIN WILLIAMS - 8656-12046
COLOR: DUTCH BROS LIGHT GRAY

DUTCH BROS COFFEE980 SQ. FT.
28 28
15 15' ROW15' SETBACK
DUTCH BROS COFFEE950 SQ. FT.

CAMBERN AVENUE
W
W
W
W
W
W
W
OHW
OHW
ACCESS
’

VICINITY MAP

SITE LOCATION
SCALE: 1"=20'

PRELIMINARY NOT FOR CONSTRUCTION
“ “ ”“ ” ”
2019 DBFranchising USA, LLC
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PROPERTY BOUNDARY

PROPERTY BOUNDARYPROPERTY BOUNDARY

MONUMENT SIGN

Kittelson & Associates, Inc.

TECHNICAL MEMORANDUM

February 11, 2025 Project# 31138
To: City of Lake Elsinore
130 S Main Street
Lake Elsinore, CA 92530
From: Kittelson & Associates, Inc
RE: Dutch Bros at Central Avenue and Cambern Avenue – Trip Generation Memorandum

This technical memorandum summarizes the trip generation estimates for the proposed Dutch Bros coffee shop to be located at the southeast corner of Central Avenue and Cambern Avenue in Lake Elsinore, California (“project”). These estimates are then compared against the overall development’s approved trip generation to help the City determine whether supplemental traffic analyses are required.

PROJECT CONTEXT
The project site would consist of a 950-sf retail structure, 11 proposed vehicle parking stalls including one ADA stall and four EV capable parking stalls, and a vehicle drive-through served by a single service window. The drive-through has two lanes that converge at the service window and has been designed to accommodate a queue of 16 vehicles at one time.

The proposed coffee shop is part of a larger commercial plaza development which will be constructed in two phases. The project site will be developed as part of phase 2 which is anticipated to start construction in 2025.

A more detailed site plan of the Dutch Bros development is provided in Appendix A.

PROJECT TRIP GENERATION
Trip generation for the Dutch Bros project uses a combination of the Institute of Transportation Engineers (ITE) Trip Generation Manual 11th Edition and historical drive-through transaction data of four (4) existing similar Dutch Bros. The similar Dutch Bros selected based on market service, layout, and traffic conditions are at the following locations:
◼ 32690 Yucaipa Blvd, Yucaipa, CA 92399
◼ 81-776 Highway 111, Indio, CA 92201
◼ 44175 Jefferson St, La Quinta, CA 92253
◼ 2560 E Palmdale Blvd, Palmdale, CA 93550

These four locations were chosen because of their similar size and layout to the project (i.e. approximately 950 square feet, two drive-through lanes, and no indoor seating), market competition (i.e. multiple nearby coffee shops and/or Dutch Bros), as well as the suburban-urban traffic context.

\750 The City Drive, Suite 410
Orange, CA 92868
P 714.468.1997
February 11, 2025 Queuing Technical Memorandum Project trip generation Kittelson & Associates, Inc. Page 2
The ITE Trip Generation Manual was used to develop the proportional traffic inflow and outflow rates experienced during weekday morning (AM) and afternoon (PM) peak hours and pass-by rate assumptions.

The hourly average historical Dutch Bros transaction data between April 1, 2023 and March 31, 2024 were used to approximate the total inbound and outbound trips throughout an average weekday and determine the weekday AM and PM peak hours.

The hourly historical transaction data for each location is provided in Appendix B.

Figure 1 visualizes the average historical transaction data across the similar Dutch Bros stores mentioned prior. As shown in the figure, the average peak number of transactions between the stores during the AM network peak period between 7:00 – 9:00 AM is 58, and the average during the PM network peak period between 4:00 – 6:00 PM is 43 transactions. It was assumed that each transaction represents one vehicle, although multiple transactions could occur within one vehicle.

Figure 1: Dutch Bros Daily Drive-Through Transactions Averaged Across All Locations

SOURCE: DUTCH BROS (2024)
Internal capture and pass-by trips are important to capture for the proposed coffee shop. Internal capture trips are significant since their incorporation recognizes trips between different land uses within the same development (such as residential, commercial, and recreational areas) which may not contribute to external road traffic. Internal capture rates that were conservative and consistent with trip generation estimates from the overall development were applied. A pass-by trip reduction of 75% for the AM Peak Hour, PM Peak Hour, and daily traffic was applied, which is the average of the pass -by trip rates from ITE Trip Generation Manual for Land Use 934: Fast-Food Restaurant with Drive-Through Window and Land Use 938: Coffee/Donut Shop with Drive-Through Window and No Indoor Seating. This pass-by trip rate is consistent with previous traffic studies conducted for Dutch Bros in Lake Elsinore.

The site anticipates having seven to nine employees on site throughout the day. At peak times, four of the employees will be outside with one controlling traffic. These employees are on a shift schedule assumed

Drive Thro gh Transactions
Ho r o Da
ee da D tch ros Transaction Data
February 11, 2025 Queuing Technical Memorandum alignment with Overall Development plans Kittelson & Associates, Inc. Page 3
to commute to the site outside of typical AM and PM peak hours so they are not represented in the peak hour but are represented in the daily calculations.

Table 1 presents the inbound/outbound patterns used in the analysis and Table 2 presents the resulting trip generation estimates.

Table 1: Weekday Inbound and Outbound Rates for Trip Generation Land Use Unit
AM Peak Hour PM Peak Hour Daily
In Out In Out In Out
Coffee/Donut Shop with Drive-Through
Window and No Indoor Seating
1000
SF
50% 50% 50% 50% 50% 50%
SOURCE: INSTITUTE OF TRAFFIC ENGINEERS TRIP GENERATION MANUAL, 11TH EDITION.

Table 2: Weekday Project Trip Generation Estimates
Trip Type
AM Peak Hour PM Peak Hour Daily
In Out Total In Out Total In Out Total
Primary Trips 7 12 19 8 6 14 114 114 228
Internal Capture1 28 8 36 12 18 30 246 245 491
Pass-By Trips2 23 38 61 23 19 42 342 343 685
Total Trips3 58 58 116 43 43 86 702 702 1,404
Note:
1 Internal capture rates consistent with the overall development trip generation estimates were utilized. 2 A pass-by trip rate of 75% for AM Peak Hour, PM Peak Hour and Daily Traffic. 3 Total inbound/outbound trip generation estimates are the average hourly historical transaction data across similar Dutch Bros sites.

SOURCE: DUTCH BROS (2024), COMPILED BY KITTELSON & ASSOCIATES, INC (2025)

ALIGNMENT WITH OVERALL DEVELOPMENT PLANS
This section eval ates the proposed co ee shop’s alignment with the overall development’s trip generation for the lot as provided in the approved corresponding traffic study. The overall development anticipated and planned for two quick service restaurants that combine up to 3,871-sf. Table 3 summarizes the AM Peak Hour, PM Peak Hour, and Daily trip generation estimates for Dutch Bros and the approved land use.

The approved traffic study trip generation summary table has been provided in Appendix C.

As demonstrated from the table, the proposed coffee shop will remain within the approved trip generation during the AM and PM peak hours. The daily trip generation is expected to increase by 29 vehicles per day. The daily traffic has less effect on operations of the adjacent roadway network compared to peak hours, and 29 trips (averaging approximately 2 vehicles per operating hour) is considered to have February 11, 2025 Queuing Technical Memorandum alignment with Overall Development plans Kittelson & Associates, Inc. Page 4
negligible impacts on traffic operations but the overall development could look for ways to offset this difference.

Table 3: Overall Development Trip Generation
Land Use Unit
AM Peak Hour PM Peak Hour Daily
In Out Total In Out Total Total
Approved Trip Generation
Fast-Food Restaurant with
Drive-Through Window
3,871
SF
79 76 155 66 61 127 1,824
Internal Capture1 (38) (11) (49) (19) (25) (44) (632)
Pass-By (49% AM; 50% PM/Daily) (20) (20) (40) (18) (18) (36) (596) Subtotal 21 45 66 29 18 47 596

Proposed Trip Generation
Phase 1: Pollo Campero
(Confirmed by Client)
2,580
SF
53 51 104 44 40 84 1,215
Internal Capture1 (25) (7) (32) (13) (16) (29) (421)
Pass-By (49% AM; 50% PM/Daily) (14) (22) (36) (16) (12) (28) (397) Subtotal 14 22 36 15 12 27 397
Phase 2: Dutch Bros Coffee
Shop
950
SF
58 58 116 43 43 86 1,404
Internal Capture1 (28) (8) (36) (12) (18) (30) (246)
Pass-By (75% AM/PM/Daily)2 (23) (38) (61) (23) (19) (42) (685) Subtotal 7 12 19 8 6 14 228
Net Difference
(Approved – Proposed)
341
SF
0 11 11 6 0 6 (29)
Note:
1 Internal capture rates are consistent with the overall development trip generation estimates. 2 Pass-by trip rates are consistent with previous traffic studies for Dutch Bros in Lake Elsinore.

SOURCE: URBAN CROSSROADS (2022); KITTELSON & ASSOCIATES, INC (2025)

APPENDIX A
Preliminary Site Plan
DUTCH BROS COFFEE980 SQ. FT.
28 28
28 15
GROCERY -43,050 SF
15' ROW15' SETBACK
DUTCH BROS COFFEE950 SQ. FT.

CAMBERN AVENUE
W
W
W
W
W
W
W
OHW
OHW
OHW
ACCESS

VICINITY MAP

SITE LOCATION
LEGEND
PROJECT DATASCALE: 1"=20'

PRELIMINARY NOT FOR CONSTRUCTION
“ “ ”“ ” ”
2019 DBFranchising USA, LLC
Dial 811Callbefore you dig.below.Know what's
CONSTRUCTION NOTES:

ENGINEER

SURVEYOR
OWNER

DEVELOPER

PHONEREPRESENTATIVESUTILITY REPRESENTATIVESUTILITY

LEGAL DESCRIPTION

APPENDIX B
Dutch Bros Historical Transaction Data
DUTCH BROS TRANSACTION DATA (APRIL 1, 2023 THROUGH MARCH 31, 2024) Average of Guests (Order) Column Labels
LAX Palm Springs - SoCal Desert
Yucaipa Indio La Quinta Palmdale AM Peak Hour
Row Labels CA4501 CA3702 CA3703 CA3903 In Out Total In Out Total In Out Total 0 1.0 1.0 1.0 58 58 116 43 43 86 702 702 1,404
1 1.0 1.0 * took the hourly average transactions across the similar site locations during the associated peak period 2 1.0 1.0 ** added 32 trips to the Daily Trip Generation Estimates to account for commuting worker traffic 3 1.0 1.0
4 1.1 1.1 1.2 1.1 1.2
5 15.7 15.1 16.9 14.9 15.6
6 29.0 29.1 33.2 22.8 28.5
7 48.3 46.6 62.7 45.1 50.7
8 51.3 56.3 73.1 49.9 57.7
9 47.2 47.1 61.1 47.2 50.7
10 49.1 42.0 55.0 46.3 48.1
11 50.1 41.5 52.3 48.5 48.1
12 49.7 41.2 48.8 50.4 47.5
13 45.9 38.3 49.3 49.8 45.8
14 49.1 39.5 48.3 47.6 46.1
15 54.6 40.2 50.2 47.5 48.2
16 43.5 33.5 46.5 46.2 42.4
17 39.8 32.8 38.5 40.5 37.9
18 34.7 29.8 31.0 38.0 33.4
19 30.9 25.4 26.5 32.8 28.9
20 28.8 24.4 22.9 29.2 26.3
21 23.4 20.9 19.1 23.5 21.7
22 12.3 17.7 11.5 10.6 14.6
23 3.0 1.3 2.1 1.2 1.4

AVG ACROSS
ALL

LOCATIONS
Weekday
PM Peak Hour Daily
58 43
0 10
20 30
40 50
60 70
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Drive-Through Transactions
Hour of Day
Weekday Dutch Bros Transaction Data

APPENDIX C
Overall Development Trip Generation
Central & Cambern Retail Traffic Analysis

13782-06 TA Report REV2
44 TABLE 4-1: PROJECT TRIP GENERATION SUMMARY

As shown in Table 4-1, the proposed Project is anticipated to generate a total of 4,818 trip-ends per day with 316 AM peak hour trips and 449 PM peak hour trips.

ITE Weekday
Land Use1 Code Units2 In Out Total In Out Total Daily
Supermarket 850 TSF 2.29 1.53 3.82 4.71 4.53 9.24 106.78 Fast-Food Restaurant with Drive-Through Window 934 TSF 20.50 19.69 40.19 16.99 15.68 32.67 470.95 Automated Car Wash 3 948 TUN N/A N/A N/A 38.75 38.75 77.50 775.00 Super Conveni ence Market/Gas Stati on 960 VFP 14.04 14.04 28.08 11.48 11.48 22.96 230.52 Land Use1 Quantity Units2 In Out Total In Out Total Daily Phase 1
Super Conveni ence Market/Gas Stati on 16 VFP 225 225 450 184 184 368 3,688 Internal Capture: -8 -29 -37 -19 -15 -34 -342
Pass-By (76% AM/PM/Daily): -149 -149 -298 -125 -125 -250 -2,804 Retail Subtotal: 68 47 115 40 44 84 542
Fast-Food Restaurant with Drive-Through Window 3.000 TSF 61 59 120 51 47 98 1,414 Internal Capture: 0 0 0 0 0 0 0
Pass-By (49% AM; 50% PM/Daily): -30 -30 -60 -24 -24 -48 -708 Restaurant Subtotal: 31 29 60 27 23 50 706
Automated Car Wash Tunnel 1 TUN 0 0 0 39 39 78 776
Phase 1 Total: 99 76 175 106 106 212 2,024
Project Buildout
Supermarket 43.050 TSF 99 66 165 203 195 398 4,598
Internal Capture: -6 -21 -27 -14 -11 -24 -284
Pass-By (36% PM/Daily): 0 0 0 -68 -68 -136 -1,554
Super Conveni ence Market/Gas Stati on 16 VFP 225 225 450 184 184 368 3,688 Internal Capture: -5 -17 -22 -11 -8 -20 -198
Pass-By (76% AM/PM/Daily): -158 -158 -316 -131 -131 -262 -2,804 Fast-Food Restaurant with Drive-Through Window 3.871 TSF 79 76 155 66 61 127 1,824 Internal Capture: -38 -11 -49 -19 -25 -44 -632
Pass-By (49% AM; 50% PM/Daily): -20 -20 -40 -18 -18 -36 -596 Automated Car Wash Tunnel 1 TUN 0 0 0 39 39 78 776
Project Buildout Subtotal: 176 140 316 231 218 449 4,818 1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual , Tenth Edition (2017). 2 DU = Dwelling Units; TSF = thousand square feet; TUN = Tunnels VFP = Vehicle Fueling Position 3 Daily rate is not readily available in the ITE Trip Generation Manual , Tenth Edition (2017). As such, the daily rate is assumed to be 10 times the PM peak hour rate.

AM Peak Hour PM Peak Hour
AM Peak Hour PM Peak Hour

Kittelson & Associates, Inc.

TECHNICAL MEMORANDUM

November 7, 2024 Project# 31138
To: City of Lake Elsinore
130 S Main Street
Lake Elsinore, CA 92530
From: Kittelson & Associates, Inc
RE: Dutch Bros at Central Avenue and Cambern Avenue – Queuing Memorandum

This technical memorandum evaluates on-site circulation, site access, and queuing scenarios for the proposed Dutch Bros coffee shop to be located at the southeast corner of Central Avenue and Cambern Avenue in Lake Elsinore, California (“project”).

PROJECT CONTEXT
The project site would consist of a 950-sf retail structure, 11 proposed vehicle parking stalls including one ADA stall and four EV capable parking stalls, and a vehicle drive-through served by a single service window. The drive-through has two lanes that converge at the service window and is designed to accommodate a queue of 16 vehicles at one time.

A more detailed site plan of the Dutch Bros development is provided in Appendix A.

SITE PERFORMANCE ANALYSES
The existing roadway conditions and proposed site plan were assessed to determine if on -site safety or operational improvements were necessary due to an increase in traffic from the project.

Site Access and On-Site Circulation
When reviewing the proposed site access and on-site circulation, the following details were noted:
◼ Parking. Generally, parking would not be regularly needed by customers since it is primarily a drive - through operation. While the site has some designated spaces for the lot, shared parking is also provided in the commercial plaza where the project is to be located. The amount of parking within the commercial plaza is assumed to suffice for any walk-up customers and employees. ◼ Sight Distance. Sight distance from the drive-through entrance and exit were assessed, and no anticipated issues were found. The site plan confirms that there would not be any landscaping or other installations obstructing sightlines. Visibility from where vehicles exit near the service window

\750 The City Drive, Suite 410
Orange, CA 92868
P 714.468.1997
November 7, 2024 Queuing Technical Memorandum Site Performance Analyses Kittelson & Associates, Inc. Page 2
area allows for adequate monitoring of approaching cyclists, pedestrians, or vehicles in the parking aisles. The site plan provides adequate throat depth to allow vehicles to enter the parking area and determine the appropriate drive through lane.
◼ Driveway Impacts. The site plan depicts driveways east and west of the project site. Project-related traffic that enters through the east driveway can only queue up to two vehicles before affecting the ingress/egress operations of this driveway. However, based on existing land uses and its connection to the Interstate 15 freeway, majority of project traffic is expected to come from Central Avenue and thus utilize the driveway west of the project site. Therefore, minimal impacts to the driveway are anticipated. However, it is still recommended for Dutch Bros staff to monitor the situation and guide vehicles to the appropriate driveway on an as-needed basis. ◼ Adequacy of Pedestrian Facilities. Pedestrian access to the site would include sidewalks as proposed for the overall commercial plaza development, crosswalks and walkways along the project frontage that would facilitate pedestrian access from Cambern Avenue to the project site. ◼ Bicycle Accessibility. There are no existing bicycle facilities on Cambern Avenue or Central Avenue.

Therefore, bicyclists would need to use vehicle travel lanes or sidewalks along Cambern Avenue to access the project site.
◼ Accessibility from Adjacent Transit Stops. The nearest bus stop to the project is approximately 600 feet from the project along Central Avenue and serves Route 9 of the Riverside Transit Agency. Riders who get off at this stop would not need to cross any intersection and can access the project site using sidewalks. The next closest bus stop is approximately 700 feet from the project site along Central Avenue and serves Route 9 as well. Riders would need to cross a signalized intersection (Central Avenue / Cambern Avenue intersection) to access the project site. Sidewalks will be provided from the bus stops to the project site.

Site Queuing, Safety, and Operations
Queuing at coffee shop drive-throughs often are where potential impacts to the roadway network occur.

To estimate the potential queueing conditions and how often it may affect public right -of-way, an M/M/1 queuing model was used. This model assumes that customer arrivals and service times are random and requires the average arrival and service rates as inputs. Using historical transaction data from similar Dutch Bros stores, 68 and 80 vehicles per hour were used as conservative average arrival and service r ates, respectively, for the proposed store.

From the model, it was determined that there is approximately a 5% probability that the number of vehicles waiting to be served will be longer than 18 vehicles, as shown in Figure 1. The drive-through can accommodate up to 16 vehicles and the additional two vehicles would spill into the adjacent parking aisle.

The Dutch Bros parcel is at the corner of of the commercial center’s parking lot and the parking aisle that would be blocked by queues is not expected to be parking that is high demand from other uses within the center. Therefore, it is expected that queues would not have much affect on the flow or access to parking, even during the highest 5% of demand times. However, it is recommended for Dutch Bros to implement the following strategies upon reaching 75% of drive-through capacity (approximately 12 vehicles) to manage queues as efficiently and effectively as possible:
◼ Dutch Bros staff takes orders and payments from and makes deliveries to the queued drive -through lanes to minimize the wait time at the service window. The site plan includes a queue exit lane November 7, 2024 Queuing Technical Memorandum Site Performance Analyses Kittelson & Associates, Inc. Page 3
adjacent to the pick-up window. This is an important queue length management feature because it allows vehicles that receive their fulfilled orders prior to reaching the pick-up window to exit out of the queue early, thereby reducing the overall length of the queue. ◼ Dutch Bros staff can place signage to guide non-Dutch Bros customer vehicles away from the drive- through entrance and act as temporary traffic control personnel who can effectively manage queues and prevent blockage situations.
◼ Parking on site can be used as waiting areas for vehicles that make large orders. This is an important operations factor that provides the ability to remove vehicles with long order fulfillment times from the queue and provide a significant positive effect on the overall queue length.

It should be noted that accurately estimating total latent demand is difficult due to various factors. These factors include the location, type, convenience, and pricing of competing opportunities in the area, as well as the traffic volume on adjacent streets and the socioeconomic characteristics of the nearby population and employment areas.

Queuing data at Apple Valley, Indio, and La Quinta Dutch Bros locations from a separate traffic study is provided in Appendix B to corroborate the queuing model results.

November 7, 2024 Queuing Technical Memorandum Site Performance Analyses Kittelson & Associates, Inc. Page 4
Figure 1: 95th Percentile Queuing Scenario

SOURCE: KITTELSON AND ASSOCIATES (2024); SITE PLAN IS DRAWN BY BARGHAUSEN CONSULTING ENGINEERS (2024)

APPENDIX A
Site Plan
DUTCH BROS COFFEE980 SQ. FT.
28 28
28 15
GROCERY -43,050 SF
15' ROW15' SETBACK
DUTCH BROS COFFEE950 SQ. FT.

CAMBERN AVENUE
W
W
W
W
W
W
W
OHW
OHW
OHW
ACCESS

VICINITY MAP

SITE LOCATION
LEGEND
PROJECT DATASCALE: 1"=20'

PRELIMINARY NOT FOR CONSTRUCTION
“ “ ”“ ” ”
2019 DBFranchising USA, LLC
Dial 811Callbefore you dig.below.Know what's
CONSTRUCTION NOTES:

ENGINEER

SURVEYOR
OWNER

DEVELOPER

PHONEREPRESENTATIVESUTILITY REPRESENTATIVESUTILITY

LEGAL DESCRIPTION

APPENDIX B
Queuing Data
LOCATION: Dutch Bros, 21690 Bear Valley Rd DAY: Tuesday CITY: Apple Valley DATE: 2/1/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
5:00 1 0 0 1
5:05 2 0 0 2
5:10 0 0 0 0
5:15 0 0 0 0
5:20 0 0 0 0
5:25 1 0 0 1
5:30 3 1 0 4
5:35 4 1 0 5
5:40 3 0 0 3
5:45 2 0 0 2
5:50 3 0 0 3
5:55 2 0 0 2
6:00 1 0 0 1
6:05 1 0 0 1
6:10 4 0 0 4
6:15 1 0 0 1
6:20 1 1 0 2
6:25 3 1 0 4
6:30 4 1 0 5
6:35 3 2 0 5
6:40 4 3 0 7
6:45 4 3 0 7
6:50 6 3 0 9
6:55 5 4 0 9
7:00 5 2 0 7
7:05 6 5 0 11
7:10 6 9 0 15
7:15 5 7 0 12
7:20 5 9 0 14
7:25 4 7 0 11
7:30 5 4 0 9
7:35 6 6 0 12
7:40 6 8 0 14
7:45 6 4 0 10
7:50 3 2 0 5
7:55 2 4 0 6
8:00 6 9 0 15
8:05 5 9 0 14
8:10 5 9 1 15
8:15 6 9 0 15
8:20 6 6 0 12
8:25 6 5 0 11
8:30 5 6 0 11
8:35 5 6 0 11
8:40 5 3 0 8
8:45 5 7 0 12
8:50 5 7 0 12
8:55 5 3 0 8
9:00 5 1 0 6
9:05 3 1 0 4
9:10 2 4 0 6
9:15 4 4 0 8
9:20 5 6 0 11
9:25 4 5 0 9
9:30 4 3 0 7
9:35 5 2 0 7
9:40 4 5 0 9
9:45 5 5 0 10
9:50 6 5 0 11
9:55 5 1 0 6
10:00 3 1 0 4
10:05 3 2 0 5
10:10 4 3 0 7
10:15 4 2 0 6
10:20 3 2 0 5
10:25 4 4 0 8
10:30 5 5 0 10
10:35 4 3 0 7
10:40 1 2 0 3
10:45 3 2 0 5
10:50 3 2 0 5
10:55 4 0 0 4
11:00 2 1 0 3
11:05 2 2 0 4
11:10 2 2 0 4
11:15 4 2 0 6
11:20 3 1 0 4
11:25 3 0 0 3
DRIVE THRU SURVEY
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 21690 Bear Valley Rd DAY: Tuesday CITY: Apple Valley DATE: 2/1/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
11:30 1 1 0 2
11:35 0 1 0 1
11:40 0 5 0 5
11:45 4 3 0 7
11:50 1 3 0 4
11:55 3 4 0 7
12:00 3 1 0 4
12:05 3 0 0 3
12:10 3 2 0 5
12:15 4 2 0 6
12:20 3 2 0 5
12:25 4 0 0 4
12:30 3 1 0 4
12:35 0 3 0 3
12:40 2 2 0 4
12:45 3 0 0 3
12:50 0 0 0 0
12:55 2 2 0 4
13:00 3 1 0 4
13:05 3 1 0 4
13:10 2 2 0 4
13:15 3 3 0 6
13:20 4 0 0 4
13:25 5 4 0 9
13:30 2 0 0 2
13:35 1 3 0 4
13:40 4 4 0 8
13:45 5 5 0 10
13:50 4 3 0 7
13:55 2 3 0 5
14:00 4 3 0 7
14:05 3 2 0 5
14:10 2 0 0 2
14:15 3 0 0 3
14:20 4 2 0 6
14:25 5 3 0 8
14:30 5 4 0 9
14:35 4 2 0 6
14:40 0 7 0 7
14:45 4 4 0 8
14:50 4 0 0 4
14:55 4 3 0 7
15:00 4 7 0 11
15:05 5 5 0 10
15:10 3 4 0 7
15:15 4 4 0 8
15:20 2 3 0 5
15:25 4 3 0 7
15:30 2 2 0 4
15:35 4 3 0 7
15:40 1 1 0 2
15:45 1 0 0 1
15:50 1 0 0 1
15:55 2 2 0 4
16:00 3 7 0 10
16:05 2 3 0 5
16:10 4 1 0 5
16:15 3 1 0 4
16:20 0 2 0 2
16:25 2 3 0 5
16:30 2 3 0 5
16:35 2 1 0 3
16:40 2 0 0 2
16:45 1 2 0 3
16:50 4 4 0 8
16:55 3 5 0 8
17:00 3 4 0 7
17:05 5 0 0 5
17:10 3 2 0 5
17:15 2 0 0 2
17:20 0 0 0 0
17:25 3 0 0 3
17:30 1 1 0 2
17:35 2 0 0 2
17:40 0 0 0 0
17:45 2 0 0 2
17:50 1 2 0 3
17:55 2 3 0 5
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 21690 Bear Valley Rd DAY: Tuesday CITY: Apple Valley DATE: 2/1/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
18:00 3 4 0 7
18:05 3 3 0 6
18:10 3 3 0 6
18:15 1 1 0 2
18:20 1 0 0 1
18:25 1 1 0 2
18:30 2 2 0 4
18:35 3 0 0 3
18:40 2 0 0 2
18:45 1 1 0 2
18:50 1 0 0 1
18:55 1 0 0 1
19:00 1 0 0 1
19:05 3 1 0 4
19:10 3 2 0 5
19:15 3 4 0 7
19:20 1 4 0 5
19:25 2 2 0 4
19:30 2 1 0 3
19:35 3 0 0 3
19:40 2 1 0 3
19:45 2 0 0 2
19:50 2 0 0 2
19:55 2 0 0 2
20:00 2 1 0 3
20:05 1 0 0 1
20:10 1 0 0 1
20:15 0 4 0 4
20:20 3 0 0 3
20:25 2 0 0 2
20:30 2 1 0 3
20:35 3 1 0 4
20:40 4 1 0 5
20:45 4 0 0 4
20:50 2 0 0 2
20:55 1 0 0 1
21:00 0 0 0 0
21:05 1 1 0 2
21:10 3 0 0 3
21:15 1 0 0 1
21:20 0 0 0 0
21:25 1 0 0 1
21:30 0 1 0 1
21:35 2 0 0 2
21:40 1 0 0 1
21:45 1 1 0 2
21:50 2 0 0 2
21:55 1 0 0 1
22:00 0 0 0 0
22:05 0 0 0 0
22:10 0 0 0 0
22:15 0 0 0 0
22:20 0 0 0 0
22:25 0 0 0 0
22:30 0 0 0 0
22:35 0 0 0 0
22:40 0 0 0 0
22:45 0 0 0 0
22:50 0 0 0 0
22:55 0 0 0 0
23:00 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 21690 Be ar Valley Rd DAY: Saturday CITY: Apple Valley DATE: 1/29/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
5:00 1 0 0 1
5:05 1 0 0 1
5:10 0 0 0 0
5:15 1 0 0 1
5:20 0 0 0 0
5:25 1 0 0 1
5:30 0 0 0 0
5:35 1 0 0 1
5:40 3 0 0 3
5:45 2 0 0 2
5:50 1 0 0 1
5:55 1 0 0 1
6:00 1 0 0 1
6:05 0 0 0 0
6:10 0 0 0 0
6:15 1 0 0 1
6:20 2 1 0 3
6:25 2 0 0 2
6:30 3 1 0 4
6:35 2 1 0 3
6:40 2 1 0 3
6:45 3 1 0 4
6:50 2 0 0 2
6:55 2 0 0 2
7:00 2 1 0 3
7:05 2 1 0 3
7:10 2 1 0 3
7:15 2 1 0 3
7:20 2 1 0 3
7:25 2 0 0 2
7:30 3 1 0 4
7:35 3 2 0 5
7:40 4 6 0 10
7:45 4 6 0 10
7:50 5 3 0 8
7:55 4 3 0 7
8:00 5 6 0 11
8:05 4 4 0 8
8:10 4 4 0 8
8:15 3 3 0 6
8:20 2 3 0 5
8:25 3 1 0 4
8:30 2 2 0 4
8:35 4 2 0 6
8:40 4 4 0 8
8:45 5 3 0 8
8:50 5 5 0 10
8:55 4 8 0 12
9:00 6 7 0 13
9:05 5 5 0 10
9:10 5 2 0 7
9:15 4 3 0 7
9:20 4 4 0 8
9:25 4 4 0 8
9:30 4 2 0 6
9:35 3 3 0 6
9:40 3 3 0 6
9:45 3 3 0 6
9:50 6 5 0 11
9:55 5 5 0 10
10:00 5 8 0 13
10:05 5 6 0 11
10:10 4 7 0 11
10:15 4 10 0 14
10:20 4 7 0 11
10:25 6 8 0 14
10:30 5 8 0 13
10:35 4 10 0 14
10:40 6 6 0 12
10:45 5 10 2 17
10:50 6 7 1 14
10:55 6 7 0 13
11:00 6 6 0 12
11:05 5 7 0 12
11:10 5 10 1 16
11:15 6 8 2 16
11:20 6 9 4 19
11:25 6 8 5 19
DRIVE THRU SURVEY
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 21690 Be ar Valley Rd DAY: Saturday CITY: Apple Valley DATE: 1/29/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
11:30 6 8 7 21
11:35 5 11 6 22
11:40 6 8 3 17
11:45 5 7 0 12
11:50 5 9 0 14
11:55 6 8 0 14
12:00 6 9 1 16
12:05 5 9 0 14
12:10 4 6 0 10
12:15 5 8 0 13
12:20 5 10 1 16
12:25 6 8 3 17
12:30 6 7 0 13
12:35 5 5 0 10
12:40 6 7 0 13
12:45 6 8 4 18
12:50 6 9 6 21
12:55 6 8 6 20
13:00 6 9 3 18
13:05 6 10 5 21
13:10 6 11 5 22
13:15 7 10 4 21
13:20 5 9 4 18
13:25 6 8 1 15
13:30 6 8 0 14
13:35 5 6 0 11
13:40 5 2 0 7
13:45 6 2 0 8
13:50 6 2 0 8
13:55 6 5 0 11
14:00 4 3 0 7
14:05 4 3 0 7
14:10 4 2 0 6
14:15 5 0 0 5
14:20 5 1 0 6
14:25 6 0 0 6
14:30 5 2 0 7
14:35 6 5 0 11
14:40 6 3 0 9
14:45 6 4 0 10
14:50 5 1 0 6
14:55 3 0 0 3
15:00 5 1 0 6
15:05 6 3 0 9
15:10 5 6 0 11
15:15 4 6 0 10
15:20 5 6 0 11
15:25 6 8 0 14
15:30 5 10 5 20
15:35 5 8 0 13
15:40 6 8 3 17
15:45 6 6 0 12
15:50 6 0 0 6
15:55 4 2 0 6
16:00 3 0 0 3
16:05 2 0 0 2
16:10 3 2 0 5
16:15 4 3 0 7
16:20 3 2 0 5
16:25 0 2 0 2
16:30 4 2 0 6
16:35 4 0 0 4
16:40 4 0 0 4
16:45 1 3 0 4
16:50 6 3 0 9
16:55 5 2 0 7
17:00 5 5 0 10
17:05 5 5 0 10
17:10 6 5 0 11
17:15 5 4 0 9
17:20 4 3 0 7
17:25 5 1 0 6
17:30 3 1 0 4
17:35 1 0 0 1
17:40 1 0 0 1
17:45 0 0 0 0
17:50 3 1 0 4
17:55 2 1 0 3
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 21690 Be ar Valley Rd DAY: Saturday CITY: Apple Valley DATE: 1/29/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
18:00 2 5 0 7
18:05 4 2 0 6
18:10 4 3 0 7
18:15 5 2 0 7
18:20 4 2 0 6
18:25 2 2 0 4
18:30 3 0 0 3
18:35 4 1 0 5
18:40 4 1 0 5
18:45 4 0 0 4
18:50 0 0 0 0
18:55 0 0 0 0
19:00 0 4 0 4
19:05 2 1 0 3
19:10 1 0 0 1
19:15 1 0 0 1
19:20 0 4 0 4
19:25 3 1 0 4
19:30 1 0 0 1
19:35 1 1 0 2
19:40 0 0 0 0
19:45 2 1 0 3
19:50 3 0 0 3
19:55 1 2 0 3
20:00 2 2 0 4
20:05 3 1 0 4
20:10 4 0 0 4
20:15 4 2 0 6
20:20 4 1 0 5
20:25 4 0 0 4
20:30 3 0 0 3
20:35 2 0 0 2
20:40 0 0 0 0
20:45 0 1 0 1
20:50 0 0 0 0
20:55 1 0 0 1
21:00 1 1 0 2
21:05 3 2 0 5
21:10 3 1 0 4
21:15 1 0 0 1
21:20 3 0 0 3
21:25 2 0 0 2
21:30 1 1 0 2
21:35 3 0 0 3
21:40 2 0 0 2
21:45 0 0 0 0
21:50 0 0 0 0
21:55 0 0 0 0
22:00 1 0 0 1
22:05 1 0 0 1
22:10 3 0 0 3
22:15 2 0 0 2
22:20 2 0 0 2
22:25 1 0 0 1
22:30 1 0 0 1
22:35 1 1 0 2
22:40 2 1 0 3
22:45 2 0 0 2
22:50 1 0 0 1
22:55 0 0 0 0
23:00 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 44‐175 Jefferson St DAY: Tuesday CITY: La Quinta DATE: 2/1/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
5:00 0 0 0 0
5:05 0 0 0 0
5:10 0 0 0 0
5:15 0 0 0 0
5:20 1 0 0 1
5:25 1 0 0 1
5:30 2 0 0 2
5:35 2 0 0 2
5:40 2 0 0 2
5:45 0 0 0 0
5:50 2 0 0 2
5:55 3 0 0 3
6:00 4 0 0 4
6:05 4 0 0 4
6:10 1 1 0 2
6:15 0 2 0 2
6:20 1 1 0 2
6:25 2 0 0 2
6:30 2 0 0 2
6:35 1 1 0 2
6:40 5 4 0 9
6:45 0 6 0 6
6:50 3 3 0 6
6:55 0 4 0 4
7:00 1 3 0 4
7:05 1 4 0 5
7:10 0 5 0 5
7:15 2 5 0 7
7:20 1 8 0 9
7:25 2 8 1 11
7:30 1 8 0 9
7:35 1 9 0 10
7:40 3 9 0 12
7:45 4 7 0 11
7:50 2 4 0 6
7:55 4 7 2 13
8:00 4 8 1 13
8:05 4 6 0 10
8:10 0 9 0 9
8:15 1 8 0 9
8:20 0 9 0 9
8:25 1 7 0 8
8:30 4 5 0 9
8:35 3 2 0 5
8:40 3 3 0 6
8:45 4 4 0 8
8:50 1 3 0 4
8:55 2 3 0 5
9:00 2 3 0 5
9:05 0 5 0 5
9:10 3 5 0 8
9:15 3 7 0 10
9:20 0 7 0 7
9:25 2 3 0 5
9:30 2 1 0 3
9:35 3 4 0 7
9:40 1 1 0 2
9:45 2 4 0 6
9:50 3 5 0 8
9:55 3 5 0 8
10:00 3 4 0 7
10:05 3 6 0 9
10:10 2 4 0 6
10:15 1 0 0 1
10:20 0 2 0 2
10:25 0 1 0 1
10:30 1 0 0 1
10:35 1 6 0 7
10:40 4 4 0 8
10:45 2 3 0 5
10:50 1 1 0 2
10:55 2 4 0 6
11:00 2 6 0 8
11:05 3 6 0 9
11:10 3 10 1 14
11:15 2 3 0 5
11:20 2 1 0 3
11:25 1 3 0 4
DRIVE THRU SURVEY
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 44‐175 Jefferson St DAY: Tuesday CITY: La Quinta DATE: 2/1/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
11:30 0 3 0 3
11:35 0 1 0 1
11:40 1 2 0 3
11:45 2 2 0 4
11:50 0 3 0 3
11:55 2 2 0 4
12:00 2 1 0 3
12:05 1 2 0 3
12:10 1 2 0 3
12:15 0 6 0 6
12:20 2 4 0 6
12:25 3 3 0 6
12:30 1 0 0 1
12:35 1 3 0 4
12:40 1 2 0 3
12:45 0 2 0 2
12:50 2 3 0 5
12:55 0 1 0 1
13:00 2 3 0 5
13:05 0 3 0 3
13:10 1 3 0 4
13:15 2 3 0 5
13:20 2 3 0 5
13:25 0 4 0 4
13:30 3 6 0 9
13:35 2 4 0 6
13:40 1 2 0 3
13:45 1 1 0 2
13:50 2 1 0 3
13:55 1 0 0 1
14:00 1 2 0 3
14:05 2 5 0 7
14:10 3 5 0 8
14:15 4 6 0 10
14:20 4 4 0 8
14:25 4 3 0 7
14:30 1 4 0 5
14:35 2 3 0 5
14:40 2 4 0 6
14:45 4 3 0 7
14:50 2 5 0 7
14:55 1 1 0 2
15:00 0 1 0 1
15:05 2 2 0 4
15:10 0 5 0 5
15:15 0 3 0 3
15:20 1 1 0 2
15:25 0 3 0 3
15:30 2 2 0 4
15:35 3 3 0 6
15:40 3 6 0 9
15:45 2 3 0 5
15:50 1 4 0 5
15:55 1 2 0 3
16:00 2 1 0 3
16:05 1 1 0 2
16:10 2 1 0 3
16:15 1 4 0 5
16:20 1 2 0 3
16:25 3 3 0 6
16:30 0 4 0 4
16:35 4 3 0 7
16:40 2 2 0 4
16:45 2 4 0 6
16:50 1 3 0 4
16:55 2 2 0 4
17:00 2 2 0 4
17:05 0 5 0 5
17:10 1 1 0 2
17:15 1 0 0 1
17:20 1 1 0 2
17:25 1 2 0 3
17:30 1 3 0 4
17:35 2 1 0 3
17:40 2 3 0 5
17:45 2 3 0 5
17:50 3 2 0 5
17:55 3 2 0 5
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 44‐175 Jefferson St DAY: Tuesday CITY: La Quinta DATE: 2/1/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
18:00 3 3 0 6
18:05 2 3 0 5
18:10 1 3 0 4
18:15 2 2 0 4
18:20 3 2 0 5
18:25 3 3 0 6
18:30 1 2 0 3
18:35 2 3 0 5
18:40 3 4 0 7
18:45 4 4 0 8
18:50 3 3 0 6
18:55 2 1 0 3
19:00 0 1 0 1
19:05 2 2 0 4
19:10 2 0 0 2
19:15 1 1 0 2
19:20 1 1 0 2
19:25 1 0 0 1
19:30 2 2 0 4
19:35 2 0 0 2
19:40 2 0 0 2
19:45 3 1 0 4
19:50 3 2 0 5
19:55 4 2 0 6
20:00 1 1 0 2
20:05 2 0 0 2
20:10 1 1 0 2
20:15 1 3 0 4
20:20 2 2 0 4
20:25 2 1 0 3
20:30 1 0 0 1
20:35 0 0 0 0
20:40 0 1 0 1
20:45 0 1 0 1
20:50 1 0 0 1
20:55 1 0 0 1
21:00 1 0 0 1
21:05 2 1 0 3
21:10 2 1 0 3
21:15 2 2 0 4
21:20 3 2 0 5
21:25 1 1 0 2
21:30 0 1 0 1
21:35 0 0 0 0
21:40 0 1 0 1
21:45 1 2 0 3
21:50 2 0 0 2
21:55 2 0 0 2
22:00 0 0 0 0
22:05 0 0 0 0
22:10 0 0 0 0
22:15 0 0 0 0
22:20 0 0 0 0
22:25 0 0 0 0
22:30 0 0 0 0
22:35 0 0 0 0
22:40 0 0 0 0
22:45 0 0 0 0
22:50 0 0 0 0
22:55 0 0 0 0
23:00 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 44‐175 Jefferson St DAY: Saturday CITY: La Quinta DATE: 1/29/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
5:00 0 0 0 0
5:05 1 0 0 1
5:10 1 0 0 1
5:15 0 0 0 0
5:20 0 0 0 0
5:25 1 0 0 1
5:30 1 0 0 1
5:35 2 1 0 3
5:40 1 0 0 1
5:45 1 0 0 1
5:50 2 0 0 2
5:55 1 0 0 1
6:00 0 0 0 0
6:05 1 0 0 1
6:10 0 0 0 0
6:15 0 0 0 0
6:20 2 1 0 3
6:25 1 2 0 3
6:30 2 0 0 2
6:35 1 1 0 2
6:40 1 0 0 1
6:45 1 1 0 2
6:50 1 0 0 1
6:55 1 3 0 4
7:00 2 1 0 3
7:05 1 1 0 2
7:10 0 1 0 1
7:15 2 3 0 5
7:20 2 2 0 4
7:25 1 0 0 1
7:30 2 3 0 5
7:35 4 6 0 10
7:40 3 9 0 12
7:45 1 10 0 11
7:50 2 7 0 9
7:55 3 7 0 10
8:00 0 5 0 5
8:05 2 2 0 4
8:10 2 3 0 5
8:15 3 3 0 6
8:20 3 5 0 8
8:25 3 3 0 6
8:30 4 5 0 9
8:35 3 4 0 7
8:40 4 7 0 11
8:45 4 8 0 12
8:50 4 9 2 15
8:55 5 7 0 12
9:00 4 8 0 12
9:05 3 8 0 11
9:10 3 4 0 7
9:15 4 7 1 12
9:20 3 9 2 14
9:25 4 7 0 11
9:30 4 4 0 8
9:35 3 4 0 7
9:40 2 1 0 3
9:45 3 4 0 7
9:50 3 8 2 13
9:55 3 7 6 16
10:00 4 8 7 19
10:05 4 8 8 20
10:10 3 9 5 17
10:15 4 8 3 15
10:20 3 10 7 20
10:25 3 7 3 13
10:30 4 8 0 12
10:35 3 8 0 11
10:40 5 8 0 13
10:45 3 8 0 11
10:50 2 9 2 13
10:55 3 7 3 13
11:00 3 8 0 11
11:05 3 8 2 13
11:10 3 8 7 18
11:15 3 8 6 17
11:20 3 9 6 18
11:25 3 10 6 19
DRIVE THRU SURVEY
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 44‐175 Jefferson St DAY: Saturday CITY: La Quinta DATE: 1/29/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
11:30 3 8 5 16
11:35 4 10 0 14
11:40 3 7 0 10
11:45 2 4 0 6
11:50 3 4 0 7
11:55 1 1 0 2
12:00 3 3 0 6
12:05 2 6 0 8
12:10 3 5 0 8
12:15 4 4 0 8
12:20 3 6 0 9
12:25 2 4 0 6
12:30 3 5 0 8
12:35 3 5 0 8
12:40 0 8 0 8
12:45 3 5 0 8
12:50 3 4 0 7
12:55 0 0 0 0
13:00 1 4 0 5
13:05 4 6 0 10
13:10 3 6 0 9
13:15 3 5 0 8
13:20 2 2 0 4
13:25 2 4 0 6
13:30 3 4 0 7
13:35 3 8 0 11
13:40 3 5 0 8
13:45 2 2 0 4
13:50 2 1 0 3
13:55 2 4 0 6
14:00 3 5 0 8
14:05 3 4 0 7
14:10 3 5 0 8
14:15 3 7 1 11
14:20 3 6 0 9
14:25 3 9 1 13
14:30 3 9 3 15
14:35 3 8 4 15
14:40 3 10 0 13
14:45 3 9 0 12
14:50 3 10 6 19
14:55 3 9 8 20
15:00 3 7 1 11
15:05 3 9 1 13
15:10 3 8 2 13
15:15 4 8 5 17
15:20 3 9 2 14
15:25 3 9 2 14
15:30 3 9 0 12
15:35 4 5 0 9
15:40 3 8 0 11
15:45 3 6 0 9
15:50 3 6 0 9
15:55 4 7 0 11
16:00 2 7 0 9
16:05 1 2 0 3
16:10 1 2 0 3
16:15 2 2 0 4
16:20 3 3 0 6
16:25 1 5 0 6
16:30 3 2 3 8
16:35 3 7 0 10
16:40 3 7 0 10
16:45 3 6 0 9
16:50 4 9 0 13
16:55 3 3 0 6
17:00 2 0 0 2
17:05 1 3 0 4
17:10 2 2 0 4
17:15 3 5 0 8
17:20 3 2 0 5
17:25 1 1 0 2
17:30 1 1 0 2
17:35 1 2 0 3
17:40 2 4 0 6
17:45 1 5 0 6
17:50 2 2 0 4
17:55 1 1 0 2
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 44‐175 Jefferson St DAY: Saturday CITY: La Quinta DATE: 1/29/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
18:00 0 2 0 2
18:05 1 1 0 2
18:10 1 1 0 2
18:15 2 3 0 5
18:20 3 3 0 6
18:25 1 2 0 3
18:30 1 0 0 1
18:35 1 0 0 1
18:40 1 2 0 3
18:45 1 2 0 3
18:50 1 2 0 3
18:55 1 1 0 2
19:00 1 3 0 4
19:05 1 4 0 5
19:10 1 3 0 4
19:15 2 3 0 5
19:20 2 2 0 4
19:25 3 3 0 6
19:30 3 4 0 7
19:35 1 2 0 3
19:40 2 0 0 2
19:45 2 0 0 2
19:50 2 0 0 2
19:55 0 0 0 0
20:00 1 2 0 3
20:05 1 1 0 2
20:10 1 0 0 1
20:15 1 0 0 1
20:20 2 5 0 7
20:25 1 3 0 4
20:30 0 1 0 1
20:35 1 0 0 1
20:40 1 0 0 1
20:45 1 2 0 3
20:50 2 1 0 3
20:55 1 2 0 3
21:00 1 3 0 4
21:05 1 2 0 3
21:10 1 0 0 1
21:15 2 0 0 2
21:20 2 3 0 5
21:25 2 0 0 2
21:30 2 0 0 2
21:35 2 2 0 4
21:40 1 3 0 4
21:45 2 4 0 6
21:50 1 3 0 4
21:55 0 2 0 2
22:00 1 0 0 1
22:05 1 0 0 1
22:10 1 1 0 2
22:15 2 2 0 4
22:20 2 4 0 6
22:25 3 6 0 9
22:30 2 5 0 7
22:35 2 1 0 3
22:40 0 0 0 0
22:45 0 0 0 0
22:50 0 0 0 0
22:55 0 0 0 0
23:00 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 81‐776 CA 111 DAY: Tuesday
CITY: Indio DATE: 2/1/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
5:00 0 0 0 0
5:05 0 0 0 0
5:10 0 0 0 0
5:15 1 0 0 1
5:20 0 0 0 0
5:25 0 0 0 0
5:30 3 1 0 4
5:35 1 1 0 2
5:40 1 0 0 1
5:45 1 0 0 1
5:50 2 0 0 2
5:55 2 0 0 2
6:00 1 0 0 1
6:05 2 0 0 2
6:10 3 0 0 3
6:15 2 1 0 3
6:20 3 1 0 4
6:25 3 0 0 3
6:30 3 2 0 5
6:35 2 2 0 4
6:40 1 6 0 7
6:45 3 5 0 8
6:50 1 3 0 4
6:55 1 4 0 5
7:00 2 2 0 4
7:05 2 1 0 3
7:10 1 2 0 3
7:15 2 5 0 7
7:20 1 5 0 6
7:25 1 7 0 8
7:30 2 6 0 8
7:35 3 7 1 11
7:40 3 10 2 15
7:45 3 8 4 15
7:50 3 11 1 15
7:55 2 9 0 11
8:00 3 8 0 11
8:05 2 6 0 8
8:10 3 2 0 5
8:15 3 8 3 14
8:20 3 8 0 11
8:25 3 10 1 14
8:30 3 8 0 11
8:35 3 9 0 12
8:40 3 7 0 10
8:45 3 4 0 7
8:50 2 3 0 5
8:55 2 2 0 4
9:00 3 1 0 4
9:05 2 7 0 9
9:10 3 7 0 10
9:15 3 7 0 10
9:20 1 1 0 2
9:25 2 1 0 3
9:30 2 0 0 2
9:35 3 2 0 5
9:40 3 2 0 5
9:45 1 1 0 2
9:50 1 2 0 3
9:55 2 0 0 2
10:00 1 2 0 3
10:05 1 1 0 2
10:10 1 0 0 1
10:15 2 1 0 3
10:20 3 2 0 5
10:25 3 3 0 6
10:30 2 2 0 4
10:35 1 1 0 2
10:40 2 0 0 2
10:45 3 1 0 4
10:50 2 1 0 3
10:55 3 4 0 7
11:00 3 3 0 6
11:05 3 4 0 7
11:10 3 7 0 10
11:15 2 4 0 6
11:20 3 1 0 4
11:25 3 1 0 4
DRIVE THRU SURVEY
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 81‐776 CA 111 DAY: Tuesday
CITY: Indio DATE: 2/1/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
11:30 2 2 0 4
11:35 3 3 0 6
11:40 3 2 0 5
11:45 1 3 0 4
11:50 3 3 0 6
11:55 0 1 0 1
12:00 1 0 0 1
12:05 2 1 0 3
12:10 3 2 0 5
12:15 2 2 0 4
12:20 0 0 0 0
12:25 0 0 0 0
12:30 3 2 0 5
12:35 1 1 0 2
12:40 1 1 0 2
12:45 1 2 0 3
12:50 2 2 0 4
12:55 2 4 0 6
13:00 1 2 0 3
13:05 1 1 0 2
13:10 2 2 0 4
13:15 2 1 0 3
13:20 0 1 0 1
13:25 3 2 0 5
13:30 1 2 0 3
13:35 1 2 0 3
13:40 2 1 0 3
13:45 1 2 0 3
13:50 2 2 0 4
13:55 0 0 0 0
14:00 1 1 0 2
14:05 1 0 0 1
14:10 1 0 0 1
14:15 0 0 0 0
14:20 1 0 0 1
14:25 1 0 0 1
14:30 2 0 0 2
14:35 0 0 0 0
14:40 0 0 0 0
14:45 2 1 0 3
14:50 1 0 0 1
14:55 1 0 0 1
15:00 2 0 0 2
15:05 1 2 0 3
15:10 1 0 0 1
15:15 0 0 0 0
15:20 0 0 0 0
15:25 2 0 0 2
15:30 1 0 0 1
15:35 0 1 0 1
15:40 0 3 0 3
15:45 1 2 0 3
15:50 1 0 0 1
15:55 0 0 0 0
16:00 1 3 0 4
16:05 3 3 0 6
16:10 2 0 0 2
16:15 0 0 0 0
16:20 3 0 0 3
16:25 1 1 0 2
16:30 2 1 0 3
16:35 0 0 0 0
16:40 2 0 0 2
16:45 3 0 0 3
16:50 1 1 0 2
16:55 1 0 0 1
17:00 2 3 0 5
17:05 2 2 0 4
17:10 1 4 0 5
17:15 2 0 0 2
17:20 1 1 0 2
17:25 3 2 0 5
17:30 2 1 0 3
17:35 0 2 0 2
17:40 2 0 0 2
17:45 3 0 0 3
17:50 3 2 0 5
17:55 3 2 0 5
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 81‐776 CA 111 DAY: Tuesday
CITY: Indio DATE: 2/1/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
18:00 2 1 0 3
18:05 2 1 0 3
18:10 1 0 0 1
18:15 2 0 0 2
18:20 0 0 0 0
18:25 2 0 0 2
18:30 3 1 0 4
18:35 3 2 0 5
18:40 2 0 0 2
18:45 1 0 0 1
18:50 2 0 0 2
18:55 1 0 0 1
19:00 1 0 0 1
19:05 3 0 0 3
19:10 2 0 0 2
19:15 2 0 0 2
19:20 1 0 0 1
19:25 2 1 0 3
19:30 2 2 0 4
19:35 2 2 0 4
19:40 1 0 0 1
19:45 1 0 0 1
19:50 1 0 0 1
19:55 1 4 0 5
20:00 2 2 0 4
20:05 2 2 0 4
20:10 3 1 0 4
20:15 2 0 0 2
20:20 2 0 0 2
20:25 2 1 0 3
20:30 3 2 0 5
20:35 2 3 0 5
20:40 1 1 0 2
20:45 2 0 0 2
20:50 3 0 0 3
20:55 1 0 0 1
21:00 0 0 0 0
21:05 1 0 0 1
21:10 1 0 0 1
21:15 1 0 0 1
21:20 1 0 0 1
21:25 3 1 0 4
21:30 2 2 0 4
21:35 0 1 0 1
21:40 2 0 0 2
21:45 2 0 0 2
21:50 2 3 0 5
21:55 2 2 0 4
22:00 2 2 0 4
22:05 1 1 0 2
22:10 0 0 0 0
22:15 0 0 0 0
22:20 2 0 0 2
22:25 2 1 0 3
22:30 2 2 0 4
22:35 2 0 0 2
22:40 2 0 0 2
22:45 1 1 0 2
22:50 3 0 0 3
22:55 1 0 0 1
23:00 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 81‐776 CA 111 DAY: Saturday
CITY: Indio DATE: 1/29/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
5:00 0 0 0 0
5:05 0 0 0 0
5:10 1 0 0 1
5:15 2 0 0 2
5:20 1 0 0 1
5:25 2 0 0 2
5:30 1 0 0 1
5:35 1 0 0 1
5:40 0 0 0 0
5:45 0 0 0 0
5:50 0 0 0 0
5:55 1 0 0 1
6:00 1 0 0 1
6:05 1 0 0 1
6:10 0 0 0 0
6:15 1 0 0 1
6:20 2 1 0 3
6:25 2 2 0 4
6:30 2 2 0 4
6:35 2 0 0 2
6:40 2 2 0 4
6:45 2 2 0 4
6:50 3 1 0 4
6:55 2 2 0 4
7:00 2 1 0 3
7:05 2 0 0 2
7:10 2 1 0 3
7:15 2 0 0 2
7:20 0 0 0 0
7:25 1 0 0 1
7:30 3 1 4
7:35 3 3 0 6
7:40 3 6 0 9
7:45 3 7 0 10
7:50 2 9 0 11
7:55 3 8 0 11
8:00 2 8 0 10
8:05 2 7 0 9
8:10 2 4 0 6
8:15 2 3 0 5
8:20 2 0 0 2
8:25 2 0 0 2
8:30 1 0 0 1
8:35 2 0 0 2
8:40 2 0 0 2
8:45 2 3 0 5
8:50 2 2 0 4
8:55 2 6 0 8
9:00 1 8 0 9
9:05 3 8 0 11
9:10 2 6 0 8
9:15 3 8 0 11
9:20 3 7 0 10
9:25 3 7 0 10
9:30 3 7 0 10
9:35 2 5 0 7
9:40 2 4 0 6
9:45 2 1 0 3
9:50 1 2 0 3
9:55 3 3 0 6
10:00 2 4 0 6
10:05 3 4 0 7
10:10 3 4 0 7
10:15 2 5 0 7
10:20 2 4 0 6
10:25 0 4 0 4
10:30 2 7 0 9
10:35 3 2 0 5
10:40 2 3 0 5
10:45 2 4 0 6
10:50 3 4 0 7
10:55 3 2 0 5
11:00 2 2 0 4
11:05 2 3 0 5
11:10 3 4 0 7
11:15 3 2 0 5
11:20 3 1 0 4
11:25 2 0 0 2
DRIVE THRU SURVEY
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 81‐776 CA 111 DAY: Saturday
CITY: Indio DATE: 1/29/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
11:30 3 4 0 7
11:35 3 11 0 14
11:40 2 12 0 14
11:45 1 10 0 11
11:50 1 6 0 7
11:55 2 2 0 4
12:00 1 2 0 3
12:05 2 4 0 6
12:10 2 4 0 6
12:15 3 2 0 5
12:20 2 3 0 5
12:25 3 7 0 10
12:30 2 8 0 10
12:35 2 6 0 8
12:40 3 5 0 8
12:45 1 2 0 3
12:50 2 6 0 8
12:55 3 6 0 9
13:00 1 2 0 3
13:05 2 2 0 4
13:10 1 2 0 3
13:15 2 0 0 2
13:20 1 0 0 1
13:25 3 0 0 3
13:30 2 3 0 5
13:35 3 1 0 4
13:40 3 1 0 4
13:45 3 0 0 3
13:50 1 0 0 1
13:55 2 4 0 6
14:00 1 2 0 3
14:05 3 5 0 8
14:10 3 5 0 8
14:15 3 4 0 7
14:20 3 3 0 6
14:25 3 3 0 6
14:30 3 2 0 5
14:35 3 3 0 6
14:40 3 0 0 3
14:45 2 2 0 4
14:50 3 4 0 7
14:55 3 6 0 9
15:00 3 5 0 8
15:05 3 5 0 8
15:10 3 1 0 4
15:15 1 1 0 2
15:20 2 0 0 2
15:25 1 2 0 3
15:30 0 0 0 0
15:35 2 0 0 2
15:40 2 1 0 3
15:45 0 0 0 0
15:50 0 0 0 0
15:55 2 3 0 5
16:00 3 2 0 5
16:05 1 3 0 4
16:10 1 2 0 3
16:15 3 0 0 3
16:20 2 2 0 4
16:25 2 1 0 3
16:30 1 1 0 2
16:35 0 0 0 0
16:40 1 1 0 2
16:45 2 1 0 3
16:50 0 0 0 0
16:55 2 1 0 3
17:00 1 0 0 1
17:05 0 0 0 0
17:10 1 2 0 3
17:15 2 2 0 4
17:20 1 2 0 3
17:25 0 1 0 1
17:30 1 0 0 1
17:35 0 0 0 0
17:40 2 4 0 6
17:45 3 4 0 7
17:50 2 2 0 4
17:55 1 1 0 2
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
LOCATION: Dutch Bros, 81‐776 CA 111 DAY: Saturday
CITY: Indio DATE: 1/29/2022
TIME PickUp Window
To Order Board
Order Board
to DT Entrance
DT Entrance
into Street TOTAL
DRIVE THRU SURVEY
18:00 0 0 0 0
18:05 2 1 0 3
18:10 1 4 0 5
18:15 2 6 0 8
18:20 2 2 0 4
18:25 1 0 0 1
18:30 3 0 0 3
18:35 3 0 0 3
18:40 2 2 0 4
18:45 3 0 0 3
18:50 1 0 0 1
18:55 2 1 0 3
19:00 3 2 0 5
19:05 3 2 0 5
19:10 3 3 0 6
19:15 2 0 0 2
19:20 2 2 0 4
19:25 2 1 0 3
19:30 0 0 0 0
19:35 2 1 0 3
19:40 2 1 0 3
19:45 2 1 0 3
19:50 1 0 0 1
19:55 1 3 0 4
20:00 2 2 0 4
20:05 2 1 0 3
20:10 1 0 0 1
20:15 0 0 0 0
20:20 2 1 0 3
20:25 3 2 0 5
20:30 2 3 0 5
20:35 3 4 0 7
20:40 2 6 0 8
20:45 3 5 0 8
20:50 2 7 0 9
20:55 3 5 0 8
21:00 3 3 0 6
21:05 3 2 0 5
21:10 2 2 0 4
21:15 1 1 0 2
21:20 2 1 0 3
21:25 1 1 0 2
21:30 0 1 0 1
21:35 2 0 0 2
21:40 0 0 0 0
21:45 2 1 0 3
21:50 1 2 0 3
21:55 1 0 0 1
22:00 3 1 0 4
22:05 2 2 0 4
22:10 3 2 0 5
22:15 2 2 0 4
22:20 2 1 0 3
22:25 2 2 0 4
22:30 2 2 0 4
22:35 2 0 0 2
22:40 3 4 0 7
22:45 2 2 0 4
22:50 2 1 0 3
22:55 2 0 0 2
23:00 0 0 0 0
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
Traffic Management Plan and Site
Summary
Property Management Team
CA5803 - Lake Elsinore
SEC Central Ave & Cambern Ave
WEST
Operator: TBD
Coach: TBD
Construction Manager: John Caglia
CRED Coordinator: Christina Bennett
Regional Activation Coach: TBD

Timing Standards
45 seconds per car (at window). Speed timings conducted weekly in addition to a quarterly company wide evaluation.

Speed, Quality, Service
Escape Lane
An escape lane permits customers to leave the line as soon as their drinks are delivered by a drink runner.

Peak Hours
DB will staff an additional traffic controller
during peak hours as needed.

Off-Site Operations
DB always evaluates the need of off-duty police officer support during our grand opening period.

Off duty police officers provide off-site support during business hours as determined necessary by DB leadership. Their job is to safely direct customer vehicles to and from a location. Prevent vehicles from blocking critical drives or otherwise restricting traffic flow (off-site).

Staffing Model
Schedules are written a minimum of 1-2 weeks in advance (in accordance with state and local guidelines) based on gross sales, trends, local events, and weather.

Speed, Quality, Service

Speed, Quality, Service
Line Buster (LB)
Job Duty: Increase speed of the customers experience
by taking orders while ensuring 2’ gap between cars. Ensuring when the line pulls forward the customers moves forward.

Drink Runner (DR)
Job Duty: Deliver completed drinks to the customer in
line before reaching the window. Ensuring escape lane is used to minimize service time.

Outside Traffic Management
Dutch Bros Traffic Controller (DBTC)
Job Duty: Direct traffic in and out of location. Ensuring vehicles from blocking critical drives or otherwise restricting traffic flow (on-site).

Training and FAQ’s
Full Shop Meetings:
● Monthly meetings in which all shop personnel are required to attend. Discuss traffic plans and new commitments in detail.

Pre-Shift Huddles:
● Before each shift (morning, noon, night) the crew goes over updates, important communication, issues, and ensures
strategy is set for the shift
Promotional Days / Major Holidays / Sticker Days:
● Dutch will determine if needed and hire a Third-Party Traffic Control Company to come in when the Stacking could possibly be an issue.

Evolving Traffic Plan:
● The Grand Opening plan will be utilized whenever necessary to mitigate traffic congestion that may occur from our new shop opening. We reserve the right to adjust the plan as conditions dictate, and expect that after the initial community response, our traffic patterns will settle to a predictable level within the first 90 days of operation.

Directional Signage Examples

Grand Opening Staffing Plan

Standard Operations Staffing Plan

Grand Opening Signage Plan

Standard Operations Signage Plan

NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that the Planning Commission of the City of Lake Elsinore, California, will hold a Public Hearing on June 17, 2025, at the Lake Elsinore Cultural Center, 183 North Main Street, Lake Elsinore, California, 92530, at 6:00 p.m., or as soon thereafter as the matter may be heard, to consider the following:

Planning Application No. 2021-34 (Evergreen – Dutch Bros): The proposed project is a request by Brianna Uy, Barghausen Consulting Engineers, LLC , requesting approval of Commercial Design Review (CDR No. 2024-05) and Conditional Use Permit No. (CUP No. 2024-07) to develop and operate a 987 sq. ft. drive-through Dutch Bros coffee shop and a modification to Conditional Use Permit No. 2021-12 to allow the expanded drive-through operation. The project site is located south of Central Avenue/State Route 74 (SR-74) and east of Interstate 15 (I-15; APNs: 377-020- 014, 016, - 017, 018, and 019).

Pursuant to CEQA Guidelines Section 15162, no new environmental documentation is necessary because all potentially significant effects have been adequately analyzed in an earlier Addendum Mitigated Negative Declaration (MND) (SCH# 2022090133) and none of the conditions described in Section 15162 exist. MND (SCH# 2022090133) was adopted on April 25, 2023. No substantial changes that require major revisions to the MND exist and no new information of substantial importance that require revisions to the earlier MND exist.

ALL INTERESTED PERSONS are invited to submit written information, express opinions or otherwise submit written evidence by email to [email protected].

If you wish to legally challenge any action taken by the City on the above matter, you may be limited to raising only those issues you or someone else at the Public Hearing described in this notice, or in written correspondence delivered to the City prior to or at the Public Hearing. If you require accommodation to participate in a Public Hearing, please contact the Administrative Secretary at (951) 674-3124 ext. 297. All Agenda materials are available for review on the City’s website at www.lake-elsinore.org the Friday before the Public Hearing.

FURTHER INFORMATION on this item may be obtained by contacting Carlos Serna, Associate Planner in the Planning Division at [email protected] or (951) 824-7415.

Damaris Abraham,
Community Development Director

PC NOPH PA 2021-34 (Evergreen - Dutch Bros) - Page 1 of 1 The Press-Enterprise
3512 14 Street
Riverside, California 92501
(951) 368-9229
City of Lake Elsinore
130 South Main Street
Lake Elsinore, California 92530
Publication: The Press-Enterprise

PROOF OF PUBLICATION OF
Ad Desc: 0011739034
FILE NO. 0011739034

PROOF OF PUBLICATION
I am a citizen of the United States. I
am over the age of eighteen years and
not party to or interested in the above-
entitled matter. I am an authorized
representative of THE PRESS-
ENTERPRISE, a newspaper of general
circulation, printed and published daily
in the County of Riverside, and which
newspaper has been adjudicated a
newspaper of general circulation by the
Superior Court of the County of
Riverside, State of California, under
date of April 25, 1952, Case Number
54446, under date of March 29, 1957,
Case Number 65673, under date of
August 25, 1995, Case Number
267864, and under date of September
16, 2013, Case Number RIC 1309013;
that the notice, of which the annexed is
a printed copy, has been published in
said newspaper in accordance with the
instructions of the person(s) requesting
publication, and not in any supplement
thereof on the following dates, to wit:
06/06/2025
I certify (or declare) under the penalty
of perjury that the foregoing is true and
correct.

Date: June 6, 2025.

At: Riverside, California
______________________________
Signature

Lake Elsinore City CouncilJuly 8, 2025

Lake Elsinore City Council
July 8, 2025