HomeMy WebLinkAboutItem No. 17 - Notice of Decision - Dutch Bros.
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REPORT TO CITY COUNCIL
To:Honorable Mayor and Members of the City Council
From:Jason Simpson, City Manager
Prepared by:Kevin Beery, Associate Planner
Date:January 10, 2023
Subject:Notice of Decision – Planning Commission Approval of Planning
Application No. 2021-39 (Dutch Bros) for a Commercial Design Review
and a Conditional Use Permit to Construct and Operate a One-story, 950
Square-foot Drive-through Coffee Stand
Applicant:Dutch Bros., LLC
Recommendation
Receive and File the Notice of Decision for Planning Application No. 2021-39 acted on by the
Planning Commission (Commission) on December 6, 2022.
The Commission by a 5-0 vote:
1. Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2021-15 TO
ESTABLISH A 950 SQUARE-FOOT DRIVE-THROUGH COFFEE STAND LOCATED AT
32250 MISSION TRAIL (APN: 365-040-024); and
2. Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2021-19
PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR A 950
SQUARE-FOOT DRIVE-THROUGH COFFEE STAND LOCATED AT 32250 MISSION
TRAIL (APN: 365-040-024).
PA 2021-39 (Dutch Bros)
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Background
The Commission’s decision is final and no action by the City Council is required unless the City
Council, by majority vote, elects to review and reconsider the Commission’s decision by ordering
the matter set for a future noticed public hearing according to Section 17.410.110.F of the Lake
Elsinore Municipal Code (LEMC), or the applicant or an interested person files a complete appeal
application within 15 days of this notice appearing on the City Council’s agenda.
The project site consists of one approximately 9.07-acre parcel located at 32250 Mission Trail
(APN: 365-040-024). The project site is currently developed with an approximately 88,057 sq. ft.
bowling and amusement center (“Pins N Pockets”) and accessory site improvements including
paved parking areas and landscaping. The new building and improvements would be developed
on an approximately 0.68-acre portion in the southwest of the site.
Planning Application No. 2021-39 is a request for approval of a Commercial Design Review (CDR
No. 2021-19) to construct a one-story, 950 sq. ft. drive-through coffee stand and related site
improvements including a two-lane drive-through with 22 queuing spaces, eight parking spaces
and new landscaping. The application also includes a request for approval of a Conditional Use
Permit (CUP No. 2021-15) to permit operation of the drive-through, as required by the CMU
zoning regulations. Access to the new development would be provided by two existing driveways
on Mission Trail. The northern driveway is unsignalized and provides right-in and right-out access
while the southern driveway is signalized and provides full access.
The Commission voted 5-0 to approve the project at its regular meeting on December 6, 2022.
No public comments were provided on the item. During the meeting, some Commissioners
commented on the potential for drive-through queue spill-over onto Mission Trail and the
compatibility of the proposed building exterior colors with surrounding development. The
applicant clarified that the project is designed to avoid spill-over onto Mission Trail by restricting
the northern driveway to right-in and right-out only. In addition, the hours of operation the business
will not conflict with Pins N Pockets allowing for overflow to occur in the parking area. Further, the
applicant will also implement a traffic management plan to avoid the potential for a spill-over to
occur. The Planning Commission added the following condition of approval to ensure that the
exterior building color matches the surrounding development:
For the purpose of complementing the quality of surrounding development, the proposed
building exterior design shall be revised to incorporate a tannish color pursuant to LEMC
Section 17.415.050.F.2. Revised building elevations shall be submitted to the Planning
Division for review and approval prior to building permit issuance.
Fiscal Impact
The time and costs related to processing this application have been covered by fees paid for by
the applicant. No General Fund budgets have been allocated or used in the processing of this
application. The approval of the Project does not fiscally impact the City’s General Fund.
Mitigation Measures to protect the City fiscally have already been included in the Conditions of
Approval.
PA 2021-39 (Dutch Bros)
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Attachments
Attachment 1 – Planning Commission Staff Report
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REPORT TO PLANNING COMMISSION
To:Honorable Chair and Members of the Planning Commission
From:Damaris Abraham, Interim Assistant Community Development Director
Prepared by:Kevin Beery, Associate Planner
Date:December 6, 2022
Subject: Planning Application No. 2021-39 (Dutch Bros) – A request for approval of a
Commercial Design Review to construct a one-story, 950 square-foot drive-through coffee stand
and related site improvements in conjunction with a Conditional Use Permit to allow operation of
the drive-through located at 32250 Mission Trail.
Applicant Name:Dutch Bros., LLC
Recommendation
1. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2021-15 TO
ESTABLISH A 950 SQUARE-FOOT DRIVE-THROUGH COFFEE STAND LOCATED AT 32250
MISSION TRAIL (APN: 365-040-024); and,
2. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2021-19
PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR A 950 SQUARE-
FOOT DRIVE-THROUGH COFFEE STAND LOCATED AT 32250 MISSION TRAIL (APN: 365-
040-024); and,
3. Find and determine that the project is exempt from the California Environmental Quality Act
(CEQA) pursuant to CEQA Guidelines Section 15303 (New Construction)
Project Location
The project site consists of one approximately 9.07-acre parcel located at 32250 Mission Trail
(APN: 365-040-024). The project site is currently developed with an approximately 88,057 sq. ft.
bowling and amusement center (“Pins N Pockets”) and accessory site improvements including
paved parking areas and landscaping. The new building and improvements would be developed
on an approximately 0.68-acre portion in the southwest of the site.
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Project Description
Planning Application No. 2021-39 is a request for approval of a Commercial Design Review (CDR
No. 2021-19) to construct a one-story, 950 sq. ft. drive-through coffee stand and related site
improvements including a two-lane drive-through with 22 queuing spaces, eight parking spaces
and new landscaping. The application also includes a request for approval of a Conditional Use
Permit (CUP No. 2021-15) to permit operation of the drive-through, as required by the CMU
zoning regulations. Access to the new development would be provided by two existing driveways
on Mission Trail. The northern driveway is unsignalized and provides right-in and right-out access
while the southern driveway is signalized and provides full access.
The drive-through ordering area would not contain speaker systems and all customer orders
would be taken by employees in the drive-through queue. The proposed coffee stand will also
feature a walk-up ordering window facing the parking area for pedestrian use. No indoor customer
access is proposed. Business hours of operation would be 5:30 AM to 10:00 PM on Sunday
through Thursday and 5:30 AM to 11:00 PM Friday through Saturday. The expected maximum
number of onsite employees would be six at any given time.
Environmental Setting
EXISTING
LAND USE
GENERAL PLAN ZONING
Project Site Bowling Alley Commercial Mixed Use (CMU)Commercial Mixed Use (CMU)
North Commercial Commercial Mixed Use (CMU)Commercial Mixed Use (CMU)
South Commercial Commercial Mixed Use (CMU)Commercial Mixed Use (CMU)
East Vacant General Commercial (GC)General Commercial (C-2)
West Commercial Commercial Mixed Use (CMU)Commercial Mixed Use (CMU)
Analysis
General Plan Consistency
The subject site has a General Plan land use designation of Commercial Mixed Use (CMU) and
is located in the Lake Elsinore Hills District. The CMU designation provides for a mix of residential
and non-residential uses within a single proposed development area, with an emphasis on retail,
service, civic and professional office uses with a maximum 0.80 floor area ratio (FAR). The
proposed FAR, including the existing amusement center and proposed coffee stand buildings, is
0.22. Therefore, the Project is consistent with the General Plan.
Municipal Code Consistency
The current zoning designation of the subject site is Commercial Mixed Use (CMU). According to
Section 17.134.020 of the Lake Elsinore Municipal Code (LEMC), drive-through food
establishments are permitted subject to approval of a Conditional Use Permit in the CMU zone.
Staff has reviewed the submitted development plans for compliance with the CMU development
standards and regulations of Chapter 17.134 of the LEMC and has determined that the proposed
development conforms to the CMU district provisions as shown in Table 2.
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Development Standard Required Proposed
Floor Area Ratio (FAR)0.80 max.0.22
Front Setback 10'-0" min.35'-6"
Right Side, Interior None 103'-0"
Left Side, Interior None 550'-0" (approx.)
Building Height Varied Rooflines 24'-0" to top of parapet
Drive Through Stacking 8 vehicles (160'-0") min.22 vehicles (440'-0")
Landscape improvements:
Drive-through planter separation (from
driveways, parking and property lines)
5'-0" min.12'-6 ½" to 30'-6"
Parking area from ROW 20'-0" min.71'-6 ½"
Table 2: Development Standards
The Project also meets the minimum parking requirements set forth in Section 17.148.030 of the
LEMC as shown in Table 3.
Parking Standard Required Proposed
Bowling alleys: four spaces per
lane
Commercial uses: one space per
250 square feet of gross floor
area
Pins N Pockets: 24 lanes x 4
spaces = 96 spaces
Dutch Bros: 950 sq. ft. / 250 sq. ft. =
4 spaces
Total = 100 spaces
Existing +
New =
265 + 8
Total = 273
Table 3: Parking Requirements
The architectural design of the proposed building complies with the Nonresidential Development
Standards (Chapter 17.112) of the LEMC. The proposed building is rectangular in plan and will
feature a flat roof with a parapet capped with flashing (painted to match). The main body of the
building exterior would consist of dark and light gray metal panel siding, stone veneer wainscoting,
metal awning projections, and space for tenant wall signage. Accent blue metal siding would be
provided on the proposed tower element. The exterior architecture, including colors and materials,
has been designed to be harmonious and compatible with surrounding development.
Furthermore, the proposed landscaping improvements complement the proposed building design,
provide shade and break-up expanses of pavement. The proposed site design is cohesive and
functional for the proposed use.
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 added recommended permit conditions of approval to ensure compliance with
adopted plans, policies, and regulations.
Traffic
A focused traffic analysis dated July 21, 2022 was prepared by Transolutions, Inc. for the Project.
The purpose of the focused traffic analysis is to assess the degree to which the Project would
impact performance of the surrounding road network, specifically the existing intersections of the
Project site driveways and Mission Trail. The analysis concluded that the Project would not
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adversely affect levels of service in the study area and that the study intersections would continue
operating at satisfactory levels of service. Additionally, based on survey data of the applicant’s
other operational locations in the region, the study determined that the proposed drive-through
stacking capacity of 22 vehicles is sufficient to accommodate peak queue length. Therefore, the
Project is consistent with the circulation goals and policies of the General Plan and is not expected
to adversely impact the safety or efficiency of the surrounding roadways.
MSHCP Consistency
The proposed development is subject to discretionary approvals by the City of Lake Elsinore and
is therefore a project under the Western Riverside County Multiple Species Habitate Conservation
Plan (MSHCP). As a permittee of the MSHCP, the City must make MSHCP Consistency findings
prior to approving a project. The project site is not located within a Criteria Cell and therefore is
exempt from the requirement to undergo Lake Elsinore Acquisition Process (LEAP) and Joint
Project Review (JPR) procedures. The Project site is void of riparian, riverine, vernal pools or
other wetland features, and has been previously disturbed and graded for existing commercial
use. Furthermore, the Project site is not located within a special species survey area in
accordance with the MSHCP. Therefore, the Project is consistent with the MSHCP guidelines
concerning Riparian/Riverine Areas and Vernal Pools, Protection of Narrow Endemic Plant
Species, Additional Survey Needs and Procedures, Urban/Wildlands Interface and Fuel
Management in addition to the Vegetation Mapping Requirements. Standard permit conditions
have been added requiring the applicant to pay the MSHCP Local Development Mitigation Fee.
For these reasons, the Project is consistent with the MSHCP.
Environmental Determination
Planning Division Staff has determined that the Project is exempt from the California
Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: “CEQA”) and the CEQA
Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15303 (New
Construction) because the project involves the new construction of one 950 square-foot
commercial structure and accessory onsite improvements including a drive-through lane, a
parking area, landscaping, and utility extensions to serve the new construction.
Attachments
A – CUP Resolution
B – CDR Resolution
C – Conditions of Approval
D – Vicinity Map
E – Aerial Map
F – Design Review Package
RESOLUTION NO. 2022-
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2021-15
TO ESTABLISH A 950 SQUARE-FOOT DRIVE-THROUGH COFFEE STAND AT
32250 MISSION TRAIL (APN: 365-040-024)
Whereas, Dutch Bros., LLC has filed an application with the City of Lake Elsinore (City)
requesting approval of Planning Application No. 2021-39 (Conditional Use Permit No. 2021-15
and Commercial Design Review No. 2021-19) to construct and operate a one-story, 950 sq. ft.
drive-through coffee stand and related site improvements including a two-lane drive-through with
22 queuing spaces, eight parking spaces and new landscaping on an approximately 0.68 acre
portion of an approximately 9.07-acre site in the Commercial Mixed Use zone. The project site is
located at 32250 Mission Trail (APN: 365-040-024); and
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; and,
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; and,
Whereas, Section 17.415.070.A of the Lake Elsinore Municipal Code (LEMC) provides
that certain uses have operational characteristics that, depending on the location and design of
the use, may have the potential to negatively impact adjoining properties, businesses or residents
and therefore are permitted subject to the issuance of a Conditional Use Permit, which allows the
City to comprehensively review and approve the use; and,
Whereas, pursuant to Section 17.415.070.B of the LEMC, the Planning Commission
(Commission) has the responsibility of reviewing and approving, conditionally approving, or
denying Conditional Use Permits; and,
Whereas, on December 6, 2022, 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 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.
PC Reso. No. 2022-____
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2. The Project site has been previously completely disturbed and graded for the development
of the existing commercial uses. The project is proposing to construct a new coffee stand
building, drive-through lanes, and other improvements in the southwest portion of the
Project site. As 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.
5. The project has been conditioned to pay any applicable MSHCP Local Development
Mitigation fees.
Section 3: The Commission finds that the proposed project is exempt from the California
Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: “CEQA”) and the CEQA
Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15303 (New
Construction) because the project involves the new construction of one 950 square-foot
commercial structure and accessory onsite improvements including a drive-through lane, a
parking area, landscaping, and utility extensions to serve the new construction.
Section 4: That in accordance with LEMC Section 17.415.070.C. Findings, the
Commission makes the following findings regarding Conditional Use Permit No. 2021-15:
1. That the proposed use is in accord with the objectives of the General Plan and the purpose
of the planning district in which the site is located.
The subject site has a General Plan Land Use designation of Commercial Mixed Use
(CMU) and is located in the Lake Elsinore Hills District. The CMU Land Use designation
provides for a mix of residential and non-residential uses within a single proposed
development area, with an emphasis on retail, service, civic and professional office uses
with a maximum 0.80 floor area ratio (FAR). The proposed FAR, including the existing
amusement center and proposed coffee stand buildings, is 0.22. Therefore, the Project is
consistent with the General Plan.
Furthermore, the current zoning designation of the subject site is Commercial Mixed Use
(CMU). According to Section 17.134.020 of the Lake Elsinore Municipal Code (LEMC),
drive-through food establishments are permitted subject to approval of a Conditional Use
Permit in the CMU zone.
Therefore, the proposed drive-through food establishment is consistent with the
commercial designation of the subject site as described in 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.
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The proposed use does not involve the potential for causing detrimental effects to the
existing surrounding community or the general public. The project has been conditioned
as such to avoid any possible negative impacts associated with the proposed project.
3. The site 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.
The proposed site development plan provides sufficient drive-through lane lengths to
accommodate assumed peak vehicle queuing space, as well as provide conforming
building and drive lane setbacks from the right-of-way and neighboring properties.
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.
A focused traffic analysis dated July 21, 2022 was prepared by Transolutions, Inc. for the
Project. The purpose of the focused traffic analysis is to assess the degree to which the
Project would impact performance of the surrounding road network, specifically the
existing intersections of the project site driveways and Mission Trail. The analysis
concluded that the Project would not adversely affect levels of service in the study area
and that the study intersections would continue operating at satisfactory levels of service.
Additionally, based on survey data of the applicant’s other operational locations in the
region, the study determined that the proposed drive-through stack capacity of 22 vehicles
is sufficient to accommodate peak queue length. Therefore, the Project is consistent with
the circulation goals and policies of the General Plan and is not expected to adversely
impact the safety or efficiency of the surrounding roadways.
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 project has been thoroughly reviewed and conditioned by all applicable City
departments thereby eliminating the potential for any adverse effects.
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 December 6, 2022, appropriate
and applicable conditions of approval have been included to protect the public health,
safety and general welfare.
Section 5: Based upon the evidence presented, both written and testimonial, and the
above findings, the Commission hereby finds that the project is consistent with the MSHCP.
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. 2021-15.
Section 7: This Resolution shall take effect immediately upon its adoption.
PC Reso. No. 2022-____
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Passed and Adopted on this 6th day of December, 2022.
Matthew Dobler, Chairman
Attest:
___________________________________
Damaris Abraham,
Interim Assistant Community Development Director
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Damaris Abraham, Interim Assistant Community Development Director of the City of Lake
Elsinore, California, hereby certify that Resolution No. 2022-__ was adopted by the Planning
Commission of the City of Lake Elsinore, California, at a regular meeting held December 6, 2022
and that the same was adopted by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Damaris Abraham,
Interim Assistant Community Development Director
RESOLUTION NO. 2022-
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO.
2021-19 PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR
A 950 SQUARE-FOOT DRIVE-THROUGH COFFEE STAND AT 32250 MISSION
TRAIL (APN: 365-040-024)
Whereas, Dutch Bros., LLC has filed an application with the City of Lake Elsinore (City)
requesting approval of Planning Application No. 2021-39 (Conditional Use Permit No. 2021-15
and Commercial Design Review No. 2021-19) to construct and operate a one-story, 950 sq. ft.
drive-through coffee stand and related site improvements including a two-lane drive-through with
22 queuing spaces, eight parking spaces and new landscaping on an approximately 0.68 acre
portion of an approximately 9.07-acre site in the Commercial Mixed Use zone. The project site is
located at 32250 Mission Trail (APN: 365-040-024); and
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; and,
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; and,
Whereas, pursuant to Section 17.415.050 (Major Design Review) of the Lake Elsinore
Municipal Code (LEMC), the Planning Commission (Commission) has the responsibility of
reviewing and approving, conditionally approving, or denying design review applications; and,
Whereas, on December 6, 2022, 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 DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: 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 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. The Project site has been previously completely disturbed and graded for the development
of the existing commercial uses. The project is proposing to construct a new coffee stand
PC Reso. No. 2022-____
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building, drive-through lanes, and other improvements in the southwest portion of the
Project site. As 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.
5. The project has been conditioned to pay any applicable MSHCP Local Development
Mitigation fees.
Section 3: The Commission finds that the proposed project is exempt from the California
Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: “CEQA”) and the CEQA
Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15303 New
Construction because the project involves the new construction of one 950 square-foot
commercial structure and accessory onsite improvements including a drive-through lane, a
parking area, landscaping, and utility extensions to serve the new construction.
Section 4: That in accordance with Section 17.415.050.G of the LEMC, the Commission
makes the following findings regarding Commercial Design Review No. 2021-19:
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 subject site has a General Plan Land Use designation of Commercial Mixed Use
(CMU) and is located in the Lake Elsinore Hills District. The CMU Land Use designation
provides for a mix of residential and non-residential uses within a single proposed
development area, with an emphasis on retail, service, civic and professional office uses
with a maximum 0.80 floor area ratio (FAR). The proposed FAR, including the existing
amusement center and proposed coffee stand buildings, is 0.22. Therefore, the Project is
consistent with the General Plan.
Furthermore, the current zoning designation of the subject site is Commercial Mixed Use
(CMU). According to Section 17.134.020 of the Lake Elsinore Municipal Code (LEMC),
drive-through food establishments are permitted subject to approval of a Conditional Use
Permit in the CMU zone.
Therefore, the proposed drive-through food establishment is consistent with the
commercial designation of the subject site as described in the General Plan. The proposed
commercial project will assist in achieving the development of a well-balanced and
functional mix of residential, commercial, industrial, open space, recreational and
institutional land uses.
2. The Project complies with the design directives contained in the LEMC and all applicable
provisions of the LEMC.
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The project is appropriate to the site and surrounding developments. The architectural
design of the proposed building conforms to the Nonresidential Development Standards
(Chapter 17.112) of the LEMC. 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.
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 December 6, 2022. The
project, as reviewed and conditioned by all applicable City divisions, departments and
agencies, will not have a significant effect on the environment.
Section 5: Based upon the evidence presented, both written and testimonial, and the
above findings, the Commission hereby finds that the project is consistent with the MSHCP.
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. 2021-19.
Section 7: This Resolution shall take effect immediately upon its adoption.
Passed and Adopted on this 6th day of December, 2022.
Matthew Dobler, Chairman
Attest:
___________________________________
Damaris Abraham,
Interim Assistant Community Development Director
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Damaris Abraham, Interim Assistant Community Development Director of the City of Lake
Elsinore, California, hereby certify that Resolution No. 2022-__ was adopted by the Planning
PC Reso. No. 2022-____
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Commission of the City of Lake Elsinore, California, at a regular meeting held December 6, 2022
and that the same was adopted by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Damaris Abraham,
Interim Assistant Community Development Director
Applicant’s Initials: _____ Page 1 of 14
CONDITIONS OF APPROVAL
PROJECT: PA 2020-39/CUP 2021-15/CDR 2021-19
PROJECT NAME:Dutch Bros
PROJECT LOCATION:APN: 365-040-024
APPROVAL DATE:
EFFECTIVE DATE:
EXPIRATION DATE:
GENERAL
1.Planning Application No. 2021-39 (Conditional Use Permit No. 2021-15 and Commercial
Design Review No. 2021-19) proposes to construct and operate a one-story, 950 sq. ft.
drive-through coffee stand and related site improvements including a two-lane drive-through
with 22 queuing spaces, eight parking spaces and new landscaping on an approximately
0.68-acre portion of an approximately 9.07-acre site in the Commercial Mixed Use zone.
The project site is located at 32250 Mission Trail (APN: 365-040-024). The existing
approximately 88,057 sq. ft. Pins N Pockets building will remain as is and is not part of this
application.
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 CUP 2020-18 and
CDR 2020-29, 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 CUP 2020-18 and CDR 2020-
29 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
"Acknowledgment 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. 2021-15 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 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
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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. 2021-19 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 Lake Elsinore Municipal
Code (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.Hours of operation shall be 5:30 AM to 10:00 PM Sunday through Thursday and 5:30 AM to
11:00 PM Friday through Saturday.
7.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
8.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.
9.All Conditions of Approval shall be reproduced on page one of building plans prior to their
acceptance by the Building and Safety Division, Community Development Department. All
Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy and
release of utilities.
10.All future development proposals shall be reviewed by the City on a project-by-project basis.
If determined necessary by the Community Development Director or designee, additional
environmental analysis will be required.
11.Any proposed minor revisions to approved plans shall be reviewed and approved by the
Community Development Director or designee. Any proposed substantial revisions to the
approved plans shall be reviewed according to the provisions of the Municipal Code in a
similar manner as a new application. Grading plan revisions shall be reviewed by the City
Engineer.
12.Provisions of the City's Noise Ordinance (LEMC Chapter 17.176) shall be satisfied during
all site preparation and construction activity. Site preparation activity and construction shall
not commence before 7:00 AM and shall cease no later than 5:00 PM, Monday through
Friday. Only finish work and similar interior construction may be conducted on Saturdays
and may commence no earlier than 8:00 am and shall cease no later than 4:00 p.m.
Construction activity shall not take place on Sunday, or any Legal Holidays.
13.No individual signs are approved as part of this approval. The applicant or designee shall
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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.
14.Graffiti shall be removed within 24 hours.
15.All materials and colors depicted on the approved 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
16.The entire site shall be kept free from trash and debris at all times and in no event shall
trash and debris remain for more than 24 hours.
17.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
Prior to Issuance of Grading Permits/Building Permits
18.Prior to issuance of a building permit, the applicant shall pay Development Impact Fees
(DIF) and Multiple Species Habitat Conservation Plan (MSHCP) Fees per LEMC Section
16.85, at the rate in effect at the time of payment.
19.All roof mounted or ground support air conditioning units or other mechanical equipment
incidental to development shall be architecturally screened or shielded by landscaping so
that they are not visible from neighboring property or public streets. Any roof mounted
central swamp coolers shall also be screened, and the Community Development Director,
prior to issuance of building permit shall approve screening plan.
20.The project shall meet all requirements of the Elsinore Valley Municipal Water District
(EVMWD). The applicant shall submit water and sewer plans to the EVMWD and shall
incorporate all district conditions and standards.
21.The property address (in numerals at least six inches high) shall be displayed near the
entrance and be easily visible from the front of the subject property and public right-of-way.
22.The applicant shall construct trash enclosure(s) with a decorative roof to match the colors,
materials and design of the project architecture.
23.Prior to issuance of a building permit, the Final Landscaping / Irrigation Detail Plans shall
be submitted to the Community Development Department with appropriate fees, for review
and approval by the Community Development Director or designee.
a. All planting areas shall have permanent and automatic sprinkler system with 50% plant
coverage using a drip irrigation method.
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b. All planting areas shall be separated from paved areas with a six inch (6”) high and six
inch (6”) wide concrete curb. Runoff shall be allowed from paved areas into landscape
areas.
c. Planting within fifteen feet (15’) of ingress/egress points shall be no higher than twenty-
four inches (24”).
d. Landscape planters shall be planted with an appropriate parking lot shade tree
pursuant to the LEMC and Landscape Design Guidelines.
e. No required tree planting bed shall be less than 5 feet wide.
f. Root barriers shall be installed for all trees planted within 10 feet of hardscape areas
to include sidewalks.
g. Any transformers and mechanical or electrical equipment shall be indicated on
landscape plan and screened as part of the landscaping plan.
h. The landscape plan shall provide for ground cover, shrubs, and trees and meet all
requirements of the City’s adopted Landscape Guidelines.
i. All landscaping and irrigation shall be installed within affected portion of any phase at
the time a Certificate of Occupancy is requested for any building.
j. Final landscape plan must be consistent with approved site plan.
k. Final landscape plans to include planting and irrigation details and shall blend in with
the existing shopping center.
l. Final landscape plans shall include drought tolerant planting consistent with Elsinore
Valley Municipal Water District standards subject to plan check and approval by the
City’s landscape plan check consultant.
m. No turf shall be permitted.
24.Landscaping installed for the project shall be continuously maintained to the reasonable
satisfaction of the Community Development Director. If it is determined that the landscaping
is not being maintained, the Director of Community Development shall have the authority to
require the property owner to bring the landscaping into conformance with the approved
landscape plan. The continued maintenance of all landscaped areas shall be the
responsibility of the developer or any successors in interest.
25.The proposed location of on-site construction trailers shall be approved by the Community
Development Director or designee. A cash bond of $1,000 shall be required for any
construction trailers placed on the site and used during construction. Bonds will be released
after removal of trailers and restoration of the site to an acceptable state, subject to approval
of the Community Development Director or designee. Such trailer(s) shall be fully on private
property and outside the public right of way.
BUILDING DIVISION
General Conditions
26.Final Building and Safety Conditions. Final Building and Safety Conditions will be addressed
when building construction plans are submitted to Building and Safety for review. These
conditions will be based on occupancy, use, the California Building Code (CBC), and related
codes which are enforced at the time of building plan submittal.
27.Compliance with Code. All design components shall comply with applicable provisions of
the 2022 edition of the California Building, Plumbing and Mechanical Codes: 2022 California
Electrical Code; California Administrative Code, 2022 California Energy Codes, 2022
California Green Building Standards, California Title 24 Disabled Access Regulations, and
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Lake Elsinore Municipal Code.
28.Green Measures. The application shall provide 10% voluntary green measures on the
project, as stipulated by the 2022 California Green Building Standards.
29.Disabled Access. Applicant shall provide details of all applicable disabled access provisions
and building setbacks on plans to include:
a. All ground floor units to be adaptable.
b. Disabled access from the public way to the entrance of the building.
c. Van accessible parking located as close as possible to the main entry.
d. Path of accessibility from parking to furthest point of improvement.
e. Path of travel from public right-of-way to all public areas on site, such as club house,
trach enclosure tot lots and picnic areas.
30.Street Addressing. Applicant must obtain street addressing for all proposed buildings by
requesting street addressing and submitting a site plan for commercial or multi-family
residential projects or a recorded final map for single- family residential projects. It takes 10
days to issue address and notify other agencies. Please contact Sonia Salazar at
ssalazar@lake-elsinore.org or 951-674-3124 X 277.
31.Clearance from LEUSD. A receipt or clearance letter from the Lake Elsinore School District
shall be submitted to the Building and Safety Department to ensure the payment or
exemption from School Mitigation Fees.
32.Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit
approvals prior to commencement of any construction work.
33.Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards,
and any block walls will require separate approvals and permits.
34.Sewer and Water Plan Approvals. On-site sewer and water plans will require separate
approvals and permits. Septic systems will need to be approved from Riverside County
Environmental Health Department before permit issuance.
35.House Electrical Meter. Applicant shall provide a house electrical meter to provide power
for the operation of exterior lighting, irrigation pedestals and fire alarm systems for each
building on the site. Developments with single user buildings shall clearly show on the plans
how the operation of exterior lighting and fire alarm systems when a house meter is not
specifically proposed.
At Plan Review Submittal
36.Submitting Plans and Calculations. Applicant must submit to Building and Safety four (4)
complete sets of plans and two (2) sets of supporting calculations for review and approval
including:
a. An electrical plan including load calculations and panel schedule, plumbing schematic,
and mechanical plan applicable to scope of work.
b. A Sound Transmission Control Study in accordance with the provisions of the Section
5.507, of the 202241 edition of the California Building Code.
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c. A precise grading plan to verify accessibility for the persons with disabilities.
d. Truss calculations that have been stamped by the engineer of record of the building and
the truss manufacturer engineer.
Prior to Issuance of Grading Permit(s)
37.Onsite Water and Sewer Plans. Onsite water and sewer plans, submitted separately from
the building plans, shall be submitted to Building and Safety for review and approval.
38.Demolition Permits. A demolition permit shall be obtained if there is an existing structure to
be removed as part of the project. Asbestos report and lead base paint reports are required
before demo permit will be issued.
Prior to Issuance of Building Permit(s)
39.Plans Require Stamp of Registered Professional. Applicant shall provide appropriate stamp
of a registered professional with original signature on the plans. Provide C.D. of approved
plans to the Building Division.
Prior to Beginning of Construction
40.Pre-Construction Meeting. A pre-construction meeting is required with the building inspector
prior to the start of the building construction.
ENGINEERING DEPARTMENT
GENERAL
41.All new submittals for plan check or permit shall be made using the City’s online Citizen
Self-Service Portal (CSSP).
42.All plans (Street, Storm Drain, Improvement, Grading) shall be prepared by a Registered
Civil Engineer using the City’s standard title block.
43.All required soils, geology, hydrology and hydraulic and seismic reports shall be prepared
by a Registered Civil Engineer.
44.All slopes and landscaping within the public right-of-way shall be maintained by the property
owner, owner’s association, firms contracted by the property owner’s association, or another
maintenance entity approved by the City Council.
45.All open space and slopes except for public parks and schools and flood control district
facilities, outside the public right-of-way shall be owned and maintained by the property
owner or property owner’s association.
46.In accordance with the City’s Franchise Agreement for waste disposal & recycling, the
applicant shall be required to contract with CR&R Inc. for removal and disposal of all waste
material, debris, vegetation and other rubbish generated both during cleaning, demolition,
clear and grubbing or all other phases of construction and during occupancy.
47.Applicant shall submit a detailed hydrology and hydraulic study for review for the sufficient
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containment and conveyance of the storm water to a safe and adequate point as approved
by the City Engineer.
48.The site will accommodate all construction activity, building activity, vehicles, etc. No staging
on public streets, or private property belonging to others shall be conducted without the
written permission of the property owner.
49.Minimum good housekeeping and erosion and sediment control Best Management
Practices (BMPs) as identified by the City shall be implemented.
FEES
50.Applicant shall pay all applicable permit application and Engineering Department assessed
fees, including without limitation plan check and construction inspection fees, at the
prevalent rate at time of payment in full.
51.Applicant shall pay all applicable Mitigation and Development Impact Fees at the prevalent
rate at time of payment in full. Mitigation and Development Impact Fees include without
limitation:
•Master Plan of Drainage Fee – Due prior to Grading Permit issuance
•Traffic Infrastructure Fee (TIF) – Due prior to Building Permit issuance
•Transportation Uniform Mitigation Fee (TUMF) – Due prior to Occupancy
•Stephens’ Kangaroo Habitat Fee (K-Rat) – Due prior to Grading Permit issuance
LAND DIVISION-DEDICATION
52.Project is required to dedicate additional easement for roadway and utilities purposes to
provide 60' half-width along the property frontage on Mission Trail.
STORM WATER MANAGEMENT / POLLUTION PREVENTION / NPDES
Design
53.The project is responsible for complying with the Santa Ana Region National Pollutant
Discharge Elimination System (NPDES) Permits as warranted based on the nature of
development and/or activity.
54.The 2010 SAR MS4 Permit requires evaluation of the site for implementation of LID
Principles and LID Site Design, where feasible, to treat the pollutants of concern identified
for the project (Section XXII.E.2, XII.E3, and XII.E.7).
55.A Final Water Quality Management Plan (WQMP) shall be prepared using the Santa Ana
Region of Riverside County Guidance Document and approved template and submitted for
review and approval to the City.
•The Final WQMP shall be approved by the City prior to rough grading plan approval,
or issuance of any permit for construction, whichever is first.
56.The Final WQMP shall document the following:
•Detailed site and project description.
•Potential stormwater pollutants.
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•Post-development drainage characteristics.
•Low Impact Development (LID) BMP selection and analysis.
•Structural and non-structural source control BMPs.
•Treatment Control BMPs.
•Site design and drainage plan (BMP Exhibit).
•Documentation of how vector issues are addressed in the BMP design, operation and
maintenance.
•GIS Decimal Minute Longitude and Latitude coordinates for all LID and Treatment
Control BMP locations.
•HCOC – demonstrate that discharge flow rates, velocities, duration and volume for the
post construction condition from a 2-year and 24-hour rainfall event will not cause
adverse impacts on downstream erosion and receiving waters, or measures are
implemented to mitigate significant adverse impacts downstream public facilities and
water bodies. Evaluation documentation shall include pre- and post-development
hydrograph volumes, time of concentration and peak discharge velocities, construction
of sediment budgets, and a sediment transport analysis. (Note the facilities may need
to be larger due to flood mitigation for the 10-year, 6- and 24-hour rain events).
•Operations and Maintenance (O&M) Plan and Agreement (using City approved form
and/or CC&Rs) as well as documentation of formation of funding district for long term
maintenance costs.
•The grading and/or improvement plan shall include a table listing each stormwater
facility, and the plan sheet where it appears.
57.Parking lot landscaping areas shall be designed to provide for treatment, retention or
infiltration of runoff.
58.Project hardscape areas shall be designed and constructed to provide for drainage into
adjacent landscape.
59.Project trash enclosure shall be covered, bermed, and designed to divert drainage from
adjoining paved areas and regularly maintained.
60.If CEQA identifies resources requiring Clean Water Act Section 401 Permitting, the applicant
shall obtain certification through the Santa Ana Regional Water Quality Control Board and
provide a copy to the Engineering Department.
61.All storm drain inlet facilities shall be appropriately marked “Only Rain in the Storm Drain”
using the City authorized marker.
62.The project shall use either volume-based and/or flow-based criteria for sizing BMPs in
accordance with NPDES Permit Provision XII.D.4.
63.The project site shall implement full trash capture methods/devices approved by the Region
Water Quality Control Board.
64.All restaurants and commercial food handling facilities must provide an area for the
washing/steam cleaning of equipment and accessories. The area must be self-contained,
equipped with a grease trap, and properly connected to a sanitary sewer. If the wash area
is located outdoors, it must be covered, paved have secondary containment, and be
connected to the sanitary sewer or other appropriately permitted disposal facility. Plan
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Requirements: The Owner/Applicant shall incorporate these food facility requirements into
project design and depict on plans, including detail plans as needed.
Construction
65.Erosion & Sediment Control – All Projects – Prior to the issuance of any grading or building
permit for construction or demolition, the applicant shall submit for review and approval by
the City Engineer, an Erosion and Sediment Control Plan as a separate sheet of the grading
plan submittal to demonstrate compliance with the City’s NPDES Program and state water
quality regulations for grading and construction activities. A copy of the plan shall be
incorporated into the SWPPP, kept updated as needed to address changing circumstances
of the project site, be kept at the project site, and available for review upon request.
Post-Construction
66.Prior to the issuance of a certificate of use and/or occupancy, the applicant shall
demonstrate compliance with applicable NPDES permits for construction,
industrial/commercial, MS4, etc. to include:
•Demonstrate that the project has compiled with all non-structural BMPs described in
the project’s WQMP.
•Provide signed, notarized certification from the Engineer of Work that the structural
BMPs identified in the project’s WQMP are installed in conformance with approved
plans and specifications and operational.
•Submit a copy of the fully executed, recorded City approved Operations and
Maintenance (O&M) Plan and Agreement for all structural BMPs or a copy of the
recorded City approved CC&R.
•The O&M Plan and Agreement and/or CC&R’s shall: (1) describe the long-term
operation and maintenance requirements for BMPs identified in the BMP Exhibit; (2)
identify the entity that will be responsible for long-term operation and maintenance of
the referenced BMPs; (3) describe the mechanism for funding the long-term operation
and maintenance of the referenced BMPs; and (4) provide for annual certification for
water quality facilities by a Registered Civil Engineer. The City format shall be used.
•Provide documentation of annexation into a CFD for funding facilities to be maintained
by the City.
•Demonstrate that copies of the project’s approved WQMP (with recorded O&M Plan
or CC&R’s attached) are available for each of the initial occupants.
•Agree to pay for a Special Investigation from the City of Lake Elsinore for a date twelve
(12) months after the issuance of a Certificate of Use and/or Occupancy for the project
to verify compliance with the approved WQMP and O&M Plan. A signed/sealed
certification from the Engineer of Work dated 12 months after the Certificate of
Occupancy will be considered in lieu of a Special Investigation by the City.
•Provide the City with a digital .pdf copy of the Final WQMP.
UTILITIES
67.All arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of
the roadway shall be the responsibility of the applicant, property owner, and/or his agent.
Overhead utilities (34.5 kV or lower) shall be undergrounded (LEMC Section 16.64).
68.Applicant shall apply for, obtain and submit to the City Engineering Department a letter from
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Southern California Edison (SCE) indicating that the construction activity will not interfere
with existing SCE facilities. Non-Interference Letter (NIL) shall be provided prior to issuance
of Grading Permit.
69.Submit a “Will Serve” letter to the City Engineering Department from the applicable water
agency stating that water and sewer arrangements have been made for this project and
specify the technical data for the water service at the location, such as water pressure,
volume, etc. Will Serve letters shall be provided prior to issuance of Grading Permit.
IMPROVEMENTS
70.All drainage facilities in this project shall be constructed to Riverside County Flood Control
District Standards. All public storm drain improvements shall be constructed as part of the
first phase of the project.
71.A drainage study shall be provided. The study shall identify the following: identify storm
water runoff from and upstream of the site; show existing and proposed off-site and on-site
drainage facilities; and include a capacity analysis verifying the adequacy of the facilities.
The drainage system shall be designed to ensure that runoff from a 10-year storm of 6-hour
and 24-hour duration under developed condition is equal or less than the runoff under
existing conditions of the same storm frequency. Both 6-hour and 24-hour storm duration
shall be analyzed to determine the detention
72.All natural drainage traversing the site shall be conveyed through the site, or shall be
collected and conveyed by a method approved by the City Engineer. All off-site drainage, if
different from historic flow, shall be conveyed to a public facility.
73.Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs
should drain to a landscaped area.
74.The site shall be planned and developed to keep surface water from entering buildings
(California Green Building Standards Code 4.106.3).
75.All existing storm drain inlet facilities adjacent to the subject properties shall be retrofitted
with a storm drain filter; all new storm drain inlet facilities constructed by this project shall
include a storm drain filter.
PERMITTING/CONSTRUCTION
76.An Encroachment Permit shall be obtained prior to any work on City right-of-way. The
applicant shall submit the permit application, required fees and executed agreements,
security and other required documentation prior to issuance.
77.All compaction reports, grade certification, monument certification (with tie notes delineated
on 8 ½ X 11” Mylar) shall be submitted to the Engineering Department before final inspection
of public works improvements will be scheduled and approved.
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PRIOR TO GRADING PERMIT
Design
78.A grading plan signed and stamped by a California Registered Civil Engineer shall be
submitted for City review and approval for all addition and/or movement of soil (grading) on
site. The plan shall include separate sheets for erosion control, haul route and traffic control.
The grading plan submittal shall include all supporting documentation and be prepared using
City standard title block, standard drawings and design manual.
79.All grading plan contours shall extend to minimum of 50 feet beyond property lines to
indicate existing drainage pattern.
80.The grading plan shall show that no structures, landscaping, or equipment are located near
the project entrances that could reduce sight distance.
81.If the grading plan identifies alterations in the existing drainage patterns as they exit the site,
a Hydrology and Hydraulic Report for review and approval by City Engineer shall be required
prior to issuance of grading permits. All grading that modifies the existing flow patterns
and/or topography shall be in compliance with Federal, State and Local law and be approved
by the City Engineer.
82.A seismic study shall be performed on the site to identify any hidden earthquake faults,
liquefaction and/or subsidence zones present on-site. A certified letter from a registered
geologist or geotechnical engineer shall be submitted confirming the absence of this hazard
prior to grading permit. The location of faults, active or inactive shall be shown on the plan
sets.
83.The applicant shall obtain all necessary off-site easements and/or permits for off-site grading
and the applicant shall accept drainage from the adjacent property owners.
84.Applicant shall mitigate to prevent any flooding and/or erosion downstream caused by
development of the site and/or diversion of drainage.
85.All natural drainage traversing the site (historic flow) shall be conveyed through the site in a
manner consistent with the historic flow or to one or a combination of the following: to a
public facility; accepted by adjacent property owners by a letter of drainage acceptance; or
conveyed to a drainage easement as approved by the City Engineer.
Permit/Construction
86.Applicant shall execute and submit grading and erosion control agreement, post grading
security and pay permit fees as a condition of grading permit issuance.
87.No grading shall be performed without first having obtained a Grading Permit. A grading
permit does not include the construction of retaining walls or other structures for which a
Building Permit is required.
88.A preconstruction meeting with the City Engineering Inspector (Engineering Department) is
required prior to commencement of any grading activity.
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89.Prior to commencement of grading operations, applicant is to provide to the City a map of
all proposed haul routes to be used for movement of export material. All such routes shall
be subject to the review and approval of the City Engineer. Haul route shall be submitted
prior to issuance of a grading permit. Hauling in excess of 5,000 cubic yards shall be
approved by the City Council (LEMC 15.72.065).
90.Import/Export sites located within the Lake Elsinore City limits must have an active grading
permit.
91.Applicant to provide to the City a video record of the condition of all proposed public City
haul roads. In the event of damage to such roads, the applicant shall pay full cost of restoring
public roads to the baseline condition. A bond may be required to ensure payment of
damages to the public right-of-way, subject to approval of the City Engineer.
92.All grading shall be done under the supervision of a geotechnical engineer. Slopes steeper
than 2 to 1 shall be evaluated for stability and proper erosion control and approved by the
City.
93.Review and approval of the project sediment and erosion control plan shall be completed.
94.Approval of the project Final Water Quality Management Plan (WQMP) for post construction
shall be received prior to issuance of a grading or building permit.
95.Applicant shall obtain applicable environmental clearance from the Planning Department
and submit applicable clearance document to the Engineering Department. This approval
shall specify that the project complies with any and all required environmental mitigation
triggered by the proposed grading activity.
96.
PRIOR TO BUILDING PERMIT
97.Provide soils, geology and seismic report, including recommendations for parameters for
seismic design of buildings, and walls prior to building permit.
PRIOR TO OCCUPANCY / FINAL APPROVAL
98.All public improvements shall be completed in accordance with the approved plans or as
condition of this development to the satisfaction of the City Engineer.
99.Proof of acceptance of maintenance responsibility of slopes, open spaces, landscape areas,
and drainage facilities shall be provided.
100.Applicant shall provide a digital copy of the recorded Covenants, Conditions and Restrictions
(CC&Rs) to the Engineering Department.
101.As-built plans for all approved plan sets shall be submitted for review and approval by the
City. The developer/owner is responsible for revising the original mylar plans. Once the
original mylars have been approved, the developer shall provide the City with a digital copy
of the “as-built” plans in .tif format.
102.In the event of the damage to City roads from hauling or other construction related activity,
PA 2021-39/CUP 2021-15/CDR 2021-19 PC:
Conditions of Approval CC:
Applicant’s Initials: _____Page 13 of 14
applicant shall pay full cost of restoring public roads to the baseline condition.
103.Final soil report showing compliance with recommendations, compaction reports, grade
certifications, monument certification (with tie notes delineated on 8 ½ X 11” Mylar) shall be
submitted in .tif format on a USB flash drive or electronically to the Engineering Department
before final inspection will be scheduled.
104.Applicant shall pay all outstanding applicable processing and development fees prior to
occupancy and/or final approval.
105.Applicant shall submit documentation pursuant to City’s Security Release handout.
CITY OF LAKE ELSINORE FIRE MARSHAL
106.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) 671-3124 Ext. 225.
107.Knox Box and Gate Access: Buildings shall be provided with a Knox Box. The Knox Box
shall be installed in an accessible location approved by the Office of the Fire Marshal. All
electronically operated gates shall be provided with Knox key switches and automatic
sensors for access. Ref. CFC 506.1
108.Addressing: All commercial buildings shall display street numbers in a prominent location
on the address side and additional locations as required. Ref. CFC 505.1 and County of
Riverside Office of the Fire Marshal Standard #07-01
DEPARTMENT OF ADMINISTRATIVE SERVICES
Annex into the City of Lake Elsinore Community Facilities District No. 2015-2 (Maintenance
Services)
109.Prior to Building Permit issuance, the applicant shall annex into the Community Facilities
District No. 2015-2 (Maintenance Services) or current Community Facilities District in place
at the time of annexation to fund the on-going operation and maintenance of the public right-
of-way landscaped areas and neighborhood parks to be maintained by the City and for street
lights in the public right-of-way for which the City will pay for electricity and a maintenance
fee to Southern California Edison, including parkways, street maintenance, open space and
public storm drains constructed within the development and federal NPDES requirements
to offset the annual negative fiscal impacts of the project. Alternatively, the applicant may
propose alternative financing mechanisms to fund the annual negative fiscal impacts of the
project with respect to Maintenance Services. Applicant shall make a non-refundable
deposit of $15,000 or at the current rate in place at the time of annexation toward the cost
of annexation, formation or other mitigation process, as applicable.
PA 2021-39/CUP 2021-15/CDR 2021-19 PC:
Conditions of Approval CC:
Applicant’s Initials: _____Page 14 of 14
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 of the City of Lake Elsinore on __________ . I also acknowledge
that all Conditions shall be met as indicated.
Date:
Applicant’s Signature:
Print Name:
Address:
Phone Number:
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Planning Application No. 2021-39APN: 365-040-024AERIAL MAP
PROJECT SITE
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DO NOT ENTERSTOP PROP.DUTCH BROS950 SFMISSION TRAILNO PARKINGEXITLANE
SP1.0SITE PLAN““”“””SHEET NAME:SHEET NUMBER:DESCRIPTION:DATE:REV:Project No: CA4807
Dutch Bros Coffee - New Freestanding Store
DB2550-A1
32250 MISSION TRAIL
LAKE ELSINORE, CA 92530
APN: 365-040-024c ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742DATE: 02/25/2022SITE PLANVICINITY MAPSITE
DO NOT ENTERSTOP PROP.DUTCH BROS950 SFMISSION TRAILNO PARKINGEXITLANE
SP1.1OVERALL SITE PLAN““”“””SHEET NAME:SHEET NUMBER:DESCRIPTION:DATE:REV:Project No: CA4807
Dutch Bros Coffee - New Freestanding Store
DB2550-A1
32250 MISSION TRAIL
LAKE ELSINORE, CA 92530
APN: 365-040-024c ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742DATE: 02/25/2022OVERALL SITE PLANMISSION TRAIL
N 18°56'51" W 1597.86'N 18°56'51" W 723.26'DO NOTENTERSTOPPROP.
DUTCH BROS
950 SF
1192.38 FFE
1191.71 PADMISSION TRAILA
A
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cc
DO NOTENTERSTOPMISSION TRAILPROP.
DUTCH BROS
950 SF
1192.38 FFE
1191.71 PAD
DO NOTENTERSTOPMISSION TRAILPROP.
DUTCH BROS
950 SF
1192.38 FFE
1191.71 PAD
N 18°56'51" W 1597.86'N 18°56'51" W 723.26'DO NOTENTERSTOPPROP.
DUTCH BROS
950 SF
1192.38 FFE
1191.71 PADMISSION TRAIL
3'-8 1/2"1 3/4"1 3/4"4'-0"4'-0"ROUGH OPENING:48-3/8"(W) x 48-3/8"(H)2 1/2"3'-5"
4'-0"4 1/2"4'-0"3'-8 1/2"1 3/4"1 3/4"4 1/2"WINDOW TYPE SCHEDULEA6'-0"8'-10"4'-0"4'-0"1'-8"5'-8"
8'-10"2'-9"2'-9"8'-11"B2'-9"3'-2"C2'-10"5'-8"8'-10"2'-2"5'-0"3'-6"1'-8"10'-0"3'-2"2'-2"DRIVE-THRU WINDOW DETAIL4SCALE: 1/2" = 1'-0"FIXED U-FACTOR = U-0.38OPERABLE U-FACTOR = U-0.48DOOR FRAME TYPE SCHEDULENOTES:2DOOR TYPE SCHEDULENOTES:112REFERENCE DOOR SCHEDULE FOR SIZES AND MATERIALS (TYP.) DOOR HARDWARE, CLOSERS, KICKPLATES, PANIC HARDWARE AND THRESHOLDS SHALL BE LOCATEDAND INSTALLED PER ADA AND LOCAL REQUIREMENTS.1REFERENCE DOOR SCHEDULE FOR SIZES AND MATERIALS (TYP.) NEW FULL HEIGHT INTERIOR PARTITIONNEW EXTERIOR WALL CONSTRUCTIONNEW PRE-FAB WALK-IN COOLERSCALE: 1/4" = 1'-0"FLOOR PLAN1GENERAL NOTES:1.ALL DIMENSIONS TO FACE OF STUD UNLESS OTHERWISENOTED.2.G.C. TO VERIFY ALL DIMENSIONS IN THE FIELD BEFORECOMMENCING CONSTRUCTION.3.ALL INTERIOR FINISHES SHALL COMPLY WITH SECTION 803.INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGSSHALL BE TESTED AS SPECIFIED IN SECTION 803.FLAME SPREAD RATINGS:WALL TILE - CLASS A - <25WALL PAINT - CLASS A - <5PLASTIC LAMINATE - CLASS A - <25FRP PANELS - CLASS A - <25STAINLESS STEEL CORNER GUARDS - CLASS A - <25CEILING TILE - CLASS A - <254.FIRE BLOCKING MUST BE PROVED IN ACCORDANCE WITHSECTION 718.2 AT THE FOLLOWING LOCATIONS:a.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES, AT THE CEILING AND FLOORLEVELS.b.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES, AT 10-FOOR INTERVALS ALONGTHE LENGTH OF THE WALL.c.AT THE INTERCONNECTIONS BETWEEN CONCEALEDVERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR ATSOFFITS, DROP CEILINGS AND COVE CEILINGS.d.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THETOP AND BOTTOM OF THE RUN AND BETWEEN STUDSALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLUNDER STAIRS IS UNFINISHED.e.IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS,FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD APASSAGE FOR FIRE AT CEILINGS AND FLOOR LEVELS, WITHNONCOMBUSTIBLE MATERIALS.PARTITION KEYNOTE: HAND-ACTIVATED DOOR-OPENING HARDWARESHALL BE LOCATED 30 MIN. AND 44 MAX. INCHESABOVE THE FLOOR. LATCHING AND LOCKING DOORSTHAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATHOF TRAVEL SHALL BE OPERABLE WITH A SINGLEEFFORT BY LEVER-TYPE HARDWARE, PANIC BARS,PUSH-PULL ACTIVATING BARS, OR OTHER HARDWAREDESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRINGTHE ABILITY TO GRASP THE OPENING HARDWARE.0'4'2'DOOR NOTES1. THIS PLAN IS ISSUED SO THAT THE CONTRACTOR CAN MAINTAIN FULL COMPLIANCE WITH THEINTERNATIONAL BUILDING CODE FOR WHEELCHAIR MANEUVERABILITY AT DOORS. THIS DETAILINDICATES PARTIAL REQUIREMENTS OF THE CODE. IT IS ADVISED THAT THE CONTRACTOR OBTAINA COMPLETE COPY OF THESE CODES FOR REFERENCE.2. THE DIMENSIONS SHOWN ARE CRITICAL FOR COMPLIANCE WITH THE CODES. IT IS THECONTRACTOR'S RESPONSIBILITY TO INSURE PROPER CLEARANCES FOR WHEELCHAIRMANEUVERABILITY. IF CONFLICTS OCCUR, BRING TO DESIGNERS ATTENTION IMMEDIATELY.3. FOR FULL SWING DOORS A MINIMUM 2'-10" WIDE DOOR IS REQUIRED FOR CLEARANCE. FOR 90°SWING DOORS A MINIMUM 3'-0" WIDE DOOR IS REQUIRED FOR CLEARANCE.4. IN ORDER TO ACHIEVE THE REQUIRED 12" OR 18" MINIMUM CLEARANCES AT DOOR AND AMINIMUM PASSAGE WIDTH, THE DOOR FRAME AT HINGE SIDE MAY HAVE TO BE AGAINST THEADJACENT WALL.5. THE MAXIMUM EFFORT FOR BOTH INTERIOR AND EXTERIOR DOORS IS 5 LBS. CLOSING SPEED IS 5SEC MIN. FROM 90° TO 12°.6. 1/2" MAXIMUM HIGH THRESHOLD (ABOVE FLOOR AND LANDING ON BOTH SIDES) AT BUILDINGENTRANCES AND ALL DOORS.7. DOOR HARDWARE AT ALL EXIT DOORS TO ALLOW DOORS TO BE OPENED FROM THE INSIDEWITHOUT KEY, SPECIAL KNOWLEDGE OR EFFORT PER APPROPRIATE CODE.8. SIGNAGE FOR ONLY MAIN ENTRY DOORS ALLOWED TO HAVE KEY LOCKING DEVICES TO STATE,"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"9. 10" HIGH KICK PLATE AT BOTTOM OF GLAZED AND STOREFRONT DOORS.10. ALL DOORS EQUIPPED WITH SINGLE-EFFORT, NON-GRASPING TYPE HARDWARE BETWEEN 34"MIN. AND 44" MAX. ABOVE THE FINISHED FLOOR.11. WIDTH OF DOORS TO BE A MINIMUM OF 36" TO PROVIDE REQUIRED 32" NET CLEARANCE WIDTHBETWEEN THE FACE OF THE DOOR AND THE JAMB.12. ALL DOORS TO BE KEYED ALIKE; GC TO PROVIDE A TOTAL OF 4 KEYS.3SCALE: 1/2" = 1'-0"TYPICAL DOOR PLANFOR WHEELCHAIR ACCESSHARDWARE GROUPS:GROUP 1:1 EA. HINGES PIANO HINGES - CONTINUOUS1 EA. TRILOGY T2 SERIES EXIT TRIM ETDL27 ALARM LOCKALL METAL 12 BUTTON KEYPAD, WATERPROOFVERSION WITH US26D FINISH1 EA. THRESHOLD PEMKO 2716A1 EA. DOOR SHOE PEMKO 211APK1 EA. DOOR SEAL PS074, BLACK1 EA. FLOOR STOP1 EA. DOOR CLOSER SARGENT 1431 RUO EN1 EA. PANIC PUSH HARDWARE1 EA. 40"x30" KICK PLATE, INTERIOR, HAGER 190S FINISH: US32DGROUP 2:1 EA. HINGES PIANO HINGES - CONTINUOUS1 EA. TRILOGY T2 SERIES EXIT TRIM ETDL27 ALARM LOCKALL METAL 12 BUTTON KEYPAD, WATERPROOFVERSION WITH US26D FINISH1 EA. THRESHOLD PEMKO 2716A1 EA. DOOR SHOE PEMKO 211APK1 EA. DOOR SEAL PS074, BLACK1 EA. FLOOR STOP1 EA. DOOR CLOSER SARGENT 1431 RUO EN1 EA. PANIC PUSH HARDWARE1 EA. 34"x30" KICK PLATE, INTERIOR, HAGER 190S FINISH: US32DGROUP 3:3 EA. HINGES MCKINNEY T2714 4.5X4.5 NRP,FINISH 6521 EA. DEADBOLT SCHLAGE B571 INDICATOR,626 SATIN FINISH1 EA. PUSH PLATE, 626 SATIN FINISH1 EA. HANDLE PULL, 626 SATIN FINISH1 EA. DOOR CLOSER SARGENT 1431 RUO EN1 EA. 34"X12" KICK PLATE, HAGER 190S FINISH: US32DGROUP 4:3 EA. HINGES MCKINNEY T2714 4.5X4.5 NRP, FINISH 6521 EA. LOCKSET SCHLAGE L9453 ENTRANCE LOCKSCHLAGE 06 STANDARD HANDLE SATIN FINISHFULL FACE, ESCUTCHLE0N L583-363 EZ TURN1 EA. FLUSH BOLT IVES FB31P1 EA. LATCH GUARD, STAINLESS STEEL, 7"1 EA. THRESHOLD PEMKO 175A-721 EA. DOOR SHOE PEMKO 211APK1 EA. DOOR SEAL PS074, BLACK1 EA. KICK DOWN IVES FS555 5" BLACK PAINTEDGROUP 5:3 EA. HINGES MCKINNEY T2714 4.5 X 4.5 NRP, US26D FINISH1 EA. LOCKSET SCHLAGE L9453 ENTRANCE LOCKSCHLAGE 06 STANDARD HANDLE SATIN FINISHFULL FACE, ESCUTCHLE0N L583-363 EZ TURN1 EA. THRESHOLD PEMKO 175A-721 EA. DOOR SHOE PEMKO 211APK1 EA. DOOR VENT 24"x12" MIN.1 EA. KICK DOWN IVES FS555 5" BLK FINISHGROUP 6:2 EA. HINGES MCKINNEY T2714 4.5 X 4.5 NRP, US26D FINISH1 EA. SCHLAGE JD60630 SINGLE CYLINDER DEAD BOLT1 EA. DOOR SEAL PS074, BLACK2NO T TO SCALEWALL ASSEMBLY TYPESCD2X6 STUDS@ 16" O.C.1/2" PLYWOOD,BOTH SIDESSMOOTHFRP PANEL,BOTH SIDES2X4 STUDS@ 16" O.C.1/2" PLYWOOD,ONE SIDESMOOTHFRP PANEL,ONE SIDEA2X6 STUDS@ 16" O.C.1/2" PLYWOOD,COORDINATEW/ STRUCTURAL,BOTH SIDESSMOOTH FRP PANEL,INTERIORWEATHER RESISTIVEBARRIER(TYVEK OR SIM.)EXTERIOR SIDING,SEE EXTERIORELEVATIONSB2X4 STUDS@ 16" O.C.1/2" PLYWOOD,COORDINATEW/ STRUCTURAL,BOTH SIDESWEATHER RESISTIVEBARRIER(TYVEK OR SIM.)EXTERIOR SIDING,SEE EXTERIORELEVATIONSEBATT INSULATIONBATT INSULATION2X4 STUDS@ 16" O.C.1/2" PLYWOOD,COORDINATEW/ STRUCTURALWEATHERRESISTIVEBARRIER(TYVEK OR SIM.)EXTERIOR SIDING,SEE EXTERIORELEVATIONSR-13 SOUNDBATTINSULATION@ RRA12X6 STUDS@ 16" O.C.1/2" PLYWOOD,COORDINATEW/ STRUCTURAL,BOTH SIDESSMOOTH FRPPANEL, OVER 5/8"TYP 'X' GYP. BD. TODECK AT INTERIOR5/8" TYPE 'X' GYP.BD. TO CEILINGAT ELEC. ROOMBATT INSULATION1 HR RATED WALL. SEEWALL SECTION 2/A7.1FOR ADDITIONAL INFO.F1/2" PLYWOOD,BOTH SIDES2X6 STUDS@ 16" O.C.2X4 STUDS@ 24" O.C.WEATHERRESISTIVEBARRIER(TYVEK OR SIM.)EXTERIOR SIDING,SEE EXTERIORELEVATIONSSMOOTHFRP PANEL,ONE SIDE2'-8" MIN. CLEARFOR 90° SWING DOORMIN. 3'-0" DOORFOR 90° SWING DOOR24" MIN. CLR.PULL SIDE12" MIN CLR.PUSH SIDE4'-8" MIN CLR. FOR DOOR ON PULL SIDE4'-2" MIN CLR. FOR DOOR ON PUSH SIDE2'-10" MIN. DOORFOR FULL SWING DOORFOR WALLLOCATIONSEE PLANPLAN NOTES1.36" Ø FOUNDATION SONO TUBE (OR SIM.) BLOCK OUT, TYP.2.PROVIDE PLYWOOD SHEATHING ABOVE COOLER3.PAINT DOOR AND FRAME PT-1, BOTH SIDES4.LINE OF AWNING ABOVE5.LINE OF FRAMED CANOPY ABOVE6.G.C. TO INSTALL FF-2 UNDER ALL EQUIPMENT FOR EASY CLEANING, HATCHED AREAS TORECEIVE SMOOTH TILE7.PROVIDE 2X BLOCKING AT HAND SINK8.G.C. TO INSTALL METAL FURRING CHANNELS & PLYWOOD AT KITCHEN SIDE OF SPANDRELGLASS WINDOW TO ALLOW FOR FLUSH INSTALLATION OF FINISHES AT KITCHEN AREA.2"2"2"2"2"2"2"2"2"2"2"2"34FINISH SCHEDULEID TAGFINISH DESCRIPTIONMANUFACTURERMODELREMARKSFLOORFF-1FLOOR TILE -TEXTUREDBEDROSIANS6"x 6" DOTTI DIAMOND - ANTHRACITE R9 - MATTEPRODUCTION AREA FIELD TILEFF-2FLOOR TILE - SMOOTHBEDROSIANS6"x 6" DOTTI DIAMOND - ANTHRACITE R12 -MATTEINSTALLED UNDER COUNTERTOPS &EQUIPMENT; REFER TO NOTE PLAN NOTE 6EPOXY GROUTLATICRETEIG 2000 IND. EPOXY GROUT #2 KIT BLACKJOB PACKSTRECTRALOCK IG 2000 PART A/B EPOXYGROUTSTECTRALOCK PART C COLOR PACKETPERMACOLOR GROUTBOND COATLATICRETE4-XLT GRAYCAULKINGLATICRETELATASIL CAULKINGWATERPROOFINGLATICRETEHYDRO BAN WATERPROOF/ANTIFRACTUREWALLWF-1(FRP) FIBERGLASSREINFORCED PANELMARLITES 100G - 4'x 10' PANELSCOLOR: WHITE; PROVIDE ALL NECESSARYTRIM PIECESWF-2CDX 1/2"COLOR: OUTDOOR LATEX WHITE PAINTBASEBF-1WALL BASE - COVEBEDROSIANS4" x 8" SMOOTH COVE - ANTHRACITESANITARY COVECEILINGCLG-1VINYL FACED ACTUSGSHEETROCK BRAND LAY-IN CEILING PANEL -3260FLAT WHITE; SMOOTHCLG-2FRP OVER 1/2" CDXMARLITES 100G - 4'x 10' PANELSCOLOR: WHITE; PROVIDE ALL NECESSARYTRIM PIECES; PROVIDE ADHESIVE & PANHEAD SCREWS AT 24" O.C., E.W.PAINTPT-1DB LIGHT GRAYSHERWINWILLIAMS8656-12046 - BLDG DB LIGHT GRAYREFER TO S.W. PAINT SPECSPT-2DB DARK GRAYSHERWINWILLIAMS8656-11295 - BLDG DB DARK GRAYREFER TO S.W. PAINT SPECSPT-3DB BLUESHERWINWILLIAMS8656-12045 - BLDG DB BLUEREFER TO S.W. PAINT SPECSPT-4SHERWINWILLIAMSSW-7006 - EXTRA WHIESEMI GLOSSGUARDSCGCORNER GUARDAIS INDUSTRIESCUSTOM120" LONG W/ 2" WINGS, DRILLED, 90°SHARP CORNER, BRUSHED FINISHWGWALL GUARDAIS INDUSTRIESCUSTOM48" WIDE, WRAP FROM SERVICE WINDOWSILL TO TOP OF COVE BASE, BRUSHEDFINSIH2'-10"3'-7" MAX. A.F.F.3'-6"6"3'-0"7'-0"7'-0"6"2'-6"7'-0"7'-0"3'-0"7'-0"3'-0"3'-0"2'-0" A.F.F.3'-0"7'-0"2'-10"3'-7" MAX. A.F.F.2'-2"5"5"PUSH BAR @INTERIOR34"-48"PER ADA DOOR SCHEDULE#SIZETYPEGLASSMATERIALHARDWARENOTES:WIDTHHEIGHTDR.FR.DR.FR.013'-6"7'-0"A1TEMP.HMHMDGROUP 1A,B,C,D,E,F023'-0"7'-0"B2TEMP.HMHMDGROUP 2A,B,C,D,E,F033'-0"7'-0"C2-HMHMDGROUP 3B,D,F047'-0"7'-0"D4-HMHMDGROUP 4B053'-0"7'-0"E2-HMHMDGROUP 5B063'-0"3'-0"F3-HMHMDGROUP 6BNOTES:HM: HOLLOW METAL, 16 GA.HMD: HOLLOW METAL WELDED & DIMPLEDAENSURE EMERGENCY HARDWARE IS IN WORKING CONDITION.BDOOR & FRAME SHALL BE PAINT GRADE & PAINTED DUTCH BROS DARK GRAY.CDOOR TO HAVE SIGN POSTED ABOVE THAT STATES: "THIS DOOR TO REMAIN UNLOCKEDWHILE BUILDING IS OCCUPIED."DCLOSER SHALL BE BOLTED THROUGH DOOR LEAF & ARM MOUNTED USING HEAD-JAMBMOUNT.EPROVIDE ADA COMPLIANT THRESHOLD SET IN SILICONE SEALANT.FTHE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHERTHAN FIRE DOORS, SJHALL NOT EXCEED 5 LBS. THESE FORCES DO NOT APPLY TO THEFORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLDTHE DOOR IN A CLOSED POSITION. FOR OTHER SWINGING DOORS, THE DOOR LATCH SHALLRELEASE WHEN SUBJECTED TO A 15 LB FORCE. THE DOOR SHALL BE SET IN MOTION WHENSUBJECTED TO A 30 LB FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHENSUJECTO TO A 15 LB FORCE PER IBC 1010.1.3NOTES:- STOREFRONT WINDOW SYSTEMS SHALL HAVE A CLEAR ANODIZED ALUMINUM FACTORY FINISH- ALL GLAZING SHALL BE TEMPERED GLASS PER SPECS ON SHEET G2.3BCADEFREFER TO FLOORPLAN FOR SLIDEDIRECTIONBACACL
CLCLCLCLCL
CL
1'-7"CLCL
CLCLCL CL
CL05BAAADD46WGBF-1FF-12BF-1FF-1WF-1BF-1WF-2CG2CGBF-1FF-1WF-13BF-1FF-1WF-1TYP.CGWG34CG030104CG021TYP.AACBF4453377CL
CLA2.0FLOOR PLAN/DETAILS/ SCHEDULES““”“””SHEET NAME:SHEET NUMBER:DESCRIPTION:DATE:REV:Project No: CA4807
Dutch Bros Coffee - New Freestanding Store
DB2550-A1
32250 MISSION TRAIL
LAKE ELSINORE, CA 92530
APN: 365-040-024c ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742DATE: 07/16/2021NWALK-INCOOLERUNISEXRESTROOMMECHANICALROOMELECTRICALROOMKITCHEN/PREP
SCALE: 1/4" = 1'-0"ROOF PLAN1GENERAL NOTES:1.COORDINATE WITH PLUMBING, MECHANICAL, AND ELECTRICALDRAWINGS FOR LOCATION AND NUMBER OF OTHER ROOFPENETRATIONS (IE: VENT STACKS VENT PIPES, CONDUIT PENETRATIONS,ETC.). FLASH ALL PENETRATIONS WEATHER TIGHT.2.SLOPE ALL CRICKETS AS SHOWN AT A MINIMUM SLOPE OF 1/4" PER FOOTFROM HORIZ. PLANE, UNLESS NOTED OTHERWISE3.PROVIDE BUILT-UP TAPERED INSULATION ROOF CRICKETS AT ALL CURBLOCATIONS TO ALLOW POSITIVE DRAINAGE AND PREVENT PONDING.4.ALL METAL ROOF FLASHING DETAILS SHALL BE PER SMACNA ANDMANUFACTURERS RECOMMENDATIONS AND REVIEWED BY THEARCHITECT FOR DESIGN INTENT.5.PROVIDE ROOF INSULATION SYSTEM BELOW ROOFING MEMBRANE, PERTHE ROOFING ASSEMBLIES SPECIFIED IN DIVISION 07 SECTIONS"THERMOPLASTIC POLYOLEFIN ROOFING" AND "APPLIED FIREPROOFING".6.PROVIDE SUPPLEMENTAL INSULATION OVERBUILDS WHERE INDICATEDFOR ROOF SLOPE CONTINUATION.SCALE: 3" = 1'-0"TYPICAL 4" ROOF DRAIN & OVERFLOW3SCALE: 3" = 1'-0"SINGLE PLY SYSTEM ASSEMBLY11SCALE: 3" = 1'-0"TYPICAL ROOF TO PARAPET12SCALE: 3" = 1'-0"SELF-FLASHING CURB13SCALE: 3" = 1'-0"CURB DETAIL4SCALE: 3" = 1'-0"5SCALE: 3" = 1'-0"ROOF ACCESS HATCH6SCALE: 3" = 1'-0"MECHANICAL UNIT SLEEPER7SCALE: 3" = 1'-0"PARAPET CAP W/ CONT. CLEAT8SCALE: 3" = 1'-0"TWO-WAY AIR VENT9ROOF OVERFLOWSCALE: 1 1/2" = 1'-0"10SINGLE-PLY MEMBRANE,MUST EXTEND BEYOND THEINSIDE OF THE CLAMPINGRING. THE HOLE IN THEMEMBRANE MUST BE LARGERTHAN THE DRAIN PIPEDIAMETER.CLAMPING RINGMANUFACTURER APPROVEDSEALANT (1/2 TUBE MIN.)FERNCO FITTINGDRAIN BODYCLAMPING BOLTFILLER(MINIMAL EXPANDINGSPRAY FOAM ORSIMILAR)ROOF SHEATHING,PER STRUCTURAL1/4" DENSDECKPRIME ROOF BOARD2" HIGH WATER DAMCOLLAR AT OVERFLOWDRAIN, AS OCCURS8" MIN.CUSTOM-FABRICATEDCURB FLASHINGMANUFACTURER APPROVEDPLATES/ FASTENERS1 1/4" ROOFING NAILS,SPACED 6" O.C.RECTANGULARPENETRATIONFIELD WELD,MIN. 1 1/2" WIDE.ROOF SHEATHING,PER STRUCTURAL1/4" DENSDECKPRIME ROOF BOARDSINGLE-PLY MEMBRANESMANUFACTURER APPROVEDSEALANT (1/2 TUBE MIN.)CUSTOM-FABRICATEDSTACK FLASHINGFIELD WELD,MIN. 1 1/2" WIDE.2" MIN.ONE PAIR OF COMPOSITEDRAIN RINGS (CDR) PLACEDAT THE BOTTOM OF THESTACK FLASHINGAPPROVED FASTENERS,MIN. ONE PER DRAINROOF SHEATHING,PER STRUCTURAL1/4" DENSDECKPRIME ROOF BOARDFIELD WELD,MIN. 1 1/2" WIDE.TWO-WAYAIR VENTROOF SHEATHING,PER STRUCTURALSINGLE PLY ROOFINGMEMBRANE1/4" DENSDECKPRIME ROOF BOARDCOPING CAP,WITH HEXHEAD SCREWSAND NEOPRENE WASHERAT 24" O.C., MAX.DBL. TOP PLATE,PER PLAN1 1/4" ROOFING NAILS,SPACED 12" O.C., MAX.METAL CLEATSHEATHING,PER PLANSINGLE PLY ROOFINGMEMBRANE, PER PLAN SINGLE-PLY MEMBRANECURB FLASHINGMANUFACTURER APPROVEDPLATES/ FASTENERSROOF HATCH,PER PLANFIELD WELD,MIN. 1 1/2" WIDE.ROOF SHEATHING,PER STRUCTURAL1/4" DENSDECKPRIME ROOF BOARDFIELD WELD,MIN. 1 1/2" WIDE.CUSTOM-FABRICATEDCURB FLASHINGROOF WALKWAY PADCAULKING, BY MANUFACTURERMECHANICAL UNIT, PER PLAN;ATTACH MECH. UNIT TO SLEEPERPER MANUFACTURER'S INSTRUCTIONS.MANUFACTURER APPROVED SEALANTROOF SHEATHING,PER STRUCTURAL1/4" DENSDECKPRIME ROOF BOARD4" MIN.MECHANICAL LINESMANUFACTURER APPROVED CAULK,WATER MUST NOT BE ALLOWEDTO POND W/IN PITCH PAN.1/2" MIN.FIELD WELD,MIN. 1 1/2" WIDE.FILLER(MINIMAL EXPANDINGSPRAY FOAM OR SIMILAR)VINYL-COATED METAL PITCH PANW/ SINGLE-PLY MEMBRANE SKIRTENSURE APPROVED SEALANTIS LEVEL W/ TOP OF CURB AND COVER W/APPROVED CAULK, SLOPE TOOUTSIDE OF PITCH PAN.ROOF SHEATHING,PER STRUCTURAL1/4" DENSDECKPRIME ROOF BOARDCONTINUOUS APPROVEDTERMINATION BARSINGLE-PLY MEMBRANE FLASHING4" MIN. LAP OVER SEAMPLATE. FASTENER @ 12" O.C.GASKETED FASTENER @ 12" O.C. MAX4"CONTINUOUS BEAD OF SEALANTRTUINSULATED METAL CURBSINGLE-PLY ROOFING,MECHANICALLY ATTACHED,OVER 1/2" DENSDECK OVERROOF SHEATHING PERSTRUCTURALWELDED SPLICESINGLE-PLY ROOFING,MECHANICALLY ATTACHED,OVER 1/2" DENSDECK OVERROOF SHEATHING PERSTRUCTURALEXTERIOR SHEATHING PERSTRUCTURALFULLY ADHERE SINGLE-PLYMEMBRANE TO SHEATHING4" MIN. LAP OVER SEAMPLATE. FASTENER @ 12" O.C.2X WOOD FRAMING4"LAP & SEAL SINGLE-PLY ROOFINGMEMBRANE OVER SEAM PLATEWELDED SPLICE8" MAX
4" CANT STRIP4" MIN. LAP OVER SEAM PLATESINGLE-PLY ROOFINGOVER 1/2" DENSDECKFASTENERS @ 12" O.C.PRE-ENGINEEREDTAPERED TRUSSROOF SHEATHING PERSTRUCTURAL4"ALTERNATE CURB: FLEXI FOOT 250SCALE: 3" = 1'-0"AWNING DETAIL2ROOFING MATERIAL:DURO-LAST INC.DURO-LAST - 50 MIL - WHITENOTE:ROOF PARAPET IS GREATER THAN 42"ABOVE ROOF LEVEL; NO FALLPROTECTION REQUIRED NDMECHANICAL EQUIPMENT SCREENED BYPARAPET3/16"3/16"TYP1/8"TYP1/8"1-6B.O. CANOPY+10'-6" A.F.F.0.090" ALUMINUM SHEET DECKBEYOND - WELD TO EA ANGLETRUSS BRGPER PLANT.O. PARAPETPER ARCH2'-6" (SMALL AWNING)4'-0" (LARGE AWNING)1'-6 1/8" (VERIFY W/ARCH PLANS)PARAPET FRAMING6x8 BLKG w/ HGA10 EA END OFBLG AT BOTTOM ONLY (@CONDITION WHERE BLKGTHRUSS OCCURS DRILL LAGSCREW THROUGH BLKG TRUSSAND INSTALL 4x8 BLKG w/ HUC48HGR EA END)HGA10 EA END OFBLG AT BOTTOMONLYVERIFY SLOPDIRECTION WITH PLANSWOOD STUD WALLREFER TO PLAN;PROVIDE DOUBLE STUDEACH END OF BLOCKING6X8 BLOCKINGSIMPSON A35 EACH ENC OFBLOCKING TOP & BOTTOMA35 CLIPS AT EACH STUDHDR PER PLAN (WHEREOCCURS)WALL SHEATHING PER PLANS3/8"Ø X 7" LAG BOLT AT TOP ONLYINSTALL THRU BOLT DBL TOP PLINTO BLKG (3" MIN FROM EACH ENDOF BLKG)ALUMINUM PL 6" X 6" X 3/8" W/ (4)3/8"Ø X 7" LAG BOLTS W/ 2-1/2" MINEDGE DISTANCE TO ALL SIDES OFBLKG5/8"Ø STAINLESS STEELROD @ 48" OC MAX#2 STAINLESS STEELCLEVIS W/ 5/8"Ø BOLTEACH END (PERMANUFACTURER)3/8" ALUMINUM CLEVISPLATEL2X2X3/16 ALUMINUM CONTANGLE SHOP WELD TO CHANNELFOR DECK EDGE SUPPORT(VERIFY W/ MANUFACTURER)AACS6 X 2.83 ALUMINUMCHANNEL (FRONT & SIDES)BUILDINGPARAPET 2ROOF MOUNTEDHVAC EQUPMENT;COORD. W/MECHANICAL 14"PER 1'-0" 14"
PER 1'-0"CRICKETROOF MOUNTEDICE MACHINECONDENSING UNIT,COORD. WITHMECHANICAL;INSTALLED ONSLEEPERS.ROOF MOUNTEDWALK-IN COOLERCONDENSING UNIT,COORD. WITH MECHANICAL;INSTALLED ON SLEEPERS.METALAWNINGBELOWMETALAWNINGBELOW 14"
PER 1'-0"36"x30" ROOFACCESS HATCHEQ31BUILDINGPARAPET 1BUILDINGPARAPET 2PARAPET 3 ROOF DRAIN, WITH OVERFLOW;DRAIN & DAYLIGHT ONTO PARAPET 2 ROOF.DAYLIGHT OVERFLOW 18" ABOVE GRADE.PARAPET 2 ROOF DRAIN WITH OVERFLOW;CONNECT PARAPET 2 ROOF DRAIN TO STORMSEWER OR DAYLIGHT THROUGH FACE OF CURBAT DRIVE AISE W/ MIN. 3" PVC, UNDER SLAB.DAYLIGHT OVERFLOW 18" ABOVE GRADE. 14"
PER 1'-0"2A4.02A4.02A4.013A4.013A4.036"x36"KEYED ACCESS,BY G.C.AWNING DRAIN TO DOWNSPOUTS;CONNECT TO STORM SEWER OR DAYLIGHT TOFACE OF CURB AT DRIVE AISLE W/ MIN. 3" PVCUNDER SLAB.AWNING DRAIN TO DOWNSPOUTS;CONNECT TO STORM SEWER ORDAYLIGHT TO FACE OF CURB ATDRIVE AISLEAWNING DRAIN TO DOWNSPOUTS;CONNECT TO STORM SEWER ORDAYLIGHT TO FACE OF CURB OR TOLANDSCAPE W/ MIN. 3" PVC UNDER SLAB.PARAPET 1 ROOF DRAINWITH OVERFLOW; CONNECT TOPARAPET 2 DRAIN. DAYLIGHTOVERFLOW 18" ABOVE GRADE3'-2"1'-0"CRICKET7A4.08A4.08A4.06A4.06A4.06A4.06A4.05A8.05A8.014A8.014A8.014A8.014A8.010A8.0FRAMEDCANOPYBELOW 14"
PER 1'-0"
14"
PER 1'-0"
1/2"
PER 1'-0" 1/4"PER 1'-0"06 14"PER 1'-0"METALAWNINGBELOW2A4.0AWNING DRAIN TO DOWNSPOUTS;CONNECT TO STORM SEWER ORDAYLIGHT TO FACE OF CURB OR TOLANDSCAPE W/ MIN. 3" PVC UNDERSLAB.RTU - 1700 #RTU - 2700 #CONDENSER300#CONDENSER210#CONDENSER300#3" ROOF DRAIN & OVERLFLOW;CONNECT TO STORM SEWER ORDAYLIGHT TO FACE OF CURB ORDAYLIGHT TO LANDSCAPE W/ MIN. 3"PVC UNDER SLAB.CANOPY ROOF OVERFLOWDAYLIGHT 1" PROUD OF SOFFITMATERIALLINE OF COLUMN BELOWA4.0ROOF PLAN/ ROOFDETAILS““”“””SHEET NAME:SHEET NUMBER:DESCRIPTION:DATE:REV:Project No: CA4807
Dutch Bros Coffee - New Freestanding Store
DB2550-A1
32250 MISSION TRAIL
LAKE ELSINORE, CA 92530
APN: 365-040-024c ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742DATE: 02/25/2022
SCALE: 1/4" = 1'-0"REAR ELEVATIONSCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"141A7.02A7.05A7.0T.O. SLABT.O. PARAPET 3T.O. PARAPET 1T.O. SLABT.O. SLABB.O CANOPY &AWNING+10'-6"T.O. CANOPYPARAPET+12'-3"+20'-10 1/2"+24'-0"5SCALE: NOT TO SCALE+20'-10 1/2"+20'-10 1/2"T.O. PARAPET 2+0'-0"+24'-0"B.O AWNING+10'-6"T.O. CAP+3'-2"+0'-0"T.O. PARAPET 3T.O. PARAPET 2+24'-0"T.O. PARAPET 2+3'-2"T.O. PARAPET 3T.O. PARAPET 2T.O. CAP+3'-2"T.O. SLAB+10'-6"T.O. CANOPYPARAPET+12'-3"+10'-6"+20'-10 1/2"+24'-0"ELEVATION - WALK-UP WINDOWSCALE: 1/4" = 1'-0"FRONT ELEVATION23ELEVATION - DRIVE-THRU WINDOW4A7.0T.O. PARAPET 3T.O. CAP+0'-0"+0'-0"B.O CANOPY &AWNINGB.O CANOPY &AWNING3A7.0ROOF DRAIN PIPE DISCHARGE+12'-10 1/2"SCALE: NOT TO SCALEOVERFLOW DRAIN PIPE DISCHARGE61A7.02A7.03A7.0EXTERIOR FINISH SCHEDULEID TAGMATERIALMANUFACTURERMODELREMARKSZONE 1 (BODY)1AMETAL PANELWESTERN STATES METALROOFINGWESTERN WAVE, 24 ga.ORIENTATION: VERTICAL; COLOR: BLDGDB DARK GRAY1BMETAL PANELWESTERN STATES METALROOFINGWESTERN WAVE, 24 ga.ORIENTATION: VERTICAL COLOR: BLDG DBLIGHT GRAYZONE 2 (TOWER)2METAL PANELWESTERN STATES METALROOFINGWESTERN WAVE, 24 ga.ORIENTATION: HORIZONTAL; COLOR:BLDG DB BLUEZONE 3 (BASE & COLUMNS)3STONE VENEERELDORADO STONECLIFFSTONE; BANFF SPRINGSSTONE VENEER SILLELDORADO STONESNAPPED EDGE WAINSCOT SILL;PEWTERZONE 4 (FRAMED CANOPY)4FASCIAWESTERN STATES METALROOFINGMETAL FASCIACOLOR TO MATCH DUTCH BROS DARKGRAY5SOFFITHEWN ELEMENTSNATURAL NORTHWESTERNSPRUCE1X6, T&G, 18" REVEAL6COLUMNSELDORADO STONECLIFFSTONE; BANFF SPRINGSNOTE: PROVIDE 3"X2" SMOOTH DOWNSPOUTS AND ALL NECESSARY ADAPTORS AT AWNING AND CANOPY LOCATIONS; DOWNSPOUT COLOR TO MATCHBODY MATERIAL PER ELEVATION3A8.02A8.08A8.07A8.01A1B8A8.07A8.03A8.02A8.08A8.07A8.01B1A8A8.07A8.08A8.07A8.03A8.02A8.0XXXX12A8.08A8.07A8.03A8.02A8.012'-0"11'-6"+5 12" FURROUTT.O. PARAPET 1+12'-10 1/2"T.O. PARAPET 1+12'-10 1/2"T.O. CANOPYPARAPET+12'-3"INSIDE CORNERTYP. TRANSITION6" STEEL PIPE BOLLARDW/ PLASTIC SLEEVEPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH2PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BHORIZONTAL RIBBEDSIDING SYSTEM2VERTICAL RIBBEDSIDING SYSTEM1BLIGHTED SIGN, INSTALLEDBY SIGN CONTRACTOR,COORD. W/ ELECTRICALJ-BOX AND BLOCKINGREQUIREMENTSHORIZONTAL RIBBEDSIDING SYSTEM2PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BSTONE VENEER3STAINLESS STEELSERVICE TRAY6" STEEL PIPE BOLLARDW/ PLASTIC SLEEVESPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH2PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BPRE-FINISHED PARAPET CAP FLASHING,COLOR TO MATCH 1AVERTICAL RIBBED SIDING SYSTEM 1BVERTICAL METAL SIDING SYSTEM1AINSIDE CORNER TRANSITIONROOF OVERFLOWDOWNSPOUTSLED MENU BOARDEQ21PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BLIGHTED SIGN, INSTALLEDBY SIGN CONTRACTOR,COORD. W/ ELECTRICALJ-BOX AND BLOCKINGREQUIREMENTSPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH2VERTICAL METALSIDING SYSTEM 1AVERTICAL RIBBEDSIDING SYSTEM1BPRE-FINISHED PARAPET CAPFLASHING,COLOR TO MATCH1ALED MENU BOARDEQ21HORIZONTAL RIBBEDSIDING SYSTEM2STONE VENEER3LIGHTED SIGN,INSTALLED BY SIGN CONTRACTOR,COORD. W/ ELECTRICAL J-BOXAND BLOCKING REQUIREMENTS6" STEEL PIPE BOLLARDW/ PLASTIC SLEEVEHORIZONTAL RIBBEDSIDING SYSTEM2STONE VENEER3VERTICAL RIBBEDSIDING SYSTEM1APRE-FINISHED PARAPET CAP FLASHING,COLOR TO MATCH 1ALIGHTED SIGN, INSTALLEDBY SIGN CONTRACTOR, UNDERSEPARATE PERMITCOORD. W/ ELECTRICALJ-BOX AND BLOCKINGREQUIREMENTSPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH2LIGHTED SIGN, INSTALLED BY SIGNCONTRACTOR, COORDINATE WITHELECTRICAL J-BOX AND BLOCKINGREQUIREMENTSMETAL AWNING,SEE DETAIL 2/A4.03X2 METAL DOWNSPOUT W/ SHEETMETAL COLLECTOR AS REQUIRED;REFER TO A4.0 FOR ADDITIONALINFORMATION3X2 METAL DOWNSPOUT W/ SHEETMETAL COLLECTOR AS REQUIRED;REFER TO A4.0 FOR ADDITIONALINFORMATIONMETAL AWNING,SEE DETAIL 2/A4.0FREEZE PROOFHOSE BIB, COORD. W/PLUMINGWALL MOUNTEDLIGHT FIXTURELOCK BOX KEYEQ34OVERFLOW DOWNSPOUT,COORD. W/ PLUMBING.3X2 METAL DOWNSPOUT W/ SHEET METALCOLLECTOR AS REQUIRED; REFER TO A4.0FOR ADDITIONAL INFORMATIONMETAL AWNING,SEE DETAIL 2/A4.0ADDRESS NUMBERS:-12" ARIAL FONT-2" STROKE-SATIN ALUM. FINISH-VERIFY FINAL LOCATIONMETAL AWNING,SEE DETAIL 2/A4.03X2 METAL DOWNSPOUT W/SHEET METAL COLLECTOR ASREQUIRED; REFER TO A4.0 FORADDITIONAL INFORMATIONLED MENU BOARDEQ21+5 12" FURROUTCANOPY SOFFIT5CANOPY FASCIA4CANOPY COLUMNS6CANOPY SOFFIT5CANOPY FASCIA4CANOPY COLUMNS 6CANOPY SOFFIT5CANOPY COLUMNS6CANOPY FASCIA4METAL AWNING,SEE DETAIL 2/A4.0SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.METAL AWNING,SEE DETAIL 2/A4.0SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.A6.0BUILDING ELEVATIONS““”“””SHEET NAME:SHEET NUMBER:DESCRIPTION:DATE:REV:Project No: CA4807
Dutch Bros Coffee - New Freestanding Store
DB2550-A1
32250 MISSION TRAIL
LAKE ELSINORE, CA 92530
APN: 365-040-024c ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742DATE: 02/25/2022
SCALE: 1/4" = 1'-0"REAR ELEVATIONSCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"141A7.02A7.05A7.0T.O. SLABT.O. PARAPET 3T.O. PARAPET 1T.O. SLABT.O. SLABB.O CANOPY &AWNING+10'-6"T.O. CANOPYPARAPET+12'-3"+20'-10 1/2"+24'-0"5SCALE: NOT TO SCALE+20'-10 1/2"+20'-10 1/2"T.O. PARAPET 2+0'-0"+24'-0"B.O AWNING+10'-6"T.O. CAP+3'-2"+0'-0"T.O. PARAPET 3T.O. PARAPET 2+24'-0"T.O. PARAPET 2+3'-2"T.O. PARAPET 3T.O. PARAPET 2T.O. CAP+3'-2"T.O. SLAB+10'-6"T.O. CANOPYPARAPET+12'-3"+10'-6"+20'-10 1/2"+24'-0"ELEVATION - WALK-UP WINDOWSCALE: 1/4" = 1'-0"FRONT ELEVATION23ELEVATION - DRIVE-THRU WINDOW4A7.0T.O. PARAPET 3T.O. CAP+0'-0"+0'-0"B.O CANOPY &AWNINGB.O CANOPY &AWNING3A7.0ROOF DRAIN PIPE DISCHARGE+12'-10 1/2"SCALE: NOT TO SCALEOVERFLOW DRAIN PIPE DISCHARGE61A7.02A7.03A7.0EXTERIOR FINISH SCHEDULEID TAGMATERIALMANUFACTURERMODELREMARKSZONE 1 (BODY)1AMETAL PANELWESTERN STATES METALROOFINGWESTERN WAVE, 24 ga.ORIENTATION: VERTICAL; COLOR: BLDGDB DARK GRAY1BMETAL PANELWESTERN STATES METALROOFINGWESTERN WAVE, 24 ga.ORIENTATION: VERTICAL COLOR: BLDG DBLIGHT GRAYZONE 2 (TOWER)2METAL PANELWESTERN STATES METALROOFINGWESTERN WAVE, 24 ga.ORIENTATION: HORIZONTAL; COLOR:BLDG DB BLUEZONE 3 (BASE & COLUMNS)3STONE VENEERELDORADO STONECLIFFSTONE; BANFF SPRINGSSTONE VENEER SILLELDORADO STONESNAPPED EDGE WAINSCOT SILL;PEWTERZONE 4 (FRAMED CANOPY)4FASCIAWESTERN STATES METALROOFINGMETAL FASCIACOLOR TO MATCH DUTCH BROS DARKGRAY5SOFFITHEWN ELEMENTSNATURAL NORTHWESTERNSPRUCE1X6, T&G, 18" REVEAL6COLUMNSELDORADO STONECLIFFSTONE; BANFF SPRINGSNOTE: PROVIDE 3"X2" SMOOTH DOWNSPOUTS AND ALL NECESSARY ADAPTORS AT AWNING AND CANOPY LOCATIONS; DOWNSPOUT COLOR TO MATCHBODY MATERIAL PER ELEVATION3A8.02A8.08A8.07A8.01A1B8A8.07A8.03A8.02A8.08A8.07A8.01B1A8A8.07A8.08A8.07A8.03A8.02A8.0XXXX12A8.08A8.07A8.03A8.02A8.012'-0"11'-6"+5 12" FURROUTT.O. PARAPET 1+12'-10 1/2"T.O. PARAPET 1+12'-10 1/2"T.O. CANOPYPARAPET+12'-3"INSIDE CORNERTYP. TRANSITION6" STEEL PIPE BOLLARDW/ PLASTIC SLEEVEPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH2PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BHORIZONTAL RIBBEDSIDING SYSTEM2VERTICAL RIBBEDSIDING SYSTEM1BLIGHTED SIGN, INSTALLEDBY SIGN CONTRACTOR,COORD. W/ ELECTRICALJ-BOX AND BLOCKINGREQUIREMENTSHORIZONTAL RIBBEDSIDING SYSTEM2PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BSTONE VENEER3STAINLESS STEELSERVICE TRAY6" STEEL PIPE BOLLARDW/ PLASTIC SLEEVESPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH2PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BPRE-FINISHED PARAPET CAP FLASHING,COLOR TO MATCH 1AVERTICAL RIBBED SIDING SYSTEM 1BVERTICAL METAL SIDING SYSTEM1AINSIDE CORNER TRANSITIONROOF OVERFLOWDOWNSPOUTSLED MENU BOARDEQ21PRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH1BLIGHTED SIGN, INSTALLEDBY SIGN CONTRACTOR,COORD. W/ ELECTRICALJ-BOX AND BLOCKINGREQUIREMENTSPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH2VERTICAL METALSIDING SYSTEM 1AVERTICAL RIBBEDSIDING SYSTEM1BPRE-FINISHED PARAPET CAPFLASHING,COLOR TO MATCH1ALED MENU BOARDEQ21HORIZONTAL RIBBEDSIDING SYSTEM2STONE VENEER3LIGHTED SIGN,INSTALLED BY SIGN CONTRACTOR,COORD. W/ ELECTRICAL J-BOXAND BLOCKING REQUIREMENTS6" STEEL PIPE BOLLARDW/ PLASTIC SLEEVEHORIZONTAL RIBBEDSIDING SYSTEM2STONE VENEER3VERTICAL RIBBEDSIDING SYSTEM1APRE-FINISHED PARAPET CAP FLASHING,COLOR TO MATCH 1ALIGHTED SIGN, INSTALLEDBY SIGN CONTRACTOR, UNDERSEPARATE PERMITCOORD. W/ ELECTRICALJ-BOX AND BLOCKINGREQUIREMENTSPRE-FINISHED PARAPETCAP FLASHING,COLOR TO MATCH2LIGHTED SIGN, INSTALLED BY SIGNCONTRACTOR, COORDINATE WITHELECTRICAL J-BOX AND BLOCKINGREQUIREMENTSMETAL AWNING,SEE DETAIL 2/A4.03X2 METAL DOWNSPOUT W/ SHEETMETAL COLLECTOR AS REQUIRED;REFER TO A4.0 FOR ADDITIONALINFORMATION3X2 METAL DOWNSPOUT W/ SHEETMETAL COLLECTOR AS REQUIRED;REFER TO A4.0 FOR ADDITIONALINFORMATIONMETAL AWNING,SEE DETAIL 2/A4.0FREEZE PROOFHOSE BIB, COORD. W/PLUMINGWALL MOUNTEDLIGHT FIXTURELOCK BOX KEYEQ34OVERFLOW DOWNSPOUT,COORD. W/ PLUMBING.3X2 METAL DOWNSPOUT W/ SHEET METALCOLLECTOR AS REQUIRED; REFER TO A4.0FOR ADDITIONAL INFORMATIONMETAL AWNING,SEE DETAIL 2/A4.0ADDRESS NUMBERS:-12" ARIAL FONT-2" STROKE-SATIN ALUM. FINISH-VERIFY FINAL LOCATIONMETAL AWNING,SEE DETAIL 2/A4.03X2 METAL DOWNSPOUT W/SHEET METAL COLLECTOR ASREQUIRED; REFER TO A4.0 FORADDITIONAL INFORMATIONLED MENU BOARDEQ21+5 12" FURROUTCANOPY SOFFIT5CANOPY FASCIA4CANOPY COLUMNS6CANOPY SOFFIT5CANOPY FASCIA4CANOPY COLUMNS 6CANOPY SOFFIT5CANOPY COLUMNS6CANOPY FASCIA4METAL AWNING,SEE DETAIL 2/A4.0SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.METAL AWNING,SEE DETAIL 2/A4.0SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.SCONCE LIGHTS,8'-0" B.O. OFFIXTURES,TYP.A6.1BUILDING ELEVATIONSCOLOR““”“””SHEET NAME:SHEET NUMBER:DESCRIPTION:DATE:REV:Project No: CA4807
Dutch Bros Coffee - New Freestanding Store
DB2550-A1
32250 MISSION TRAIL
LAKE ELSINORE, CA 92530
APN: 365-040-024c ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742DATE: 02/25/2022
1BUILDING SECTIONSCALE: 1/4" = 1'-0"2BUILDING SECTIONSCALE: 1/4" = 1'-0"4BUILDING SECTIONSCALE: 1/4" = 1'-0"5BUILDING SECTIONSCALE: 1/4" = 1'-0"3BUILDING SECTIONSCALE: 1/4" = 1'-0"2X WALL,PER PLANEND NAIL16 GA. FRAMING CLIPSAT 24" O.C.FRAMING ANGLE@ EACH BLOCKINGROOF TRUSSES,PER STRUCT.GENERAL NOTES:1.COORDINATE WITH STRUCTURAL DRAWINGS FOR SIZES, CONNECTION DETAILS OFWOOD FRAMING, JOISTS, GIRDERS, WOOD DECKING AND OTHER STRUCTURALCOMPONENTS.2.COORDINATE WITH STRUCTURAL DRAWINGS FOR REINFORCEMENT OF CONCRETESLABS, FOOTINGS, FOUNDATIONS, AND WALL TYPES.3.COORDINATE WINDOW TYPES WITH FLOOR PLANS AND FRAME TYPES. PROVIDEBITUMINOUS DAMPROOFING ON ALL EXTERIOR WALLS BELOW GRADE LEVEL ASINDICATED IN THE SPECIFICATIONS.4.AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONSIN PLACES AND CHANGES IN MATERIALS. THE JOINTS AND SEALS SHALL BE SECURELYINSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE,LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVEPRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION.5.PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR OTHERWISESEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS ANDLOCATION.SCALE: NTSTYP. TOP OF WALL BRACING6MIN. 4" CONC. SLAB,W/ REINFORCEMENT,PER STRUCTURALUNDERSLABVAPOR BARRIERFLOOR FINISH,SEE FINISH SCHEDULEMIN. 4" COMPACTED GRAVEL,PER STRUCTURALUNDISTURBED NATIVESOIL1/4" DENSDECKPRIME ROOF BOARDSINGLE-PLY ROOFINGMEMBRANEROOF SHEATHING,PER STRUCTURALTAPERED TOP CHORDROOF TRUSSES,PER STRUCTURALCLCLSCALE: NTSROOF ASSEMBLY - TRUSSES6SCALE: NTSROOF ASSEMBLY - JOISTS7SCALE: NTSBLDG. CONC. SLAB81/4" DENSDECKPRIME ROOF BOARD2x FRAMING,PER STRUCTURALROOF SHEATHING,PER STRUCTURALSINGLE PLY ROOFINGMEMBRANECLCL4A1.05A1.04A1.05A1.01A1.02A1.03A1.06A7.06A7.06A7.07A7.07A7.08A7.08A7.08A7.07A7.07A7.0PRE-FINISHED METAL COPINGW/ BLIND ATTACHMENTPER MFR. SPECS., TYP.SIDING SYSTEM,PER PLANCLG-1AT 10'-0" A.F.F.EPS CANTSTRIP, TYP.EXTERIOR WALLTYPE, PER PLANCONC. FOUNDATION,COORD. W/ STRUCTURALSERVICE COUNTERSIDING SYSTEM PER PLANBLOCKING AT48" O.C.SIMWALL CLADDING,PER PLANEXTERIOR WALLTYPE, PER PLANR-21 BATT INSULATIONT.O. SLAB+0'-0"SERVICEWINDOW SILL +2'-10"B.O. AWNING/ FIN. CANOPY+10'-6"T.O. PARAPET 2+20'-10 1/2"T.O. PARAPET 3+24'-0"STOREFRONT SILL+3'-2"DRIVE AISLE-0'-6"T.O. CURB+0-5 1/2"FIN. CEILING+10-0"SERVICECOUNTERSITE SLAB,COORD. W/ CIVILT.O. SLAB+0'-0"SERVICEWINDOW SILL +2'-10"B.O. AWNING/ FIN. CANOPY+10'-6"T.O. PARAPET 2+20'-10 1/2"T.O. PARAPET 3+24'-0"STOREFRONT SILL+3'-2"DRIVE AISLE-0'-6"T.O. CURB+0-5 1/2"FIN. CEILING+10-0"FIN. CEILINGRESTROOM+8-0"T.O. SLAB+0'-0"SERVICEWINDOW SILL +2'-10"B.O. AWNING/ FIN. CANOPY+10'-6"T.O. PARAPET 2+20'-10 1/2"T.O. PARAPET 3+24'-0"T.O. PARAPET 1+12'-10-1/2"STOREFRONT SILL+3'-2"DRIVE AISLE-0'-6"T.O. CURB+0-5 1/2"FIN. CEILING+10-0"FIN. CEILINGRESTROOM+8-0"PRE-FINISHED METAL COPINGW/ BLIND ATTACHMENTPER MFR. SPECS.1A7.12A7.29A7.0PRE-FINISHED METAL COPINGW/ BLIND ATTACHMENTPER MFR. SPECS., TYP.STOREFRONT SYSTEM,PER PLANSIDING SYSTEMPER PLANPRE-FABMETAL AWNING,BY OTHERSCANOPY, PER PLAN,COORD. W/ STRUCTURALEPS CANTSTRIP, TYP.CONC. FOUNDATION,COORD. W/ STRUCTURALSIDINGSYSTEMPER PLANEXTERIORWALL TYPE,PER PLANSITE SLAB,COORD.W/ CIVILSIDING SYSTEM,PER PLANEXTERIOR WALLTYPE, PER PLANPRE-FABMETAL AWNING,BY OTHERSCANOPY,BEYONDCLG-1AT 10'-0" A.F.F.CLG-2AT 8'-0" A.F.F.PRE-FINISHEDMETAL COPINGW/ BLIND ATTACHMENTPER MFR. SPECS., TYP.PRE-FINISHED METAL COPINGW/ BLIND ATTACHMENTPER MFR. SPECS., TYP.PRE-FINISHED METAL COPINGW/ BLIND ATTACHMENTPER MFR. SPECS., TYP.COOLERCLG-1AT 10'-0" A.F.F.CLG-2AT 8'-0" A.F.F.SLOPE: 1/4" / 1'-0"SIDING SYSTEM,PER PLANEXTERIOR WALLTYPE, PER PLANCONC. FOUNDATION,COORD. W/ STRUCTURALSIDING SYSTEMPER PLANEXTERIORWALL TYPE,PER PLANSITE SLAB,COORD.W/ CIVIL2A7.1SIM.FINISH FLOOR,PER PLAN1A7.23A7.2FINISH FLOOR,PER PLANFINISH FLOOR,PER PLAN4A7.1PROVIDE BLOCKINGFOR ALL WALLHUNG EQUIPMENTCLG-2 AT10'-0" A.F.F.2A1.01A1.03A1.06A7.08A7.0FIN. CEILING+10-0"4A7.2BLOCKING AT48" O.C.T.O. SLAB+0'-0"SERVICEWINDOW SILL +2'-10"B.O. AWNING/ FIN. CANOPY+10'-6"T.O. PARAPET 2+20'-10 1/2"T.O. PARAPET 3+24'-0"T.O. PARAPET 1+12'-10-1/2"STOREFRONT SILL+3'-2"DRIVE AISLE-0'-6"T.O. CURB+0-5 1/2"FIN. CEILINGRESTROOM+8-0"7A8.110A8.1TYP.2A4.0FINISH FLOOR,PER PLAN PARAPET WALL BEYONDR-38 BATT INSULATIONPER ENERGY CODER-21 BATTINSULATIONSINGLE PLY ROOF MEMBRANE, OVER1/4" DENSDECK, OVER ROOFSHEATHING, PER STRUCT. OVERPRE-MANUFACTURED ENGINEEREDROOF TRUSSES, PER STRUCT.R-21 BATTINSULATIONSINGLE PLY ROOF MEMBRANE, OVER1/4" DENSDECK, OVER ROOFSHEATHING, PER STRUCT. OVERPRE-MANUFACTURED ENGINEEREDROOF TRUSSES, PER STRUCT.ROOF HATCH BYBILCO W/ FLIP DOWNGRAB BAREXTENSIONSPRE-FINISHED METALCOPING WITH BLINDATTACHMENT PERMFR. SPECS.R-21 BATTINSULATIONSINGLE PLY ROOF MEMBRANE, OVER 1/4"DENSDECK, OVER ROOF SHEATHING, PERSTRUCT. OVER PRE-MANUFACTUREDENGINEERED ROOF TRUSSES, PER STRUCT.SIDING SYSTEMPER PLAN PARAPET WALL BEYONDSINGLE PLY ROOF MEMBRANE,OVER 1/4" DENSDECK, OVERROOF SHEATHING, PERSTRUCT. OVER 2X RAFTER, PERSTRUCT.SINGLE PLY ROOF MEMBRANE, OVER1/4" DENSDECK, OVER ROOFSHEATHING, PER STRUCT. OVER 2XRAFTER, PER STRUCT.R-21 BATTINSULATION4A1.05A1.06A7.08A7.07A7.0COOLERT.O. SLAB+0'-0"SERVICEWINDOW SILL +2'-10"B.O. AWNING/ FIN. CANOPY+10'-6"T.O. PARAPET 2+20'-10 1/2"T.O. PARAPET 3+24'-0"STOREFRONT SILL+3'-2"DRIVE AISLE-0'-6"T.O. CURB+0-5 1/2"FIN. CEILING+10-0"R-21 BATTINSULATION3A7.1CLG-1AT 10'-0" A.F.F.PRE-FINISHED METAL COPINGW/ BLIND ATTACHMENTPER MFR. SPECS., TYP.EPS CANTSTRIP, TYP.CONC. FOUNDATION,COORD. W/ STRUCTURALSIDING SYSTEMPER PLANWALL CLADDING,PER PLANEXTERIOR WALLTYPE, PER PLANCANOPY, PER PLAN,COORD. W/ STRUCTURALSIDING SYSTEM,PER PLANEXTERIOR WALLTYPE, PER PLANPRE-FABMETAL AWNING,BY OTHERSSLOPE: 1/4" / 1'-0"SLOPE: 1/4" / 1'-0"FINISH FLOOR,PER PLANMIN. 2"COORD. W/ COOLER MFR.SITE SLAB,COORD. W/ CIVIL PARAPET WALL BEYONDR-38 BATT INSULATIONPER ENERGY CODER-21 BATT INSULATIONSINGLE PLY ROOF MEMBRANE, OVER1/4" DENSDECK, OVER ROOFSHEATHING, PER STRUCT. OVERPRE-MANUFACTURED ENGINEEREDROOF TRUSSES, PER STRUCT.A7.0BUILDING SECTIONS““”“””SHEET NAME:SHEET NUMBER:DESCRIPTION:DATE:REV:Project No: CA4807
Dutch Bros Coffee - New Freestanding Store
DB2550-A1
32250 MISSION TRAIL
LAKE ELSINORE, CA 92530
APN: 365-040-024c ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742DATE: 02/25/2022
TRASH ENCLOSURE PLANSCALE: 1/2" = 1'-0"1TRASH ENCLOSURE SIDE ELEVATIONSCALE: 1/2" = 1'-0"3TRASH ENCLOSURE FRONT ELEVATIONSCALE: 1/2" = 1'-0"2TRASH ENCLOSURE REAR ELEVATIONSCALE: 1/2" = 1'-0"4TRASH ENCLOSURE GENERAL NOTES:1.REFER TO STRUCTURAL FOR MASONRY, CONCRETE, STRUCTURAL STEEL AND REINFORCING STEEL FOR SPECIFICATIONS.2.PROVIDE LOCKING MECHANISM ON MAIN DOORS AND PEDESTRIAN DOOR3.PROVIDE SITE LIGHTING AT TRASH ENCLOSURE. MIN. 5 FOOT CANDLE.4.GATE TO BE BUILT WITH 1-1/2" SQUARE STEEL TUBING WITH ALL JOINTS FULLY WELDED TOGETHER AND 1 CROSS MEMBER PER GATE. FRAME TO BEPRIMED AND PAINTED BLACK IN COLOR.5.ALL CONCRETE TO BE MIN. 3000 PSI IN 28 DAYS.6.REFER TO STRUCTURAL DRAWINGS FOR SPECIFICATIONS (GENERAL NOTES) AND TYPICAL DETAILS FOR MASONRY, CONCRETE, STRUCTURAL STEELAND REINFORCING STEEL.3" x 2" x 1/4" STD. STEEL ANGLEWELD ALL JOINTS & GRIND SMOOTH18 GA METALDECK; PER PLANTS 3" x 2" x 1/4" STD STEEL,WELD ALL JOINTS & GRIND SMOOTHROUND CONCRETE TOP,PAINT PER PLAN6" DIA GALVANIZED PIPE GATE POST,FILL SOLID WITH CONCRETE, PAINT PER PLAN(3) GALVANIZED STEEL HINGE COLLARSW/ GREASE FITTINGS WELD TO GATEANGLE FRAMING PAINT PER PLAN3" 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(2) 6" DIA GALVANIZED PIPE GATEPOST FILL SOLID W/ CONCRETEEMBED 3'-0" INTO CONC. FTG.W/ 5/8" DIA. X 6" ANCHOR;PAINT PER PLAN3" x 2" x 1/4" STD. STEEL ANGLE,WELD ALL JOINTS & GRIND SMOOTHTS 3" x 2" x 1/4" STD STEEL,WELD ALL JOINTS & GRIND SMOOTH(3) STEEL HINGECOLLARS W/ GREASE FITTINGS,WELD TO GATE ANGLE FRAMING,PAINT PER PLANMETAL SIDING,PAINT PER PLANCMU, PER PLAN W/SOLID GROUT & REINFORCINGPER STRUCTURAL6" DIA HSS GATE POST,FILL SOLID WITH CONCRETE,EMBED 2'-0" INTO CONC. FTG.W/ 5/8" DIA. X 6" ANCHOR;PAINT PER PLAN3" x 2" x 1/4" STD. STEEL ANGLE,WELD ALL JOINTS & GRIND SMOOTH;PAINT PER PLANTS 3" x 2" x 1/4" STD STEEL,WELD ALL JOINTS & GRIND SMOOTH;PAINT PER PLAN(3) STEEL HINGE COLLARSW/ GREASE FITTINGS,WELD TO GATE ANGLE FRAMING,PAINT PER PLAN1"METAL SIDING;PAINT PER PLAN7/8" STEEL RODSLIDE STOP TABPRE-MANUFACTUREDMETAL GATE HANDLE1 1/2" X 1/4" FLAT STOCKLOCK TABFINISHGRADE6'-0" T.O. WALL 8"x8"x16" SPLIT FACECONC. BLOCK - SOLIDGROUT CELLSw/ #4 @ 24" VERTICAL @ ℄AND #4 @ 24" HORIZ. PERSTRUCT. CALCSGROUT 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" LAP2 - #4 CONT.TRASH ENCLOSURE SECTIONSCALE: 1/2" = 1'-0"95TRASH ENCLOSURE GATE JAMB DETAILSCALE: 1-1/2" = 1'-0"TRASH ENCLOSURE GATE JAMB DETAILSCALE: 1-1/2" = 1'-0"610TRASH ENCLOSURE GATE JAMB DETAILSCALE: 1/2" = 1'-0"TRASH ENCLOSURE GATE LOCKING HANDLESCALE: 1-1/2" = 1'-0"71'-6"3'-0" MIN.1'-0"2'-0"2"CONCRETE CAP6" DIAMETERSTD. GALV. STEELPIPE FILLEDw/ CONCRETESLOPEDCONCRETEBASECONCRETEFOOTING,REFER TOSTRUC. FORREINFORCEMENT3'-0"INCREASE DEPTHWHERE FROSTDEPTH EXCEEDS 3'-0".REFER TO STRUC.FOR FROST DEPTH.BOLLARD DETAILSCALE: 1/2" = 1'-0"86'-0"20'-0"4'-0"8"10A9.06A9.010A9.05'-6"6'-0"4'-0"CLCLCL CL2A9.03A9.04A9.06'-10"8 1/2"1"(2) 4'-4" x 5'-8"STEEL GATES,W/ 6" DIA. HSSGATE POST,FILLED W/ CONC.;EMBED 36" INTOCONC. FTG.3'-1" x 5'-2" PEDESTRIANACCESS GATE,W/ 4" HSS POSTS,FILLED W/ CONC.,EMBED 36" INTOCONC. FTG.DUMPSTER BYGARBAGE SERVICEPROVIDER6"H x 6"W CONC. CURBAT SIDES OFTRASH ENCLOSURE, TYP.4" THICK, 3000 P.S.I.CONCRETE SLAB WITH6x6-W1.4x1.4 STL. MESHPROVIDE METAL SLEEVESIN CONC. APRON FORGATE CANE ANCHORS, TYP.6" METAL BOLLARDFILLED W/ CONC.6"H x 6"W CONC. CURBAT SIDES OFTRASH ENCLOSURE, TYP.PROVIDE METAL SLEEVESIN CONC. APRON FORGATE CANE ANCHORS, TYP.31'-6" TYP.1'-6" TYP.SLOPE: 1/8" PER FOOT
7'-4"8'-6"
12'-0"10'-0"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 SLEEVESIN CONC. APRON FORGATE CANE ANCHORS, TYP.PROVIDE METAL SLEEVESIN CONC. APRON FORGATE CANE ANCHORS, TYP.SIM.CLCL8'x4'x8' SECURITYSTORAGE ROOMW/ 4'x8' HINGEDDOOR7A9.06'-0" T.O. WALL
1/2" DIA. x 24"L CANE BOLTLATCH RODSCORRUGATED METALPAINTED PER PLAN3/4" PIPESET INTO CONC. SLAB,12" DEEPCONC.CURBPERCIVIL DWGS.(3) 3"X1/4" STEEL PLATESWELDED TO METAL DECK6" DIA. HSS GATE POSTFILL SOLID w/ CONCRETE,EMBED 3'-0" INTO CONC. FTG.W/ 5/8" Ø x 6" ANCHOR,PAINT PER PLAN6" DIA. HSS GATE POSTFILL SOLID w/ CONCRETE,EMBED 3'-0" INTO CONC. FTG.W/ 5/8" DIA. x 6" ANCHOR,PAINT PER PLANCANE BOLT"HOLD-OPEN" TABS6'-0" T.O. WALL HSS GATE POSTPAINT PER PLANPEDESTRIANACCESS DOOR,W/ CORRUGATED METAL,PAINTED PER PLANPROVIDE SIMILAR LOCKINGMECHANISM TO MAIN GATETRASH ENCLOSURE MATERIALSIDMATERIALMANUFACTURERCOLORNOTES3SPLIT FACE8X8X16MUTUAL MATERIALS/WILLAMETTESTONECHARCOALIF INTEGRAL COLORBLOCK IS UNAVAILABLE,BLOCK TO BE STAINEDTO MATCHCMU CAPWILLAMETTE-GRAYSTONECHARCOAL12X16X2PT-2PAINTSHERWIN-WILLIAMS8656-11295 -BLDG DBDARK GRAYBLDG DB DARK GRAY,GATES BODYPT-3PAINTSHERWIN-WILLIAMS8656-12045 -BLDG DBBLUEBLDG DB BLUE, GATEFRAMES & POSTS 3 3 39A9.0TYP.TRASH ENCLOSUREPLAN/ ELEVATIONSA9.0““”“””SHEET NAME:SHEET NUMBER:DESCRIPTION:DATE:REV:Project No: CA4807
Dutch Bros Coffee - New Freestanding Store
DB2550-A1
32250 MISSION TRAIL
LAKE ELSINORE, CA 92530
APN: 365-040-024c ARMET DAVIS NEWLOVE &ASSOCIATES, AIA ARCHITECTS1330 OLYMPIC BLVD.SANTA MONICA, CALIFORNIA 90404PH 310 452-5533 FAX 310 450-4742DATE: 07/16/2021
DO NOT
ENTERSTOP PROP.
DUTCH BROS
950 SF
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WES AROLA LANDSCAPE ARCHITECTURE
WA.LANDSCAPEARCHITECTURE@GMAIL 831/ 247 9936
( In Feet )
1 inch = 10 feet
GRAPHIC SCALE
4020105010
MISSION TRAIL
-
H
J
L
M
O
R
WES AROLA LANDSCAPE ARCHITECTURE
WA.LANDSCAPEARCHITECTURE@GMAIL 831/ 247 9936
SHRUB PLANTING
1 1/2" = 1'-0"
MULCH
BACKFILL MIX
FERTILIZER TABLET
AMENDED NATIVE SOIL
TOP OF ROOTBALL AT OR SLIGHTLY
ABOVE FINISH GRADE
1 329333-03
TREE PLANTING
1/2" = 1'-0"
TREE TIES
TREE STAKES, TWO
PER TREE
MULCH
UNDISTURBED NATIVE
SOIL
WATERING BERM
FERTILIZER PACK
BACKFILL MIX
2
PLANTING NOTES
CONTRACTOR SHALL SUBMIT LABELED PHOTOS OF ALL PLANT MATERIAL, TREES AND
GROUNDCOVERS. PHOTOS SHALL BE OF THE SPECIFIED CONTAINER SIZE. PHOTOS SHALL BE
SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR REVIEW AND APPROVAL. INCLUDE PHOTOS
OF ANY SUBSTITUTES, CLEARLY LABELED.
PLANTING SCHEDULE
DO NOT
ENTERSTOP TREES
1"
BUBBLER
2
VALVE
1657 SF
1"
DRIP
1
VALVE
2368 SF
1"
DRIP
3
VALVE
1108 SF
1"
DRIP
4
VALVE
PROP.
DUTCH BROS
950 SF
WES AROLA LANDSCAPE ARCHITECTURE
WA.LANDSCAPEARCHITECTURE@GMAIL 831/ 247 9936
( In Feet )
1 inch = 10 feet
GRAPHIC SCALE
4020105010
MISSION TRAIL
WES AROLA LANDSCAPE ARCHITECTURE
WA.LANDSCAPEARCHITECTURE@GMAIL 831/ 247 9936
X
X
-
X
VALVE
VALVE TAG
STATION #
SIZE
HYDROZONE AREA
TYPE
BF
C
W
POC
1.IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL
BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE AND
LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE.
2.ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO
COMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATION
CONTRACTOR.
3.INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND/OR SPECIFICATIONS.
4.ALL PIPING RUNNING UNDER HARDSCAPE/WALLS SHALL BE SLEEVED.
MINIMIZE SLEEVING AS MUCH AS POSSIBLE BY LOCATING LATERALS
AND MAINLINE IN PLANTING AREAS.
5.FOR DRIP IRRIGATION AREAS, CONTRACTOR SHALL INSTALL AIR
RELIEF VALVES, OPERATION INDICATORS, AND FLUSH VALVES IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
6.CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND
DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER. THE
AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER
LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND
HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED
ELECTRICAL CONTRACTOR. THIS COST IS TO BE A PART OF THE
LANDSCAPE CONTRACTOR'S BID.
7.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE
CONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING
INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL
NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING
WITH THE WORK IN QUESTION.
8.DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON
THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT
OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA
DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE
ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN
THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY
REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER.
9.CONTRACTOR SHALL SLEEVE UNDER PAVING PER PLANS AND
SPECIFICATIONS. ALL SLEEVES UNDER PAVING SHALL RECEIVE
IDENTIFYING MARK ON TOP OF CONCRETE. EXTEND ALL SLEEVES 18"
BEYOND EDGE OF PAVING.
10.SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN
VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE.
LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND
VALVE MANIFOLDS.
11.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL
MATERIAL APPEARING ON PLAN.
12.ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL
REMAIN CONNECTED AND N FULL CONTINUOUS OPERATION DURING
AND FOLLOWING ALL CONTRACT WORK.
13.CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE
FOLLOWING ARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE
FULLY OPERATIONAL. 2. HYDROSTATIC PRESSURE TESTS SHALL BE
PERFORMED ON MAIN AND LATERAL LINES. 3. ALL ZONES SHALL PASS
A COVERAGE TEST. 4. CONTROLLERS SHALL BE FULLY OPERATIONAL.
1" = 1'-0"
WALL MOUNT CONTROLLER
RCV WIRES.
1 1/2" DIAMETER RIGID
STEEL CONDUIT FOR
BELOW GRADE.
USE PVC SCH. 40
TO WALL. INSTALL BACKUP
BATTERIES AS REQUIRED.
GROUND AS PER MFG.
SPECIFICATIONS.
1/2" DIAMETER RIGID
STEEL CONDUIT FOR
110 VAC ELECTRICAL
SOURCE. INSTALL AS
SET CONTROLLER 60" ABOVE
FINISHED GRADE UNLESS
OTHERWISE NOTED.
CONTROLLER AS SPECIFIED.
SECURELY BOLT CONTROLLER
CODES.
FINISHED GRADE.
LONG SWEEP ELL.
PER LOCAL ELECTRICAL
FX-IR-FX-CONT-073
1 1/2" = 1'-0"
TYPICAL DRIP TUBING
COMPRESSION FITTING.
PLANT GRAPHIC
DRIPLINE EDGE.
TYPICAL 1/4" TUBE STAKE WITH EMITTER OR CAP.
TYPICAL 1/4" DISTRIBUTION TUBING, 48" MAX. LENGTH.
TYPICAL 1/2" DRIP TUBING STAKE.
MULTI-OUTLET EMITTER OR TRANSFER.
EMITTER OR BUBBLER ON 12"
DRIP STAKE.
TRANSFER BARB TEE
FOR DOUBLE EMITTER.
TYPICAL
COMPRESSION
FITTING.
TYPICAL 12" DRIP
TUBING.
NOTE:
1. PLACE EMITTERS 3 4 BETWEEN THE TRUNK AND OUTTER DRIPLINE.
2. EVENLY SPACE EMITTERS AROUND PLANT.
3. STAKE THE DRIP TUBING AT EACH TEE, ELL, COUPLER, AT
EACH EMITTER OR TRANSFER, AND AT 6'-0" MAX O.C.
FX-IR-FX-DRIP-014
1 1/2" = 1'-0"
1" DRIP VALVE/FILTER/REGULATOR
FILTER AS SPECIFIED.
SCH. 80 RISER.
SxT TEE W/ 2" NIPPLE AT
MAINLINE.
PRESSURE REGULATOR AS
SPECIFIED.
PVC TRUE UNION BALL
VALVE.
20"X14" JUMBO PLASTIC
VALVE BOX.
2" ABOVE GRADE AT
SHRUBS.
RCV AS SPECIFIED.
CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH
OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF
CONNECTORS.12" BELOW GRADE.12" WIRE CLOTH GOPHER
SCREEN, WRAP UP SIDES.
TWO 6X2X16 CONCRETE BLOCK CAPS, ONE
ON EACH SIDE OF THE BOX.
OUTLET PIPE SAME SIZE AS
VALVE, 24" MIN. LENGTH TO
FIRST FITTING.
PVC UNION W/ SHORT
NIPPLES.3" MIN.SET BOX FLUSH AT
TURF.
FX-IR-FX-DRIP-122 1 1/2" = 1'-0"
ELECTRIC REMOTE CONTROL VALVE
2"
CLR
BELOW TOP OF BOX.
WATER PROOF WIRE CONNECTORS
10X15 RECTANGULAR VALVE BOX.
2" MINIMUM, 4" MAXIMUM
PLASTIC I.D. TAG AT EACH VALVE.
REMOTE CONTROL VALVE, ONE PER BOX.2"-4"4"CLRREQ. TO
LATERAL
45 DOWN AS
TO FIRST FITTING.
PIPE
DEPTH.
LINE AS PER
IRRIGATION PLAN.12" BELOW GRADESCHEDULE 80 RISER.
TWO ON EACH SIDE.
MAIN LINE.
OUTLET PIPE SAME SIZE
INCREASE LATERAL
CONCRETE BRICK SUPPORT,
AS VALVE, 24" MIN.
ON 30" LOOPED WIRES.
2" ABOVE FINISH
GRADE AT SHRUBS.
3/4" ABOVE FINISH
GRADE AT LAWN.
FX-IR-FX-RCV-051