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Home My WebLink AboutItem No. 12 - Notice of Decision PC Approval of PA No. 2023-15 Starbucks - Collier Ave Page 1 of 2 REPORT TO CITY COUNCIL To: Honorable Mayor and Members of the City Council From: Jason Simpson, City Manager Prepared by: Damaris Abraham, Assistant Community Development Director Date: February 13, 2024 Subject: Notice of Decision – Planning Commission Approval of Planning Application No. 2023-15 (Starbucks - Collier Ave) for a Conditional Use Permit to Establish a New Starbucks Coffee Shop with a Drive-through and Outdoor Dining Area and a Design Review for Minor Modifications to the Existing Building, Site Circulation, Parking Layout, Landscaping, and Related on Site Improvements Located at 18295 Collier Avenue Recommendation Receive and File the Notice of Decision for Planning Application No. 2023-15 approved by the Planning Commission on January 16, 2024. Background Planning Application No. 2023-15 is a request for approval of a Conditional Use Permit (CUP No. 2023-06) to establish a Starbucks coffee shop in an existing 4,400 sq. ft. building (3,800 sq. ft. after remodel) with a drive-through and an outdoor dining area and a minor Commercial Design Review (CDR No. 2023-04) to remodel the existing 4,400 sq. ft. building and other onsite modifications on an approximately 0.96-acre site. The site was formerly occupied by a bank (with drive-through) within the 4,400 sq. ft. building. The building is currently vacant. The project will include demolishing a portion of the existing 4,400 sq. ft. building and reducing the building size to 3,820 sq. ft. (a 580 sq. ft. reduction) and the construction of a new 497 sq. ft. outdoor seating area. The project site is located within the existing Oak Grove Crossing Shopping Center at the northeasterly corner of Collier Avenue and Central Avenue, more specifically 18295 Collier Avenue (APN: 377-120-057). PA 2023-15 (Starbucks – Collier Ave) Page 2 of 2 On January 16, 2024, the Planning Commission by a vote of 5-0: 1. Found that the proposed project is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301 (Existing Facilities); 2. Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2023-15 (CONDITIONAL USE PERMIT NO. 2023-06) TO ESTABLISH AND OPERATE A STARBUCKS COFFEE SHOP WITH A DRIVE-THROUGH AND OUTDOOR DINING AREA IN AN EXISTING 4,400 SQ. FT. BUILDING LOCATED AT 18295 COLLIER AVENUE (APN: 377-120-057); and 3. Adopted A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLCIATION NO. 2023-15 (COMMERCIAL DESIGN REVIEW NO. 2023-04) FOR MINOR ONSITE MODIFICATIONS RELATED TO EXISTING BUILDING SIZE, ELEVATIONS, PARKING LOT LAYOUT, SITE CIRCULATION, AND LANDSCAPING FOR AN EXISTING 4,400 SQ. FT. BUILDING LOCATED AT 18295 COLLIER AVENUE (APN: 377-120-057). Discussion The Planning Commission voted 5-0 to approve the project at its regular meeting on January 16, 2024. There were no public comments. Only the applicant attended the hearing. The Planning 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 Planning 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. Fiscal Impact The time and cost 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. Project approval 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. Attachments Attachment 1 - Planning Commission Staff Report Page 1 of 5 REPORT TO PLANNING COMMISSION To:Honorable Chair and Members of the Planning Commission From:Damaris Abraham, Assistant Community Development Director Prepared by:Carlos Serna, Associate Planner Date:January 16, 2024 Subject:Planning Application No. 2023-15 (Starbucks – Collier Avenue) – A Request for a Conditional Use Permit to Establish and Operate a New Starbucks Coffee Shop with a Drive-through and Outdoor Dining Area and a Design Review for Minor Modifications to the Existing Building, Site Circulation, Parking Layout, Landscaping, and Related on Site Improvements located at 18295 Collier Ave Applicant:Matthew Rocktashel, Urban Dweller Architects Recommendation 1. Find that the proposed project is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301 (Existing Facilities); 2. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2023-15 (CONDITIONAL USE PERMIT NO. 2023-06) TO ESTABLISH AND OPERATE A STARBUCKS COFFEE SHOP WITH A DRIVE-THROUGH AND OUTDOOR DINING AREA IN AN EXISTING 4,400 SQ. FT. BUILDING LOCATED AT 18295 COLLIER AVENUE (APN: 377-120-057); and 3. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLCIATION NO. 2023-15 (COMMERCIAL DESIGN REVIEW NO. 2023-04) FOR MINOR ONSITE MODIFICATIONS RELATED TO EXISTING BUILDING SIZE, ELEVATIONS, PARKING LOT LAYOUT, SITE CIRCULATION, AND LANDSCAPING FOR AN EXISTING 4,400 SQ. FT. BUILDING LOCATED AT 18295 COLLIER AVENUE (APN: 377-120-057). PA 2023-15 (Starbucks – Collier Avenue) Page 2 of 5 9 2 2 Project Location The project currently contains an existing 4,400 sq. ft. vacant building and is located within the existing Oak Grove Crossing Shopping Center at the northeasterly corner of Collier Avenue and Central Avenue, more specifically 18295 Collier Avenue. (APN: 377-120-057). Environmental Setting EXISTING LAND USE GENERAL PLAN ZONING Project Site Vacant Bldg.General Commercial (GC)General Commercial (C-2) North Commercial General Commercial (GC)General Commercial (C-2) South Business Professional Business Professional (BP)Commercial Manufacturing (C-M) East Commercial Plaza General Commercial (GC)General Commercial (C-2) West Target General Commercial (GC)General Commercial (C-2) Project Description Planning Application No. 2023-15 is a request for approval of a Conditional Use Permit (CUP No. 2023-06) to establish a Starbucks coffee shop in an existing 4,400 sq. ft. building (3,800 sq. ft. after remodel) with a drive-through and an outdoor dining area and a minor Commercial Design Review (CDR No. 2023-04) to remodel the existing 4,400 sq. ft. building and other onsite modifications on an approximately 0.96-acre site. The site was formerly occupied by a bank (with drive-through) within the 4,400 sq. ft. building. The building is currently vacant. The project will include demolishing a portion of the existing 4,400 sq. ft. building and reducing the building size to 3,820 sq. ft. (a 580 sq. ft. reduction) and the construction of a new 497 sq. ft. outdoor seating area. New construction will include: •Demolishing the existing storefront and constructing a new storefront •Demolishing interior and exterior walls and replacing with new •Demolish interior and exterior doors and replacing with new •Adding new exterior patio furniture •Demolishing roof membrane and mechanical equipment and replacing with new •New custom poly signage, new drive-thru equipment, landscape patch and infill, new trash enclosure, and new drive-thru window Interior renovations will include new interior partition walls, new restroom, new beverage preparation equipment, new casework, new floor finishes, new wall finishes, new ceiling, new lighting, new heating ventilation and air conditioning diffusers, and new trenching of the existing concrete slab for plumbing and electric. PA 2023-15 (Starbucks – Collier Avenue) Page 3 of 5 9 2 2 The Coffee shop and the drive-through will be open to service between 4:00 am and 12:00 am. The Coffee shop offers an indoor and outdoor seating area and drive-through and pickup services. The Coffee shop is projected to have an average of 25 employees. Analysis General Plan Consistency The project has a General Plan Land Use designation of General Commercial (GC) and is located in the Business District. The GC designation provides for retail, restaurants, professional and administrative offices, hotels and motels, mixed use projects, public and quasi-public uses, and similar and compatible uses. The Floor Area Ratio (FAR) shall not exceed 0.40. The proposed project, which includes a coffee shop with a drive-through and outdoor dining area, is consistent and compatible with the other intended uses of the GC Land Use Designation. The proposed project has a 0.09 FAR. Therefore, the project is consistent with the General Plan. Municipal Code Consistency The current zoning for the subject property is General Commercial (C-2). According to Section 17.124.020 (Permitted Uses) of the Lake Elsinore Municipal Code (LEMC), all permitted uses of the Commercial Office (C-O) and Neighborhood Commercial (C-1) districts as contained within LEMC Section 17.116.020 and 17.120.020 are also permitted in the C-2 zone. Restaurants and eating places are permitted uses. According to Section 17.124.030 of the LEMC, uses permitted subject to a use permit in the C-1 district as contained in LEMC 17.120.030 are also permitted in the C-2 zone subject to a Conditional Use Permit. Pursuant to LEMC 17.120.030 drive-through establishments are permitted use subject to a Conditional Use Permit. The project also complies with the onsite parking standards listed in Lake Elsinore Municipal Code (LEMC) Chapter 17.148 (Parking Requirements) which requires one (1) parking space for each 45 square feet of customer area, plus one (1) parking space for each 200 square feet of noncustomer area. The project will require a total of 61 parking spaces. The proposed project will provide 42 parking stalls. Existing and future tenants share a parking agreement (First Amendment to Operation and Easement Agreement dated July 30, 2007). The agreement includes a non-exclusive easement for parking of vehicles over and across the parking, driveways, and sidewalk areas within the shopping center. Additionally, a Traffic Analysis dated December 6, 2023, was prepared by Urban Crossroads for the proposed project. The Traffic Analysis concluded that based on a field review of parking conditions, the shared parking area provides sufficient parking for all the uses within the shopping center without negatively affecting the availability of parking to each use in the shopping center. PA 2023-15 (Starbucks – Collier Avenue) Page 4 of 5 9 2 2 Architecture and Site Design The architectural design of the proposed building complies with the Nonresidential Development Standards (Chapter 17.112) of the LEMC. The existing building is rectangular in plan and will feature varying roof lines. The architecture of the building has been designed to achieve harmony and compatibility with surrounding Oak Grove Crossing shopping center. The revised design incorporates Riverstone accent finish throughout the building to harmonize with the adjacent commercial structures including Target, McDonald’s, and Bank of America. The project also complies with applicable sections of the Nonresidential Development Standards (Chapter 17.112) of the LEMC for landscaping, lighting, circulation patterns, and trash enclosures. The Design Review Committee, including Staff from the Planning, Building and Safety, Fire, and Engineering departments and the Elsinore Valley Municipal Water District, has reviewed the project and have added recommended conditions of approval to ensure compliance with adopted plans, policies, and regulations. Traffic and Operations A Traffic Analysis dated December 6, 2023, was prepared by Urban Crossroads for the proposed project. The purpose of the analysis is to evaluate the potential circulation system deficiencies that may result from the development of the proposed Project, and where necessary recommend improvements to achieve acceptable operations consistent with General Plan level of service goals and policies. The site adjacent roadways of Collier Avenue (SR-74) and Central Avenue are currently built to their ultimate width based on the City’s General Plan. The project does not propose any new driveways and will utilize the existing driveways on Collier Avenue (SR-74) and Central Avenue. As such, the study recommended the project maintain the existing roadway width at Collier Avenue (SR-74) and Central Avenue and maintain the existing traffic control and lane geometrics. Additionally, no off-site intersection improvements are required since all study area intersections currently operate at an acceptable Level of Service (LOS) during the peak hours and are anticipated to continue to operate at an acceptable LOS during the peak hours under both Existing (2023) and EAP (2025) traffic conditions. The traffic study also included a drive-through queuing analysis for the proposed project to evaluate the adequacy of the drive-through lane queuing capacity. Section 17.148.060 of the LEMC requires drive-through lanes to have a minimum storage for eight vehicles at 20 feet per vehicle. The proposed drive-through would provide a drive-through queuing capacity of approximately 15 vehicles. According to the traffic study, the proposed drive-thru lanes for the Starbucks will provide sufficient capacity to accommodate average and peak vehicle demands for the proposed project. Additionally, the project is conditioned to submit queuing management plan detailing procedures and operational measures to be implemented to achieve safe parking lot circulation during peak drive-through demand (COA No. 12). Therefore, upon implementation of the traffic management plan required by conditions of approval, 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. PA 2023-15 (Starbucks – Collier Avenue) Page 5 of 5 9 2 2 Environmental Determination Staff has determined that the proposed Project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 (Class 1: Existing Facilities). Class 1 consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agency’s determination. The project proposes to remodel the 4,400 sq. ft. building by reducing the building footprint to 3,820 sq. ft. and construct a new 497 sq. ft. outdoor seating area. The site is fully developed, and only minor site modifications related to landscaping, drive-through, and parking lot layout are planned in association with the proposed project. Public Notice Notice of the hearing for this application has been published in the Press-Enterprise newspaper and mailed to property owners within 600 feet of the subject property. As of the writing of this report, no written comments concerning this application have been received by staff. Attachments Attachment 1 – CUP Resolution Attachment 2 – CDR Resolution Attachment 3 – Conditions of Approval Attachment 4 – GIS Exhibits Attachment 5 – Design Review Package Attachment 6 – Project Description Attachment 7 – Traffic Impact Analysis Attachment 8 – Public Notice Materials RESOLUTION NO. 2024- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLICATION NO. 2023-15 (CONDITIONAL USE PERMIT NO. 2023-06) TO ESTABLISH AND OPERATE A STARBUCKS COFFEE SHOP WITH A DRIVE-THROUGH AND OUTDOOR DINING AREA IN AN EXISTING 4,400 SQ. FT. BUILDING LOCATED AT 18295 COLLIER AVENUE (APN: 377-120-057) Whereas, Matthew Rochtashel, Urban Dweller Architects, has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2023-15 (Conditional Use Permit No. 2023-06 and Commercial Design Review No. 2023-04) to permit the operation of a drive-through and an outdoor dining area in connection with the establishment of a Starbucks coffee shop. The project also includes minor onsite modifications related to the existing 4,400 square foot building’s size, exterior elevations, parking lot layout, site circulation, and landscaping. The project site is located on an approximately 0.96-acre site at 18295 Collier Avenue. (APN: 377-120-057); Whereas, Section 6.0 of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell undergo the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) process to analyze the scope of the proposed development and establish a building envelope that is consistent with the MSHCP criteria; Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency findings demonstrating that the proposed discretionary entitlement complies with the MSHCP Criteria Cell, and the MSHCP goals and objectives; Whereas, Chapter 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; Whereas, pursuant to Chapter 17.415.070.B of the LEMC, the Planning Commission (Commission) has been delegated with the responsibility of reviewing and approving, conditionally approving, or denying Conditional Use Permits; and Whereas, on January 16, 2024, 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 considered the project and has found it acceptable. Section 2: That in accordance with the MSHCP, the Commission makes the following findings for MSHCP consistency: PC Reso. No. 2024-____ Page 2 of 4 3 6 9 6 3 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 is developed with existing Commercial uses. The project is proposing to remodel an existing commercial building. 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 is exempt from MSHCP local development mitigation fees pursuant to LEMC Section 16.85.090.B because the project involves remodeling to an existing development project and will not result in additional usable square footage. Section 3: The Commission hereby finds and determines that the project is categorically exempt from California Environmental Quality Act (Cal. Publ. Res. Code §§21000 et seq. “CEQA”) and CEQA Guidelines (14. Cal. Code Regs. §§15000 et seq.), specifically pursuant to Section 15301 (Class 1 – Existing Facilities). Class 1 consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agency’s determination. The project proposes to remodel the 4,400 sq. ft. building by reducing the building foot print to 3,820 sq. ft. and construct a new 497 sq. ft. outdoor seating area. The site is fully developed, and only minor site modifications related to landscaping, drive-through, and parking lot layout are planned in association with the proposed project. Section 4: That in accordance with LEMC Section 17.415.070.C. Findings, the Commission makes the following findings regarding Conditional Use Permit No. 2023-06: 1. That the proposed use, on its own merits and within the context of its setting, is in accord with the objectives of the General Plan and the purpose of the planning district in which the site is located. The project has a General Plan Land Use designation of General Commercial (GC) and is located in the Business District. The GC designation provides for retail, restaurants, professional and administrative offices, hotels and motels, mixed projects, public and quasi-public uses, and similar and compatible uses. The Floor Area Ratio (FAR) shall not exceed 0.40. The proposed project, which includes a coffee shop with a drive-through and outdoor dining area, is consistent and compatible with the other intended uses of the GC Land Use Designation. The proposed project has a 0.09 FAR. Therefore, the project is consistent with the General Plan. The current zoning for the subject property is General Commercial (C-2). According to Section 17.124.020 (Permitted Uses) of the Lake Elsinore Municipal Code (LEMC), all permitted uses of the Commercial Office (C-O) and Neighborhood Commercial (C-1) PC Reso. No. 2024-____ Page 3 of 4 3 6 9 6 3 districts as contained within LEMC Section 17.116.020 and 17.120.020 are also permitted in the C-2 zone. Restaurants and eating places are permitted uses. According to Section 17.124.030 of the LEMC, Uses permitted subject to a use permit in the C-1 district as contained in LEMC 17.120.030 are also permitted in the C-2 zone subject to a Conditional Use Permit. Pursuant to LEMC 17.120.030 drive-through establishments are permitted use subject to a Conditional Use Permit. 2. The proposed use will not be detrimental to the general health, safety, comfort or general welfare of persons residing or working within the neighborhood of the proposed use or the City, or injurious to property or improvements in the neighborhood or the City. The proposed use will be located within an existing building. The proposed use does not propose either directly or indirectly any detrimental effects to the existing surrounding community. The project has been conditioned as such to avoid any possible negative impacts associated with the conversion and operation of the proposed facility. 3. The site for the intended use is adequate in size and shape to accommodate the use, and for all the yards, setbacks, walls or fences, landscaping, buffers and other features required by this title. The proposed use has been reviewed for compliance with applicable sections of the LEMC, and the proposed use will complement the existing uses, based on the submitted plans and attached conditions of approval. 4. The site for the proposed use relates to streets and highways with proper design both as to width and type of pavement to carry the type and quantity of traffic generated by the subject use. The proposed use is located within an existing built environment, inclusive of streets. The existing streets are of adequate size to facilitate safe and convenient transportation to and from the site. 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 Section 17.415.070.B of the LEMC, 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 Commission at a duly noticed Public Hearing on January 16, 2024, appropriate and applicable conditions of approval have been included to protect and promote the public health, safety, and general welfare. PC Reso. No. 2024-____ Page 4 of 4 3 6 9 6 3 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 Planning Application No. 2023-15 (Conditional Use Permit No. 2023-06). Section 7: This Resolution shall take effect immediately upon its adoption. Passed and Adopted on this 16th day of January, 2024. Michael Carroll, Chairman Attest: ___________________________________ Damaris Abraham, Assistant Community Development Director STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Damaris Abraham, Assistant Community Development Director of the City of Lake Elsinore, California, hereby certify that Resolution No. 2024-__ was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held January 16, 2024 and that the same was adopted by the following vote: AYES: NOES: ABSTAIN: ABSENT: Damaris Abraham, Assistant Community Development Director RESOLUTION NO. 2024- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING PLANNING APPLCIATION NO. 2023-15 (COMMERCIAL DESIGN REVIEW NO. 2023-04) FOR MINOR ONSITE MODIFICATIONS RELATED TO EXISTING BUILDING SIZE, ELEVATIONS, PARKING LOT LAYOUT, SITE CIRCULATION, AND LANDSCAPING FOR AN EXISTING 4,400 SQ. FT. BUILDING LOCATED AT 18295 COLLIER AVENUE (APN: 377-120-057) Whereas, Matthew Rochtashel, Urban Dweller Architects, has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2023-15 (Conditional Use Permit No. 2023-06 and Commercial Design Review No. 2023-04) to permit the operation of a drive-through and an outdoor dining area in connection with the establishment of a Starbucks coffee shop. The project also includes minor onsite modifications related to the existing 4,400 square foot building’s size, exterior elevations, parking lot layout, site circulation, and landscaping. The project site is located on an approximately 0.96-acre site at 18295 Collier Avenue. (APN: 377-120-057) Whereas, Section 6.0 of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell undergo the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) process to analyze the scope of the proposed development and establish a building envelope that is consistent with the MSHCP criteria; Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency findings demonstrating that the proposed discretionary entitlement complies with the MSHCP Criteria Cell, and the MSHCP goals and objectives; Whereas, pursuant to Section 17.415.060 (Minor Design Review), Section 17.410.070 (Approving Authority), and Section 17.410.030 (Multiple Applications) of the LEMC, the Planning Commission (Commission) has been delegated with the responsibility of reviewing and approving, conditionally approving, or denying the conditional use permit and the minor design review application; and Whereas, on January 16, 2024, 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 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. 2024-____ Page 2 of 4 3 6 9 6 4 2. The Project is consistent with the Riparian/Riverine Areas, Vernal Pools Guidelines, and the Fuel Management Guidelines as the Project is wholly located within an existing building and does not include any earth disturbing activities therefore Sections 6.1.2 or 6.3.1 of the MSHCP are not applicable. 3. The project is consistent with the Protection of Narrow Endemic Plant Species Guidelines and the Additional Survey Needs and Procedures 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 has reviewed and analyzed the proposed project pursuant to the California Planning and Zoning Laws (Cal. Gov. Code §§ 59000 et seq.), the Lake Elsinore General Plan (GP), and the LEMC and finds and determines that the proposed project is consistent with the requirements of California Planning and Zoning Law and with the goals and policies of the GP and the LEMC. Section 4: The Commission hereby finds and determines that the project is categorically exempt from California Environmental Quality Act (Cal. Publ. Res. Code §§21000 et seq. “CEQA”) and CEQA Guidelines (14. Cal. Code Regs. §§15000 et seq.), specifically pursuant to Section 15301 (Class 1 – Existing Facilities). Class 1 consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agency’s determination. The project proposes to remodel the 4,400 sq. ft. building by reducing the building foot print to 3,820 sq. ft. and construct a new 497 sq. ft. outdoor seating area. The site is fully developed, and only minor site modifications related to landscaping, drive-through, and parking lot layout are planned in association with the proposed project. Section 5: That in accordance with Section 17.415.050.G of the LEMC, the Commission makes the following findings regarding Commercial Design Review No. 2023-04: 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 General Commercial (GC) and is located in the Business District. The GC Land Use designation provides for retail, services, restaurants, professional and administrative offices, hotels, and motels, mixed- use projects, public and quasi-public uses, and similar and compatible uses with a maximum 0.40 floor area ratio (FAR). The project is proposing to renovate an existing commercial building and operate a drive-through restaurant with 0.09 FAR. Therefore, the Project is consistent with the General Plan. The current zoning for the subject property is General Commercial (C-2). According to Section 17.124.020 (Permitted Uses) of the Lake Elsinore Municipal Code (LEMC), all permitted uses of the Commercial Office (C-O) and Neighborhood Commercial (C-1) districts as contained within LEMC Section 17.116.020 and 17.120.020 are also permitted PC Reso. No. 2024-____ Page 3 of 4 3 6 9 6 4 in the C-2 zone. Restaurants and eating places are permitted uses. According to Section 17.124.030 of the LEMC, Uses permitted subject to a use permit in the C-1 district as contained in LEMC 17.120.030 are also permitted in the C-2 zone subject to a Conditional Use Permit. Pursuant to LEMC 17.120.030 drive-through establishments are permitted use subject to a Conditional Use Permit. 2. The Project complies with the design directives contained in the LEMC and all applicable provisions of the LEMC. The project is appropriate to the site and surrounding developments. The architectural design of the proposed buildings conforms to the Nonresidential Development Standards (Chapter 17.112) of the LEMC. Sufficient setbacks and enhanced onsite landscaping have been provided thereby creating interest and varying vistas as a person moves along abutting streets. The architecture has been designed to achieve harmony and compatibility with the surrounding area. The colors and materials proposed will assist in blending the architecture into the existing landscape and are compatible with other colors and materials used on other properties near the project site. In addition, safe and efficient circulation has been achieved onsite. 3. Conditions and safeguards pursuant to Section 17.415.050.G.3 of the LEMC, including guarantees and evidence of compliance with conditions, have been incorporated into the approval of the Project to ensure development of the property in accordance with the objectives of Section 17.415.050. 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 January 16, 2024. The project, as reviewed and conditioned by all applicable City divisions, departments and agencies, will not have a significant effect on the environment. Section 6: 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 7: 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. 2023-04. Section 8: This Resolution shall take effect immediately upon its adoption. Passed and Adopted on this 16th day of January, 2024. Michael Carroll, Chairman PC Reso. No. 2024-____ Page 4 of 4 3 6 9 6 4 Attest: ___________________________________ Damaris Abraham, 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. 2024-__ was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held January 16, 2024 and that the same was adopted by the following vote: AYES: NOES: ABSTAIN: ABSENT: Damaris Abraham, Assistant Community Development Director Applicant’s Initials: _____ Page 1 of 8 CONDITIONS OF APPROVAL PROJECT: PA 2023-15 (CUP 2023-06 & CDR 2023-04) PROJECT NAME:Starbucks – Collier Ave PROJECT LOCATION:APN: 377-120-057 (18295 Collier Ave.) APPROVAL DATE: EFFECTIVE DATE: EXPIRATION DATE: GENERAL 1. Planning Application No. 2023-15 (CUP 2023-06 and CDR 2023-04) proposes to permit the operation of a drive-through and an outdoor dining area in connection with the establishment of a Starbucks coffee shop. The project also includes minor onsite modifications related to the existing 4,400 square foot building’s size, exterior elevations, parking lot layout, site circulation, and landscaping. The project site is located on an approximately 0.96-acre site at 18295 Collier Avenue. (APN: 377-120-057) 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 2023-06 and CDR 2023-04, 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 2023-06 and CDR 2023- 04 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. 2023-06 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 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 PA 2023-15 (CUP 2023-06 & CDR-2023-04) PC: January 16, 2024 Conditions of Approval CC: TBD Applicant’s Initials: _____Page 2 of 8 of the site or structure, which was the subject of the Conditional Use Permit application. 5. Commercial Design Review No. 2023-04 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. An application for modification, expansion or other change in a Conditional Use Permit shall be reviewed according to the provisions of the Section 17.415.070 of the LEMC, in a similar manner as a new application. 7. If operation of this use triggers concerns related to parking, noise, traffic, or other impacts, at the discretion of the Community Development Director, this Conditional Use Permit may be referred back to the Planning Commission for subsequent review at a Public Hearing. If necessary, the Commission may modify or add conditions of approval to mitigate such impacts, or may revoke said Conditional Use Permit. 8. 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. 9. 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. 10. 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. 11. The applicant shall provide all project-related on-site and off-site improvements as required by these Conditions of Approval. 12. The applicant will be required to provide a Queueing Management Plan prior to occupancy of the Starbucks Coffee Shop building. The project shall be required to comply with the queueing management plan at all times to that the operation of the drive-through does not interfere with the free and orderly circulation of the parking lots and to avoid spillover of vehicles in the public right-of-way. 13. 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 PA 2023-15 (CUP 2023-06 & CDR-2023-04) PC: January 16, 2024 Conditions of Approval CC: TBD Applicant’s Initials: _____Page 3 of 8 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. 14. No individual signs are approved as part of this approval. The applicant or designee shall submit an application for a sign permit, pay appropriate fees and receive approval from the Community Development Department for any sign(s) installed at the project site. OR The applicant shall submit a sign program for review and approval of the Planning Commission prior to installation. 15. Graffiti shall be removed within 24 hours. 16. 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 17. All roof mounted equipment shall be fully screened. 18. 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. 19. 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 20. Prior to issuance of a building permit, the applicant shall pay Development Impact Fees (DIF) and MSHCP Fees per LEMC Section 16.85, at the rate in effect at the time of payment. 21. 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. 22. 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. 23. 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. 24. The applicant shall construct trash enclosure(s) with a decorative roof to match the colors, materials and design of the project architecture. PA 2023-15 (CUP 2023-06 & CDR-2023-04) PC: January 16, 2024 Conditions of Approval CC: TBD Applicant’s Initials: _____Page 4 of 8 25. A uniform hardscape and street furniture design including seating benches, trash receptacles, free-standing potted plants, bike racks, light bollards, etc., shall be utilized and be compatible with the architectural style. Detailed designs shall be submitted for Planning Division review and approval prior to the issuance of building permits. 26. Prior to issuance of a building permit, one (1) set of the Final Landscaping / Irrigation Detail Plans along with a digital copy (i.e. PDF format) 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. 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. 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. 27. 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. 28. 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. PA 2023-15 (CUP 2023-06 & CDR-2023-04) PC: January 16, 2024 Conditions of Approval CC: TBD Applicant’s Initials: _____Page 5 of 8 BUILDING DIVISION General Conditions 29. 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. 30. 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 Lake Elsinore Municipal Code. 31. 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. 32. 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 286. 33. 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. 34. Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work. 35. Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards, and any block walls will require separate approvals and permits. 36. 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. 37. 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. PA 2023-15 (CUP 2023-06 & CDR-2023-04) PC: January 16, 2024 Conditions of Approval CC: TBD Applicant’s Initials: _____Page 6 of 8 At Plan Review Submittal 38. 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 2022 edition of the California Building Code. 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) 39. 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. 40. 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) 41. 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 42. Pre-Construction Meeting. A pre-construction meeting is required with the building inspector prior to the start of the building construction. ENGINEERING DIVISION 44. In accordance with the City’s Franchise Agreement for waste disposal and 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. 45. 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. 46. Minimum good housekeeping and erosion and sediment control Best Management Practices (BMPs) shall be implemented. 47. The project is responsible for complying with the Santa Ana Region National Pollutant Discharge Elimination System (NPDES) requirements as warranted based on the nature of development and/or activity. PA 2023-15 (CUP 2023-06 & CDR-2023-04) PC: January 16, 2024 Conditions of Approval CC: TBD Applicant’s Initials: _____Page 7 of 8 48. Parking lot landscaping areas shall be designed to provide for treatment, retention or infiltration of runoff. 49. Project trash enclosure shall be covered, bermed, and designed to divert drainage from adjoining paved areas and regularly maintained. 50. 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 Requirements: The Owner/Applicant shall incorporate these food facility requirements into project design and depict on plans, including detail plans as needed. CITY OF LAKE ELSINORE FIRE MARSHAL 43. 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. 44. Construction Permits Fire Department Review: Submittal of construction plans to the Office of the Fire Marshal for development, construction, installation, and operational use permitting will be required. Final fire and life safety conditions will be addressed when the Office of the Fire Marshal reviews these plans. These conditions will be based on occupancy, use, California Building Code (CBC), California Fire Code, and related codes, which are in effect at the time of building plan submittal. PA 2023-15 (CUP 2023-06 & CDR-2023-04) PC: January 16, 2024 Conditions of Approval CC: TBD Applicant’s Initials: _____Page 8 of 8 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: 0 375187.5 US Feet ± Coordinate System: NAD 1983 StatePlane California VI FIPS 0406 Feet Planning Application No. 2023-15 CUP No. 2023-06, CDR No. 2023-04 Vicinity MapPASADENA STCRANE STDEXTER A V E S H - 7 4 DE X T E R P LCRANESTALLAN STPA S A D E N A S T CENTRAL CTTHIRD STBIRCH STS T R I C K L A N D A V E CO L L I E R A V E CENTRAL STMI N T H O R N S THUNCO WAYI- 1 5 I- 1 5 HIGHWAY 74C O L L I E R A V E10TH STINDUSTRIAL CENTER WAYI- 1 5 N BO F F I- 1 5 S B O N I- 1 5 S B O F F I-1 5 N B O N 0 310155 US Feet ± Coordinate System: NAD 1983 StatePlane California VI FIPS 0406 Feet Planning Application No. 2023-15 CUP No. 2023-06, CDR No. 2023-04 Aerial Map Earthstar Geographics P A S A D E N A S T CRANE STS H - 7 4 BIRCHSTALLAN STI- 1 5 HIGHWAY 74CENTRALCTI- 1 5 C O L L I E R A V E THIRD STP A S A D E N A S T DEXTER AVE CO L L I E R A V E CENTRAL STMI N T H O R N S THUNCO WAYINDUSTRIAL CENTER WAY10TH STI- 1 5 NBOF F I-1 5 S B O N I-1 5 N B O N I- 1 5 S B O F F Maxar 0 310155 US Feet ± Coordinate System: NAD 1983 StatePlane California VI FIPS 0406 Feet Planning Application No. 2023-15 CUP No. 2023-06, CDR No. 2023-04 General Plan Exhibit BP - Business Professional F - Floodway GC - General Commercial GC - General Commercial LI - Limited Industrial P/I - Public/Institutional P/I - Public/Institutional 0 200100 US Feet ± Coordinate System: NAD 1983 StatePlane California VI FIPS 0406 Feet Planning Application No. 2023-15 CUP No. 2023-06, CDR No. 2023-04 Zoning Exhibit C2 - General Commercial CM - Commercial Manufacturing M1 - Limited Manufacturing C2 - General Commercial CM - Commercial Manufacturing S H - 7 4 I- 1 5 THIRDSTCRANE STHUNCO WAYI- 1 510TH STCENTRAL CTI-1 5 S B O N P A S A D E N A S T CO L L I E R A V E CENTRAL STI- 1 5 S BO F F C O L L I E R A V E A. THE DRAWINGS AND PROJECT MANUAL TOGETHER CONSTITUTE THE CONTRACT DOCUMENTS FOR CONSTRUCTION. ALL GENERAL REQUIREMENTS ARE TO BE MET AND ALL MATERIALS, FINISHES AND SYSTEMS ARE TO BE INSTALLED AND PERFORM PER SPECIFICATIONS UNLESS OTHERWISE NOTED.B. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO CONSTRUCTION. C. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO CONSTRUCTION.D. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES.E. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.F. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS.G. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK.H. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS.I. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF PERMIT PLANS ON-SITE TO DOCUMENT ALL CHANGES MADE DURING CONSTRUCTION. THE RECORD DRAWINGS SHALL BE ISSUED TO THE OWNER AT PROJECT CLOSE-OUT AS DESCRIBED IN THE GENERAL REQUIREMENTS OF THE PROJECT MANUAL.J. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. SEE THE PROJECT MANUAL FOR ADDITIONAL INFORMATION.K. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY".L. FOR THE PURPOSE OF THE DOCUMENTS, TO “INSTALL”, SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION, UNLESS OTHERWISE NOTED.M. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS CONSTRUCTION MANAGER.GENERAL NOTESPROJECT CONTACTSMAILING ADDRESS:DESIGN MANAGER:STARBUCKS COFFEE COMPANY2401 UTAH AVENUE SOUTHMS STOP: S-SD10SEATTLE, WASHINGTON 98134(206) 318-1575CONSTRUCTIONMANAGER:ARCHITECT OF RECORD:MEPCONSULTANT OF RECORD:MAIKEL FARAGALLAURBAN DWELL ARCHITECTS43180 BUSINESS PARK DR. SUITE:203 TEMECULA, CA 92590(714) 331-6114MAIKEL FARAGALLAURBAN DWELL ARCHITECTS43180 BUSINESS PARK DR. SUITE:203 TEMECULA, CA 92590(714) 331-6114FIRE PROTECTION CONSULTANT:RIVERSIDE COUNTY FIREDEPARTMENT2300 MARKET ST., SUITE 150RIVERSIDE, CA 92501951-955-4777RRUOFMScheduling@fire.ca.govMAIKEL FARAGALLAURBAN DWELL ARCHITECTS43180 BUSINESS PARK DR. SUITE:203 TEMECULA, CA 92590(714) 331-6114MAIKEL FARAGALLAURBAN DWELL ARCHITECTS43180 BUSINESS PARK DR. SUITE:203 TEMECULA, CA 92590(714) 331-6114INDEX OF SHEETSLEGEND: X - SHEET ISSUEDR - SHEET ISSUED FOR REFERENCE AND COORDINATION ONLYSEE TITLEBLOCK FOR REVISION ISSUE DATE(S) SCOPE OF WORKNEW CONSTRUCTION FOR STARBUCKS COFFEE SHOP WITHIN ANEXISTING SHELL LEASE SPACE. NEW CONSTRUCTION INCLUDES:•SITE :- NEW CUSTOM POLY SIGNAGE- NEW DRIVE THRU EQUIPMENT- LANDSCAPE PATCH AND INFILL (SEE LANDSCAPE PLANS PART OF THISPERMIT)- NEW TRASH ENCLOSURE-•BUILDING : -NEW DT WINDOW- NEW ROOF MEMBRANE AND MECHANICAL EQUIPMENT- ADDITION OF EXTERIOR PATIO FURNITURE•INTERIOR : NEW INTERIOR NON-BEARING PARTITION WALLS• NEW RESTROOM• NEW BEVERAGE PREPARATION EQUIPMENT•NEW CASEWORK• NEW FLOOR FINISHES• NEW WALL FINISHES• NEW CEILING (ACT AND GYP. BD.)•NEW LIGHTING• NEW HVAC DIFFUSERS• NEW TRENCH EXISTING CONCRETE SLAB FOR PLUMBING AND ELECTRICCODE AUTHORITIES: CITY OF LAKE ELSINORE MUNICIPAL CODEBUILDING CODE: 2022 California Building CodePLUMBING CODE: 2022 California Plumbing CodeMECHANICAL CODE: 2022 California Mechanical CodeELECTRICAL CODE: 2022 California Electrical CodeENERGY CODE: 2022 California Energy Code FIRE CODE: 2022 California Fire CodeHEALTH CODE: 2022 California Retail Food CodeACCESSIBILITY CODE: CH 11B OF 2022 CBCZONING:PARCEL NUMBER: 377-120-057LEASABLE AREA: +/- 4,400CONSTRUCTION TYPE: V-BPROPOSED USE: RETAIL SALES AND SERVICES ZONING TYPE: C-2 - GENERAL COMMERCIAL DISTRICT PARKING: REQUIRED PARKING STALLS PER LMEC 17.148.030.E.13: 1 SPACE FOR EACH 45 SQ.FT OF OF CUSTOMER AREA = 1632 / 45 = 36 STALLS 1 SPACE FOR EACH 200 SQ.FT OF NONCUSTOMER AREA=1756 / 200 = 9 STALLS ACCESSEBLE PARKING STALLS = 5% OF TOTAL PARKING STALLS = 2 STALLS-TOTAL REQUIRED PARKING STALLS = 40 STALLS AND 2 ACCEESSIBLE STALLS.-TOTAL PROVIDED PARKING STALLS = 43 STALLS AND 2 ACCESSIBLE STALLS. SITE INFORMATIONVICINITY PLANSITE MAP A/C AIR CONDITIONINGACT ACOUSTICAL CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAMP AMPEREARCH ARCHITECTBOH BACK OF HOUSECAB CABINETCL CENTER LINECLG CEILINGCM STARBUCKS CONSTRUCTION MANAGERCTR CENTERCX COMMISSIONINGCXA COMMISSIONING AGENTDEG DEGREEDET DETAILDIA DIAMETERDIM DIMENSIONDM STARBUCKS DESIGN MANAGERDN DOWNEA EACHEL ELEVATIONEQ EQUALEXIST EXISTINGEXT EXTERIORFF&E FURNITURE, FIXTURE, AND EQUIPMENTFLR FLOORFOH FRONT OF HOUSEFOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTORFOIO FURNISHED BY OWNERINSTALLED BY OWNERFT FOOT/FEETG GROUNDGC GENERAL CONTRACTORGWB GYPSUM WALLBOARDHC HOLLOW COREHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTHVAC HEATING, VENTILATINGAND AIR CONDITIONINGI.D. INSIDE DIAMETERLEED LEADERSHIP IN ENERGYAND ENVIRONMENTAL DESIGNLL LANDLORDLV LOW VOLTAGEMAX MAXIMUMMEP "MECHANICAL, ELECTRICALAND PLUMBING"MFR MANUFACTURERMIN MINIMUMNIC NOT IN CONTRACTNL NIGHT LIGHTNTS NOT TO SCALEOC ON CENTERO.D. OUTSIDE DIAMETERPIR PASSIVE INFRARED SENSORPLC PLACERRADIUSREF REFERENCEREQ‘D REQUIREDREV REVISIONRND ROUNDSB STARBUCKSSC SOLID CORESF SQUARE FEETSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARETEMP TEMPORARYTYP TYPICALUC UNDER COUNTERUNO UNLESS NOTED OTHERWISEVERT VERTICALVIF VERIFY IN FIELDABBREVIATIONSX' XX"XNNORTH ARROWXXXX AFFARCHITECTURAL SYMBOL LEGENDXXXXXWXXScale: X =X024 8GRAPHIC SCALEDATUM POINTEXTERIORELEVATIONCALL-OUTINTERIORELEVATION CALL-OUTSECTION CALL-OUTDETAIL CALL-OUTREVISION TAGPAINTTAGDESIGN IDTAGDOORTAGWINDOWTAGSHEET NOTE CALLOUTABOVE FINISH FLOOR HEIGHT TAGFINISH FACE TO FINISH FACE DIMENSIONREVISION CLOUDX-X-XPTXXXXXXXXXXX XXXXXDXXINTERIOR WALL TAGGCLLSBRESPONSIBILITYLEGENDGENERAL CONTRACTORLANDLORDSTARBUCKSOCCUPANCY TYPE: A2BUILDING AREA: +/- 3,820TENANT AREA: +/- 3,762BUILDING CLASSIFICIATION: CG-1FIRE SPRINKLER: YESBUILDING INFORMATIONC-36004STAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:12/8/2023 3:29:28 PMC:\Users\urban\Urban Dwell Arch Dropbox\UD A\Accounts (1)\SBUX\PROJECTS\FY-24 PROJECTS\New Stores (SCal)\10- Central & Collier\4-Drawings-out\08-22-2023 Latest from Mariam V\Central & Collier - Entitelments - 06-25-2023.rvtG00134376-07212-8-2023CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAGENERAL INFORMATIONSHEET SHEET TITLE BID SET PERMIT SET REVISION 1 REVISION 2 REVISION 3 REVISION 4 GENERALG001 GENERAL INFORMATIONG001.2 GENERAL INFORMATIONG001A EXISTING BUILDING PHOTOSG001B EXTERIOR RENDERED VIEWSG002 LIFE SAFETY AND ACCESSIBILITY PLANG002A LIFE SAFETY AND ACCESSIBILITY PLANG011 SITE ACCESSIBILITYDEMOLITIOND101 DEMOLITION FLOOR PLAND102 DEMOLITION SITE PLAND103 DEMOLITION ROOF PLAND104 DEMOLITION EXTERIOR ELEVATIONSD104A DEMOLITION EXTERIOR ELEVATIONSLANDSCAPINGL001 LANDSCAPE PALLETTEL101 LANDSCAPE PLANARCHITECTURALA001 ARCHITECTURAL OVERALL SITE PLANA001A ARCHITECTURAL SITE PLANA001C FIRE SITE PLANA101 BUILDING FLOOR PLANA201 BUILDING EXTERIOR ELEVATIONSA202 BUILDING EXTERIOR ELEVATIONSA300 TRASH ENCLOSURE PLANA301 TRASH ENCLOSURE ELEVATIONSA302 TRASH ENCLOSURE DETAILSELECTRICALE-0001 ELECTRICAL PHOTOMETRIC PLANGrand total: 241. PLANS FOR FIRE SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS WILL BE SUBMITTED UNDER SEPARATE PERMITS WHEN APPLICABLE.2. CONTRACTOR TO SUBMIT TO THE FIRE DEPARTMENT FIRE SPRINKLER SHOP DRAWINGS FOR REVIEW AND APPROVAL AS REQUIRED.3. ALL BUILDING AND SITE SIGNAGE TO BE UNDER SEPARATE REVIEW AND APPROVAL.4. ALL SITE WORK TO BE UNDER A SEPARATE REVIEW AND APPROVAL.DEFERRED/ SEPARATE SUBMITALSITE SURVEY DISCLAIMERI AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANTIMPROVEMENT PROJECT. I HAVE INSPECTED THE SITE/PREMISES ANDDETERMINED THAT EXISTING CONDITIONS ARE IN FULL COMPLIANCE WITHCURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW.I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANTIMPROVEMENT PROJECT. I HAVE INSPECTED THE TOILET AND BATHINGFACILITIES FOR MEN AND WOMEN, AND DETERMINED THAT THE EXISTINGCONDITIONS ARE IN FULL COMPLIANCE WITH CURRENT ACCESSIBILITYREQUIREMENTS TO THE EXTENT REQUIRED BY LAW.IF THE CITY BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS, A COMPLETE AND DETAILED REVISED PLANS CLEARLY SHOWING ALL EXISTING NON-COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY REQUIREMENTS (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) WILL BE SUBMITTED TO THE DEPARTMENT FOR REVIEW AND APPROVAL.DESIGNER NAME: MAIKEL FARAGALLA_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _SIGNATURE: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _Revision ScheduleRev Date By Description1 05/31/23 MV Planning RevisionEXISTING BUILDING AREAPROPOSED BUILDING AREAGROSS AREA 4,400 SFNET AREA 4320 SFGROSS AREA 3,820 SFNET AREA 3,762 SF C-36004S TAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:24:49 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG001.234376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAGENERAL INFORMATIONENVIRONMENTAL HEALTH NOTESSTORM WATER QUALITY NOTESFIRE NOTESGENERAL REQUIREMENT NOTESMEANS OF EGRESS1.A CONCRETE SLAB IS PROVIDED FOR TRASH, GARBAGE, AND GREASE CONTAINER. IF WALLS ENCLOSE AREA, THE INTERIOR WALL SURFACES WILL BE SMOOTH, SEALED AND WASHABLE (E.G., PLASTERED SMOOTH AND PAINTED, ETC.).2.ALL FOOD-RELATED AND UTENSIL-RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED PROGRAM.3.ALL FLOOR MOUNTED EQUIPMENT WILL BE INSTALLED ON MINIMUM 6" SANITARY LEGS, CASTORS, OR COMPLETELY SEALED IN POSITION ON A 4 " HIGH CURB WITH CONTINUOUSLY COVED BASE. COUNTERTOP EQUIPMENT WILL BE ON 4-INCH SANITARY LEGS OR SEALED TO THE COUNTER UNLESS READILY MOVABLE.4.IF SOFT DRINK, ICE OR OTHER DISPENSERS ARE SELF-SERVICE, OR IF REFILLS ARE PROVIDED THEY MUST BE PUSH BUTTON TYPES, OR LEVER TYPES WHERE THE LEVER CONTACTS THE CONTAINER AT LEAST ONE INCH BELOW THE RIM.5.ANY OPENABLE WINDOWS VENT OPENINGS OR OTHER SIMILAR OPENINGS MUST BE PROVIDED WITH TIGHT FITTING SCREENS OF MINIMUM 16-MESH TO THE INCH. WINDOWS TO BE FIXED AT FOOD PREP, UTENSIL-WASHING, OPEN FOOD AND UTENSIL STORAGE AREAS.6.ALL EXTERIOR DOORS OPEN OUTWARD AND ARE SELF-CLOSING AND TIGHT FITTING.7.BI-FOLD, FRENCH, ACCORDION STYLE AND ROLL-UP DOORS CANNOT OPEN INTO THE FOOD PREP, UTENSIL WASHING OR UNPACKAGED FOOD SERVICE AREAS.8.TOILET ROOM AND DRESSING ROOM DOORS MUST BE SELF-CLOSING, TIGHT FITTING.9.DELIVERY DOORS TO HAVE AIR CURTAIN FANS THAT SPAN THE WIDTH OVER THE DOOR. THE FAN MUST ACTIVATE VIA A MICROSWITCH PROVIDING A MINIMUM VELOCITY OF 1600 FPM MEASURED 3 FEET ABOVE THE GROUND.10.A MINIMUM OF 10 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED IN WALK-IN REFRIGERATED STORAGE AND DRY STORAGE ROOMS AND AT LEAST 20-FOOT CANDLES IS PROVIDED WHERE FOOD IS PROVIDED FOR CONSUMER SELFSERVICE, WHERE FRESH PRODUCE OR PREPACKAGED FOODS ARE SOLD OR OFFERED FOR CONSUMPTION; INSIDE EQUIPMENT SUCH AS REACH-IN AND UNDER-COUNTER REFRIGERATORS; IN AREAS USED FOR HANDWASHING, WAREWASHING, EQUIPMENT AND UTENSIL STORAGE, AND IN TOILET ROOMS.11.A MINIMUM OF 50 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED WHEN WORKING WITH FOOD OR WORKING WITH UTENSILS OR EQUIPMENT SUCH AS KNIVES, SLICERS, GRINDERS, OR SAWS WHERE EMPLOYEE SAFETY IS A FACTOR AND IN ALL AREAS DURING PERIODS OF CLEANING.12.SHATTERSHIELDS FOR ALL LIGHTS ABOVE FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE PROVIDED.13.ALL WAREWASHING SINKS TO HAVE 3 COMPARTMENTS THAT ARE A MINIMUM SIZE OF AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. IF AGAINS14.SINKS TO HAVE SPOUT(S) CAPABLE OF REACHING EACH COMPARTMENT.15.FOOD PREP SINK COMPARTMENT(S) TO BE AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD. SEPARATE FOOD PREP SINKS TO BE PROVIDED FOR MEATS AND PRODUCE.16.THE 3 OR 4 COMPARTMENT BAR SINK TO BE AT LEAST 12"X12"X10" DEEP (OR 10"X14"X10" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END.17.A SEPARATE WET WASTE DUMP FIXTURE SHALL BE PROVIDED FOR DISPOSAL OF DRINK OR WASTE ICE OR COFFEE WASTE.18.EACH HANDWASHING SINK MUST HAVE PERMANENTLY MOUNTED SINGLE-SERVICE SOAP AND PAPER TOWEL DISPENSERS.19.THE HOT WATER HEATER WILL BE A COMMERCIAL TYPE CAPABLE OF CONSTANTLY SUPPLYING HOT WATER AT A TEMPERATURE OF 120ºF TO ALL SINKS. IN SIZING THE WATER HEATER, THE PEAK HOURLY DEMAND FOR ALL SINKS, ETC., ARE ADDED TOGETHER TO DETERMINE THE MINIMUM REQUIRED RECOVERY RATE.20.ALL LAVATORIES OR HAND SINKS WILL HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WATER TEMPERED TO 100ºF. SELF-CLOSING OR METERED FAUCET TO PROVIDE AT LEAST 15 SECONDS OF WATER WITHOUT REACTIVATION.21.ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS, PLUMBING, ETC. SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS.22.CONDUITS, PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING.23.HANDWASH WATER SHALL BE 100-108 DEGREES (F) FOR AT LEAST 15 SECONDS WITHOUT REACTIVATION.24.ALL LIQUID WASTE SHALL BE DRAINED BY MEANS OF INDIRECT WASTE PIPES INTO A FLOOR SINK. FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE SUITABLE EASILY REMOVABLE SAFETY COVER GRATES.25.FLOOR SINK TO BE 50% EXPOSED WHEN NO ACCESS IS PROVIDED FOR CLEANING OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT.26.APPROVED BACKFLOW PREVENTION DEVICES SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. HOSES SHALL NOT BE ATTACHED TO A FAUCET OR HOSE BIBB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED.27.WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP.28.FOR CLEANING FLOOR MATS, THE JANITORIAL SINK TO BE A MINIMUM 24" BY 24" 29.THE JANITORIAL SINK FAUCET WILL HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE. NO CHEMICAL DISPENSING SYSTEMS OR SHUTOFF VALVES TO BE ATTACHED TO MOP SINK FAUCET OUTLET (UNLESS A "SIDEKICK" PLUMBING DEVICE IS INSTALLED).30.NO CONDENSATE OR WASTEWATER INCLUDING HVAC WILL DRAIN INTO THE JANITORIAL SINK.31.GREASE TRAP TO BE LOCATED OUTSIDE THE FOOD SERVICE ACTIVITY AREA, FLUSH WITH THE FINISHED FLOOR WHEN INDOORS. LOCAL WASTEWATER DISTRICT OR BUILDING DEPARTMENT TO BE CONTACTED FOR GREASE REMOVAL REQUIREMENTS.32.FLOOR DRAINS SHALL BE INSTALLED IN FLOORS THAT ARE WATER-FLUSHED FOR CLEANING AND IN AREAS WHERE PRESSURE SPRAY METHODS FOR CLEANING EQUIPMENT ARE USED, IN RESTROOMS, JANITORIAL ROOMS, SCULLERIES, AND AT BARS WITH WAREWASHING. FLOOR SURFACES IN AREAS PURSUANT TO THIS SHALL BE SLOPED 1:50 TO THE FLOOR DRAINS.33.ADEQUATE VENTILATION IS TO BE PROVIDED TO ALL TOILET ROOMS, JANITOR CLOSETS WITH MOP SINKS, AND INDOOR TRASH ROOMS AND IN DRESSING / CHANGE ROOM(S).34. THE FLOOR FINISH WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT AND WALKWAYS WILL HAVE A LIGHT TEXTURE ONLY.35.THE PAINT USED ON WALLS AND CEILINGS OF ALL KITCHEN, FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE A GLOSS OR SEMI-GLOSS ENAMEL. FINISH MATERIAL SHALL BE A LIGHT COLOR IN FOOD PREP AREAS FOR EASY CLEANING.36.PRIOR TO INSTALLATION, SAMPLES OF FINISHES TO BE SUBMITTED TO ENVIRONMENTAL HEALTH FOR APPROVAL AS NEEDED.37.COLD STORAGE ROOMS SHALL BE PROVIDED WITH A SECTION OF SHELVING INSTALLED TO HOLD SHALLOW COOL DOWN PANS -NOT TO EXCEED 4" IN HEIGHT. SPACE BETWEEN SHELVING TO BE AT LEAST 8" HIGH.38.BACKUP DRY STORAGE SHELVING SHALL BE A MINIMUM OF 96 LINEAR FEET (MEASURED WITH TIERS) OR 25% OF KITCHEN, FOOD PREP, AND WORK AREAS, WHICHEVER IS GREATER. SHELVING SHALL BE AT LEAST 18 INCHES DEEP AND START A MINIMUM SIX INCHES OFF THE FLOOR SURFACE.39.SHELVING OVER WET AREAS (SINKS, MOP SINKS ETC.) AND FOOD PREP SURFACES WILL BE METAL.40.ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED.THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT: CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, LOS ANGELOS REGION, AND THE CITY OF LAKE ELSINOREDEVELOPMENT CODE• SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT, MUD, OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMP'S.• ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER.• A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE N THE SITE. • ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. • ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES.• THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. 1. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE INACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR),TITLE 19.2. DURING CONSTRUCTION AT LEAST ONE EXTINGUISHER SHALL BE PROVIDEDON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE ANDCONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLELIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS AREPRESENT PER CFC SECTION 3315.1.3. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALLCONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORKSHALL BE IN CONFORMANCE WITH CFC CHAPTER 35.4. ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL NEW AND EXISTINGBUILDINGS IN A LOCATION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THESTREET OR ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY WAY OF APRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THEPUBLIC WAY, AN APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THESTRUCTURE. PREMISES IDENTIFICATION SHALL CONFORM TO CBC SECTION 501.2.5. WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THEINTERIOR FINISH CLASSIFICATIONS IN CBC TABLE 803.11 AND SHALL MEET THEFLAME PROPAGATION PERFORMANCE CRITERIA OF THE CALIFORNIA CODE OFREGULATIONS, TITLE 19, DIVISION 1. DECORATIVE MATERIALS SHALL BEPROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIREMARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE CITY OF LAKE ELSINORE.6. KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOLENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES,SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/ORANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE ACCESS TOAN AREA IS RESTRICTED.7. DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOTBE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY ANAPPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURESEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN1 CUBIC YARD SHALL BE OF NON-OR LIMITED-COMBUSTIBLE MATERIALS ORSIMILARLY PROTECTED OR SEPARATED. CFC 304.38. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHERLOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BYCURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL.9. OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPTAS SPECIFICALLY PERMITTED BY THE CITY OF LAKE ELSINOREAND CFC 308.10. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS ATALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS.11. FIRE AND/OR SMOKE DAMPERS, ASSEMBLIES, INCLUDING SLEEVES, ANDINSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTORPRIOR TO INSTALLATION.12. ACCESS TO FIRE AND SMOKE DAMPERS, LARGE ENOUGH TO PERMITINSPECTION AND MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS,SHALL BE PROVIDED. THE ACCESS SHALL NOT AFFECT THE INTEGRITY, NORREDUCE THE FIRE-RESISTANCE RATING OF THE FIRE-RESISTANCE-RATEDASSEMBLIES. ACCES POINTS SHALL BE PERMANENTLY IDENTIFIED ON THEEXTERIOR BY A LABEL HAVING LETTERS NOT LESS THAN 0.5" IN HEIGHT READING:FIRE/SMOKE DAMPER, SMOKE DAMPER OR FIRE DAMPER. ACCESS DOORS INDUCTS SHALL BE TIGHT FITTING AND SUITABLE FOR THE REQUIRED DUCTCONSTRUCTION. CBC 717.41. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE ONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLYMAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.@ (PER ORDINANCE 170,158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) SEPARATE PLUMBING PERMIT ISREQUIRED.3. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.4. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 1. SHOW DETAILED SUMMARY OF THE FLOOR AREA AND ALL DEDUCTIONS FOR GROSS AND/OR NET FLOOR AREA. (1004.1)2. USE CORRECT OCCUPANT LOAD FACTOR FOR THE FUNCTION OF SPACE ACCORDING TO TABLE 1004.1.21. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 IUX).3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER=S INSTRUCTIONS ANDSECTION 2702.4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. (1013.3)5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OFPRIMARY POWER LOSS (1013.6.3)6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1010.1.9.3 FOR EXCEPTIONS.7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 44" ABOVE THE FINISHED FLOOR8. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.9. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.1.9 B 1010.1.9.12 PC/STR/CORR.LST.15 (REV. 01/10/2018) WWW.LADBS.ORGPAGE 12 OF 1510. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.11. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE12. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES= ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLYILLUMINATE THE FOLLOWING AREAS:A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESSB. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS; C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702.14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTEDTODECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40TO 1 SHALL NOT BE EXCEEDED. Revision ScheduleRev Date By Description C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:24:52 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG001A34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAEXISTING BUILDINGPHOTOSRevision ScheduleRev Date By Description C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:24:54 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG001B34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAEXTERIOR RENDEREDVIEWSRevision ScheduleRev Date By Description1 05/31/23 MV Planning Revision1 KEYNOTES1THRESHOLDS TO BE BARRIER FREE COMPLIANT PER ALL APPLICABLE CODES.2PROVIDE PANIC AND FIRE EXIT HARDWARE FOR EGRESS DOORS.330" (160 MM) X 48" (1220 MM) CLEAR FOR WHEELCHAIR ACCESS.460" (1525 MM) DIAMETER MINIMUM TURN RADIUS FOR WHEELCHAIR ACCESS.532" (815 MM) MINIMUM CLEAR AT RESTROOM DOOR.6POS TRANSACTION PLANE, CONDIMENT CART TOP AND HAND-OFF PLANE ARE34 INCHES (860 MM) ABOVE THE FINISHED FLOOR FOR WHEELCHAIRACCESSIBILITY.7PROVIDE BARRIER-FREE SIGNAGE AT ACCESSIBLE RESTROOMS PER ALLAPPLICABLE CODES.8PROVIDE TACTILE "EXIT" SIGNAGE.9PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN WHERE REQUIREDBY APPLICABLE LAWS OR CODES.10GC TO POST A SIGN SPECIFYING OCCUPANT LOAD (124 OCC).11BARRIER-FREE PATH OF TRAVEL12SEE ENLARGED RESTROOM PLAN AND ELEVATIONS SHEET(S) FOR ADDITIONALINFORMATION ON ACCESSIBLE RESTROOM CLEARANCES.LEGENDTRAVEL DISTANCEEMERGENCY LIGHTX'-X" (XXMM)BARRIER FREE PATH OF TRAVEL (MIN 3'-0" (915MM) - NO PINCH POINT)EXIT SIGNFIRE EXTINGUISHERADA ACCESSIBLE SEATING36" (915MM) X 48" (1220MM) CLEAR AREAOCCUPANCY LOAD LEGENDRETAIL AREAWORKROOMCAFE SEATINGBACKBAROFFICEOUTDOOR AREABARFLOOR: POLYVINYL FLOORINGWALL: WALL TILE, BACKSPLASH, WITH POLYVINYL BASECEILING: GYPSUM CEILING CAFEFLOOR: XWALL: XCEILING: XWORKROOMFLOOR: POLYVINYL FLOORINGWALL: FRP WITH POLYVINYL BASECEILING: ACOUSTICAL CEILING TILERESTROOMFLOOR: XWALL: XCEILING: XHEALTH DEPT. FINISH SCHEDULE-INTERIOR OC.SEATING AREA: 461/30 + (384/18=22)/2 + 8 = 35 OCCRETAIL AREA: 800/100 = 8 OCCBACKBAR: 538/100 = 6 OCCWORKROOM: 1091/50 = 22 OCC OFFICE: 79/150 = 1 OCC WAITING AREA: 205/15 = 14 OCCTOTAL INTERIOR OCC. = 86 OCC- EXTERIOR OCC.OUTDOOR SEATING AREA: 186/30 = 7 OCC- GRAND TOTAL = 93 OCCPLUMBING FIXTURE OCCUPANT LOAD CALCUALTION (TABLE A - 2022 CPC):OUTDOOR AREA 429 SF37 OCC.80 OCC.12 OCC.13 OCC.9 OCC.1 OCC.2 OCC.3 OCC.3 OCC.3 OCC.37 OCC.30 OCC.13 OCC.43 OCC.1891021891021111111111111111111111111133333666333382575757575573444441212CLEARø 3' - 0"1 OCC.2 OCC.2 OCC.3 OCC.4 OCC.4 OCC.1 OCC.1 OCC.1 OCC.5 OCC.11111111111111111111111111111682 SFCUSTOMERAREA31165 SFWORKROOM. BARAREA1756C-36004STAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:12/8/2023 3:31:48 PMC:\Users\urban\Urban Dwell Arch Dropbox\UD A\Accounts (1)\SBUX\PROJECTS\FY-24 PROJECTS\New Stores (SCal)\10- Central & Collier\4-Drawings-out\08-22-2023 Latest from Mariam V\Central & Collier - Entitelments - 06-25-2023.rvtG00234376-07212-8-2023CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLALIFE SAFETY ANDACCESSIBILITY PLANNTOTAL OCC. LOAD: 124 OCC.WAITING AREA: 205 SQ. FT. / 5 SQ. FT. / OCC. 41 OCC.OFFICE: 75 SQ. FT. / 100 SQ. FT. / OCC. 1 OCC.WORKROOM: 1091 SQ. FT. / 300 SQ. FT. / OCC. 4 OCC.BACKBAR : 538 SQ. FT. / 200 SQ. FT. / 3 OCC.RETAIL : 802 SQ. FT. / 60 SQ. FT. / OCC. 14 OCC.CAFE: 461 SQ. FT. / 15 SQ. FT./ OCC. + 384/18 ... 61 OCC.OCCUPANCY CALCULATIONSScale: 1/4" = 1'-0" 01LIFE SAFETY ACCESSIBILITY PLAN02' 4' 8'Scale: 1/4" = 1'-0"Revision ScheduleRev Date By Description A. EVERY ROOM OR SPACE THAT IS ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT ACCESS DOORWAY. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER AUTHORIZED AGENT. (1004.9)B. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SIMILAR SPACES. (1016.2)C. PANIC AND FIRE EXIT HARDWARE, WHERE INSTALLED ON DOORS IN THIS BUILDING SHALL SATISFY THE FOLLOWING (1010.1.10):1) THE ACTUATION PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH.2) THE MAXIMUM UNLATCHING FORCE DOES NOT EXCEED 15 POUNDS (6.8 KG).3) PIVOTED OR BALANCED DOORS SHALL BE OF THE PUSH-PAD TYPE WHERE PANIC HARDWARE IS REQUIRED AND THE PAD SHALL NOT EXTEND ACROSS MORE THAN ONE-HALF OF THE DOOR WIDTH, MEASURED FROM THE LATCH SIDE.4) PANIC HARDWARE LISTED IN ACCORDANCE WITH UL 305.5) FIRE EXIT HARDWARE LISTED IN ACCORDANCE WITH UL 10C AND UL 305.D. STRUCTURAL ELEMENTS, FIXTURES OR FURNISHINGS SHALL NOT PROJECT HORIZONTALLY FROM EITHER SIDE MORE THAN 4 INCHES (100 MM) OVER ANY WALKING SURFACE BETWEEN 27 INCHES (685 MM) AND 80 INCHES (2030 MM) ABOVE THE WALKING SURFACE.EXCEPTION: HANDRAILS SERVING STAIRS AND RAMPS ARE PERMITTED TO PROTRUDE 4 1/2 INCHES (115 MM) FROM THE WALL. (1003.3.3)E. THE PATH OF EGRESS TRAVEL EXITS AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF SECTION 1013 AND AS NOTED BELOW:1) EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL.MEANS OF EGRESS NOTES2) EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL.3) NO POINT IN A CORRIDOR SHALL BE MORE THAN 100 FT (30.5 M) OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN.F. WHERE KEY OPERATED LOCKING DEVICES ARE USED, POST A SIGN ON OR ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1 INCH (25 MM) LETTERING STATING THAT "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". (1010.1.9.4)G. EGRESS DOORS OR GATES SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES (860 MM) TO 48 INCHES (1220 MM) ABOVE FINISHED FLOOR. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (1010.1.9)H. LANDINGS SHALL BE PROVIDED ON EACH SIDE OF DOORS AND SUCH LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE DOOR AND LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 INCHES (11120 MM). (1010.1.5, 1010.1.6)A. GENERAL CONTRACTOR TO SCHEDULE WITH REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT THE VENDOR.B. THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED.C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT.D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRISE. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE.F. EACH HAND WASHING WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET.G. REFERENCE INTERIOR SCHEDULE SHEETS (I600 SERIES) FOR ADDITIONAL INFORMATION.H. PROVIDE SNEEZE GUARDS WHERE REQUIRED BY JURISDICTION.I. ALL FOOD STORAGE AND DISPLAY SHELVING SHALL BE A MINIMUM 6" (150MM) ABOVE FINISH FLOOR.HEALTH DEPT. PLAN NOTES14' - 10"31' - 3"14' - 8"36' - 8"92' - 0"3' - 0"4 4 ' - 9 "C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:12 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG002A34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLALIFE SAFETY ANDACCESSIBILITY PLANTOTAL 16TOTAL ACCESSIBLE SEATS ( ≥ 5% ) 3LOUNGE SEATING 2 6 SEATS 3ADA TABLE TOPS AT BANQUETTE 1 1 SEAT 1TABLE TOPS AT BANQUETTE 7 14 SEATS 2TABLE TOP, ROUND 7 14 SEATS 2COMMUNITY TABLE 2 16 SEATS 8DESCRIPTION NUMBER OF ITEMS SEATS PER ITEMINDOOR SEATING CALCULATIONSTOTAL 22TOTAL ACCESSIBLE SEATS ( ≥ 5% ) 4ADA TABLE TOP 4 8 SEATS 2TABLE TOP, SQUARE 7 14 SEATS 2DESCRIPTION NUMBER OF ITEMS SEATS PER ITEMOUTDOOR SEATING CALCULATIONS**RETAIL ESTABLISHMENT SERVES WATER UPON REQUEST.*IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF THE REQUIREDWATER CLOSETS IN ASSEMBLY OCCUPANCIES.PROVIDED 1 M 2 F 1 M 1 M 1 FREQUIRED 1 M 2 F 1 M 1 M 1 F(MALE) 1:1-50 / (FEMALE) 2:26-50 1:1-200 (MALE) 1:1-75 / (FEMALE) 1:1-50FIXTURESWATER CLOSETS URINALS* LAVATORY46 OCC. 47 OCC. 93 OCC.OCCUPANCYMALE FEMALE TOTALCALCULATION PER CPC TABLE 422.1 & TABLE A (OLF) (OUTDOOR SEATING IS INCLUDED IN THE OVERALL OCCUPANT LOADFOR THIS TABLE) / BOTH RESTROOMS ARE UNISEXPLUMBING FIXTURE CALCULATIONSROOM SCHEDULENAME AREAELECTRICAL ROOM 94 SFWORKROOM 1090 SFMANAGER'S DESK 74 SFPARTNER RR 61 SFFEMALE RR 143 SFMALE RR 94 SFBACKBAR 538 SFWAITING AREA 205 SFBANQUETTE SEATINGAREA215 SFCAFE SEATING AREA(2)180 SFCAFE SEATING AREA(1)165 SFCAFE SEATING AREA(3)116 SFRETAIL 800 SFVESTIBULE 37 SFGRAND TOTAL 3811 SFEXIT SEPARATION PROVIDED = 44' - 9"MINIMUM. EXIT SEPARATION = 92' - 0" (MAXIMUM DIAGONAL) / 3 = 30' - 8"MAXIMUM. TRAVEL DISTANCE PROVIDED = 97' - 5"MAXIMUM. ALLOWABLE TRAVEL DISTANCE = 250' - 0"NUMBER OF EXITS PROVIDED = 3NUMBER OF EXITS REQUIRED = 2EXITS = 78 IN. PRIMARY ENTRY, 36 IN. SECONDARY ENTRY, 36 IN WORKROOMEXIT WIDTH PROVIDED = 150 IN.EXIT WIDTH REQUIRED - 124 OCC. x 0.2 = 25 IN.EGRESS CALCULATIONS02' 4' 8'Scale: 1/4" = 1'-0"Scale: 3/16" = 1'-0" 3MAXIMUM TRAVEL DISTANCE PLANNRevision ScheduleRev Date By Description NOTE:SLOPE IN STALL & LOADING ZONE NOT TO EXCEED 2% IN ANY DIRECTIONNO PARKINGINTERNATIONAL SYMBOL OF ACCESSIBILITY REFER TO DETAIL 6/G011ACCESSIBLE PARKING SIGNAGE PER DETAIL 5/G011SLOPE1/4" PER FT. MAX.SLOPE1/4" PER FT. MAX.SLOPE1/4" PER FT. MAX.SLOPE1/4" PER FT. MAX.9' - 0" MIN.ACCESSIBLE5'-0" MIN.8' - 0" AT VAN 9' - 0" MIN.G01133' - 0"BLUE PAINTED WHEEL STOP PER DETAIL 17/G0114" WIDE BLUE PAINTED SMOOTH BAND 3' - 0"MIN.5' - 0"ACCESSIBLE ROUTE CROSSWALK STRIPING. 4" WIDE PAINTED BLUE STRIPES, OVER YELLOW HIGHWAY PAINT (2 COATS) WITH DIAGONAL STRIPING AT 3'-0" O.C.NO PARKIN4 5 °4"4"4" WIDE STRIPED LOADING ZONE - 12" HIGH LETTERS READING "NO-PARKING" SHALL BE PAINTED WITHIN THE LOADING ZONE AREA. PAINT COLOR: WHITEADDITIONAL SIGN REQUIRED AT VAN ACCESSIBLE SPACESWHITE TEXT ON BLUEREFLECTIVE BACKGROUND1/4" WIDE BORDER LINE AT ALL SIDESWHITE OCCUPANT ON DARKBLUE BACKGROUNDMETAL SIGN WITH ROUNDEDCORNERS3" HIGH TEXT - 1/2" WIDE STROKE2" HIGH TEXT - 3/8" WIDE STROKE1.ALL PARKING SPACE SIGNS SHALL INCLUDE THE VERBAGE "$250 MINIMUM FINE". CALIFORNIA VEHICLE CODE SECTION 22511.8 (AB1511), CBC 11B-502.6.22.70 SQ. INCH MINIMUM ACCESSIBLE SIGN PER CBC 11B-502.6MATCH CENTER SPECIFICATIONFOR SIGNAGE CONSTRUCTION AND MATERIALS1' - 0"3'-0" WALL MOUNTED6'-8" MIN. POLE MOUNTED2' - 0"3'-0" WALL MOUNTED6'-8" MIN.WHERE OCCURS3' - 0"3' - 0"INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND COMPLYING WITH COLOR No 15090 IN FEDERAL STANDARD 595B(2) COATS WHITE REFLECTIVE STRIPING6" RADIUSFINISH SURFACE OR GRADEREFLECTIONIZED PORCELIAN ENAMELED STEEL SIGN WITH BEADED LETTERS OR EQUAL BOLTED TO 2" SQ. BRONZE POWDER COATED POST WITH (2) 3/8" DIA. BOLTS - SIGN TO DISPLAY INTERNATIONAL SYMBOL OF ACCESIBILITY AND HAVE A DIRECTIONAL ARROW INDICATING THE ACCESSIBLE PATH-OF-TRAVEL10"1' - 0"5'-0" N.T.S.NOTE:1.CONTRACTOR SHALL VERIFY THE ADDRESS AND PHONE NUMBER INDICATED ON SIGN PRIOR TO THE PRINTING OF SIGNS.2.THE ADDRESS AND PHONE NUMBER SHALL BE IMPRINTED ON THE SIGN BY THE SIGN COMPANY.3.THIS SIGN SHALL BE PLACED AT THE ENTRANCE TO OFF-STREET PARKING FACILITIES.4.ON POLE / WALL SIGN ADD A SIGN STATING "$250 MINIMUM FINE" SECTION 11B-502.6 CBC.THE ADDRESS AND PHONE NUMBER SHALL BE IMPRINTED ON THE SIGN BY THE SIGN COMPANY"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE _____ POLICE DEPT. (___) ___-____"17" MIN. 22" MIN.TEXT ON SITE ENTRANCE ACCESSIBILITY SIGN SHALL NOT BE LESS THAN 1 INCH IN HEIGHT AND READ: UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE XXX POLICE DEPT.(XXX) XXX-XXXX STEEL TUBE WITH CAP)7' - 0" (2" x 3/16" THICK GALV.2' - 0"10" DIA. FOOTING 0F 520-C-2500 CONCRETEPAVEMENT FINISH OR GRADESLOPE TO 6MM ABOVE GRADEHATCH AREA INDICATESTRUNCATED DOMES PERDETAILSEE NOTE BELOWGROOVINGCONCRETE CURB8.33% MAX SLOPENOTE:RAMPS WITHOUT A 3'-0" WIDE LEVEL LANDING - PROVIDE TRUNCATED DOMES ALONG ENTIRE RAMP SLOPE5' - 0"/12G0110"C.F.6"C.F.0"C.F.6"C.F.2%2%2%8.3%8.3%CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2% IN ANY DIRECTIONNOTE: SURFACE WILL REQUIRE 36" SECTION OF TRUNCATED DOMES IF FLAT TRAVEL SURFACE ADJOINS VEHICULAR TRAFFIC WAYGROOVED BORDERS MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMPS0"C.F.6"C.F.6"C.F.2%8.3%CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2% IN ANY DIRECTIONNOTE: SURFACE WILL REQUIRE36" SECTION OF TRUNCATEDDOMES IF FLAT TRAVELSURFACE ADJOINS VEHICULARTRAFFIC WAYGROOVED BORDERS MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMPSAREA OF TRUNCATED DOMES SEE /12G011INCH2.3 - 2.4INCH2.3 - 2.4INCH0.45 - 0.47INCH0.9 - 0.92NOTE:1. PRE-CAST PAVE COLOR SHALL CONTRAST ADJACENT PAVING 70% MIN - SUBMIT SAMPLE FOR FINAL APPROVAL PRIOR TO INSTALLATION2. DETECTABLE TRUNCATED DOMES SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMPINCH0.18 - 0.224" MIN.18' - 0"9' - 0"9' - 0"4" WIDE PAINTED WHITE SMOOTH BANDCONCRETE CURB4" WIDE PAINTED WHITE SMOOTH BANDCONCRETE CURB8' - 0"8' - 0"12" HIGH LETTERING PAINTED WHITE3/4"3/4"TOOLED GROOVES, TYP.1/4"MIN.4' - 0"5' - 6"1' - 0"5' MIN12"CONCRETE CURB CUT, NEW POURFACE OF CURB5"1/2"7 1/2"EQEQPOLYURETHANE SEALANT TO MATCH ADJACENT SURFACE4'-0" LONG PRECAST CONCRETE WJEEL STOP(2) #3 BARS (STOP BARS 3" FROM EACH END)TOP OF FINISH PARKING SURFACE(2) #4 x 24" LONG BARS AT 12" FROM EACH ENDNOTE: PAINT WHEELSTOP(S) BLUE AT ACCESSIBLE STALLSScale: 3/16" = 1'-0" 1ACCESSIBLE PARKINGScale: 1/2" = 1'-0" 3ACCESSIBLE ACCESS AISLEScale: 3/4" = 1'-0" 5ACCESSIBLE PARKING SIGNScale: 1" = 1'-0" 6INTERNATIONAL SYMBOL OF ACCESIBILITYScale: 1" = 1'-0" 10ACCESSIBLE PATH SIGNScale: 3/4" = 1'-0" 7SITE ACCESSIBILITY SIGNAGEScale: 1/4" = 1'-0" 8CURB RAMPScale: 1/8" = 1'-0" 9CURB RAMP DETAILScale: 1/8" = 1'-0" 13CURB RAMP DETAILScale: 3" = 1'-0" 12DETECTABLE WARNING SURFACESIGNAGE & SITE WORK TO BE COMPLETED UNDER SEPARATE PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.Scale: 1/8" = 1'-0" 19STANDARD SIZE PARKING STALL DETAILScale: 1/8" = 1'-0" 18COMPACT SIZE PARKING STALLScale: 3/8" = 1'-0" 11CURB RAMP DETAILScale: 3" = 1'-0" 17CONCRETE WHEELSTOP DETAILC-36004S TAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:17 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG01134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLASITE ACCESSIBILITYRevision ScheduleRev Date By Description 111111111133333333333344444444444444444444444444444444444THOUGH-OUT568977DEMO STOREFRONT44444DEMO WALL11' - 8"EXISTING WALL TO REMAIN16' - 9 1/2"EXISTING WALL TO REMAIN45' - 1 1/4"11' - 0 1/2"6' - 0"DEMO WINDOWS/DOOR7' - 6"13' - 4"6' - 0"1' - 3"DEMO EXISTING EXTERIOR WALL34' - 5"423' - 10 1/2"5' - 0"5' - 2 3/4"5' - 1 1/4"DEMO WALL16' - 5"DEMO STOREFRONT14' - 4 1/4"DEMO STOREFRONTA. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY.B. GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. NOTIFY STARBUCKS CONSTRUCTION MANAGER IF EXISTING CONDITIONS DEVIATE FROM CONSTRUCTION DOCUMENTS.C. REMOVE EXISTING INTERIOR WALL FINISH AS SHOWN.PATCH, REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW FINISH. REMOVE WALL COVERINGS ON EXISTING WALLS TO REMAIN THAT FACE AREAS OF DEMOLITION. REMOVAL SHALL INCLUDE ANY RESIDUAL MATERIAL AFTER DEMOLITION, (I.E. PIECES OF WALL COVERING OR BACKING). REMOVAL OF ALL COVERINGS IS TO BE DONE W/O DAMAGING THE EXISTING WALL SURFACE TO REMAIN. ALSO REMOVE WALL DEVICES AND ITEMS MOUNTED TO WALLS.D. REMOVE EXISTING FLOORING AS SHOWN. PATCH, REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW FINISH. REMOVAL OF EXISTING FLOORING INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF EXISTING CERAMIC TILE, CARPET OR VINYL TILE FLOORING AND ASSOCIATED WALL BASE. SUBFLOOR TO BE STRIPPED OF ALL COVERING/FINISH AND CLEANED TO REMOVE EXISTING ADHESIVE, GROUT, MORTAR, DIRT AND COATINGS. FINAL SURFACE TO BE STREAK-FREE WITH NO MACHINE MARKS AND/OR SMOOTH, STABLE AND LEVEL. PROVIDE LEVELING WHERE NECESSARY TO ACCOMMODATE NEW FINISHES.E. DEMOLITION PLANS REPRESENT APPROXIMATE LOCATION OF EXISTING WALLS TO BE DEMOLISHED. FIELD VERIFY TYPE OF CONSTRUCTION AND HEIGHT OF WALLS. PLANS DO NOT NECESSARILY INDICATE ALL DEMO WALLS, COUNTERS, HANDRAILS, WALL PROTECTION, CLOSETS, SINKS ETC. PRIOR TO DEMOLITION, FIELD VERIFY THAT WALLS TO BE REMOVED DO NOT PROVIDE SUPPORT FOR EXISTING BUILDING ELEMENTS AND EXISTING CONSTRUCTION TO REMAIN. NOTIFY STARBUCKS CONSTRUCTIONMANAGER IF DEMOLITION WALLS SUPPORT EXISTING BUILDING ELEMENTS.F. DEMOLISH AND REMOVE DOORS, VINYL BASE, CONDUIT, WIRING, DUPLEXES, DATA OUTLETS, CABLES, SHELVING, METAL STUD AND GYPSUM BOARD WALLS, CLOSETS, CABINETS, FILES, COUNTERS, WOOD MOLDING, SHELVES AND ENCLOSURES WHERE APPLICABLE.G. VERIFY WITH STARBUCKS CONSTRUCTION MANAGER ACCESS TO THE DEMOLITION AREA, INGRESS AND EGRESS ROUTES FOR MATERIAL AND EQUIPMENT.H. PROTECT EXISTING FLOORS, WALLS AND CORNERS TO REMAIN ALONG WORK ACCES ROUTES.I. CONTAIN DUST AND DEBRIS WITHIN THE DEMOLITION AREA.J. THE GENERAL CONTRACTOR SHALL PERFORM WORK IN A MANNER THAT DOES NOT DAMAGE THE EXISTING STRUCTURE. DEMOLITION SHALL NOT COMPROMISE THE STRUCTURAL INTEGRITY OF ANY WALLS, FLOORS, CEILINGS, SUPPORTS, STRUCTURE, ETC. TO REMAIN.K. ALL DEMOLITION MATERIALS AND DEBRIS SHALL BE DISPOSED OF ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS.L. AT LOCATIONS WHERE EXISTING WALLS ARE TO BE REMOVED NEAR EXISTING WALLS TO REMAIN, PERFORM DEMOLITION WITHOUT DISTURBING EXISTING ELEMENTS TO REMAIN. WALLS TO REMAIN SHALL BE INTACT AND HAVE A NEAT SURFACE.M. REFER TO "ITEMS TO BE PRESERVED" LIST FOR ITEMS THAT SHALL BE SALVAGED FOR RELOCATION. VERIFY WITH OWNER FOR ON SITE STORAGE LOCATION OF SALVAGED ITEMS.N. DAMAGED FIREPROOFING SHALL BE REPAIRED/ REPLACED TO MATCH EXISTING.O. THE GENERAL CONTRACTOR SHALL DEMOLISH ANY EXISTING ABANDONED VOICE/DATA CABLING AND DEAD OR NON-USE ELECTRICAL BACK TO PANEL. ALL RECEPTACLES NOT REUSED ARE TO BE REMOVED, PATCHED AND PAINTED.P. REMOVAL OF LOW VOLTAGE EQUIPMENT, PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED BY THE STARBUCKS CONSTRUCTION MANAGER PRIOR TO REMOVAL. SALVAGED EQUIPMENT SHALL BE STORED IN A CLIMATE CONTROLLED ENVIRONMENT FOR FUTURE INSTALLATION.Q. LABEL ALL ITEMS AND PROPERLY STORE FOR RE-INSTALL.R. REMOVE EXISTING PLUMBING FIXTURES AND HVAC EQUIPMENT AS NECESSARY. CAP LINES AND TERMINATE DUCTS AS NECESSARY FOR THOSE NOT BEING RE-USED.KEYNOTESGENERAL NOTES1EXISTING WALL AND COLUMNS TO REMAIN2EXISITNG EXTERIOR STOREFRONT, DOOR AND WINDOWS TO REMAIN4REMOVE INTERIOR/EXTERIOR WALLS AS SHOWN.7REMOVE EXISTING DOORS.5REMOVE EXISTING RESTROOMS FIXTURES AND CAP PLUMBING.8EXISTING FLOOR TO REMAIN3REMOVE EXISTING STOREFRONT AND ASSOCIATED FASTENERS.6REMOVE EXISTING FIXTURES, FLOOR AND WALL FINISHES9REMOVE EXISTING FLOORING AS INDICATED. PATCH, REPAIR AND PREP.SUBSTRATE TO RECEIVE NEW FINISH.C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:20 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD10134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION FLOORPLANScale: 3/16" = 1'-0" 1DEMOLITION PLANN08' 16' 32'Scale: 1/16" = 1'-0"Revision ScheduleRev Date By Description EXISTING BUILDING 4,400 SF4777894411111161314151517101010102221314115884443313131313456666777111212131316161616161616161111810A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS.B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITY REQUIREMENTS.C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICALDRAWINGS FOR ADDITIONAL REQUIREMENTS.D. PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW STANDING PAD.E. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES.F. GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION.G. PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT TRANSITION FROM SIDEWALK TO DRIVE AISLE.H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS.I. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK.J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES.K. SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS.GENERAL NOTESKEYNOTES3(E) ACCESSIBLE PARKING STALL TO REMAIN4(E) PARKING STALL, TYP. TO REMAIN5(E) ACCESSIBLE STRIPING TO REMAIN6(E) 6”CONCRETE CURB, TYPICAL TO REMAIN2PRESERVE (E) LANDSCAPE PORTION, VERIFY DIMENSIONS IN FIELD.9DEMO (E) TRASH ENCLOSURE IN ITS ENTIRETY. PATCH AND REPAIRASPHALT AS NEEDED PER NEW WORK.7DEMO (E) LANDSCAPE AREA, INFILL AND PREPARE SURFACE TO MATCHEXISTING SLOPE AND MATCH ADJACNET FINISH PER NEW WORK.10DEMO (E) CANOPY.11PREPARE SURFACE TO RECEIVE NEW DT LANE CONCRETE PER NEW WORK.1(E) PUBLIC RIGHT OF WAY .8DEMO (E) PARKING STALL, AND RESTRIP PER NEW WORK, SEE SHEET A001 FORNEW CALCULATIONS.12(E) WHEEL STOPS TO REMAIN.13DEMO (E) CURB14(E) DETECTABLE WARNING16(E) ACCESSIBLE PATH OF TRAVEL FOR PUBLIC RIGHT WAY.17DEMO (E) SIDEWALK15DEMO (E) LIGHT POLE.18PROPERTY LINELEGENDDEMO NON-PERMEABLE AREADEMO PERMEABLE AREAC-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:25 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD10234376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION SITE PLANScale: 1/16" = 1'-0" 1DEMO SITE PLANN08' 16' 32'Scale: 1/16" = 1'-0"Revision ScheduleRev Date By Description1 05/31/23 MV Planning Revision11 112224455663377THOUGH-OUTTHOUGH-OUT89999A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT.B. IN FREEZE THAW CLIMATES ONLY: INSTALL SELF-REGULATING HEAT TAPE IN ALL DOWNSPOUTS. SEE ELECTRICAL FOR FURTHER INFORMATION.C. ROOF TOP PLUMBING VENTS ARE NOT SHOWN FOR CLARITY. REFER TO PLUMBING DRAWINGS FOR VTR LOCATIONS AND FURTHER INFORMATION.D. ALL OF ROOF PENETRATIONS, STRUCTURE AND FIXTURES ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.GENERAL NOTESKEYNOTES7DEMO (E) RESTROOM EXHAUST FAN . PATCH AND REPAIR AS NEEDED.1KEEP (E) MEMBRANE AND SLOPES. PATCH AND REPAIR IF NEEDED.EXISTING ITEM TO REMAINLEGENDEXISTING ITEM TO BE DEMOLISHED5DEMO (E) TOP CAP AND FLASHING (TYP.). PREPARE SUBSTRATE TO RECEIVENEW CAP PER NEW WORK.6(E) ROOF SLOPE DIRECTION TO REMAIN.4REMOVE ALL (E) ABANDONED ROOF TOP EQUIPMENT.PARAPETS TO BE DEMOLISHED - REFER TO KEYNOTES2DEMO (E) PARAPET WALL IN ITS ENITIRETY.3DEMO (E) ROOF CRICKETS. SEE SHEET A104 FOR MORE INFO.8DEMO (E) RTU.9DEMO (E) CANOPY.C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:28 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD10334376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION ROOFPLANScale: 3/16" = 1'-0" 1BUILDING ROOF PLAN DEMON08' 16' 32'Scale: 1/16" = 1'-0"Revision ScheduleRev Date By Description 613337752561254666463351. THE INTENT OF THE DEMO. DRAWINGS SHOWN WITH DASHED LINES INDICATEDIS TO REMOVE THE PORTIONS OF EXISTING BLDG. WALLS, SLABS, AND RELATED ITEMS IN THE WAY OF NEW WORK. SEE STRUCT., PLUMB., MECH., AND ELECT. FOR FURTHER INFO., AND COORD. EXTENT OF DEMO WORK WITH THOSE DWG'S.2. THE SURROUNDING TENANT SPACES OUTSIDE THE WORK AREA WILL REMAINOCCUPIED DURING DEMOLITION AND CONSTRUCTION. THE G.C. WILL PHASETHE WORK AS REQ'D TO MINIMIZE DISRUPTION TO TENANTS AND CUSTOMERS,INCLUDING MAINTAINING TEMP. UTILITY SEVICES, AS NEEDED. PREPARE APHASING PLAN FOR APPROVAL BY THE OWNER.3. ANY STRUCTURAL REMOVAL AND CONDITIONS NOT NOTED AND DISCOVEREDDURING DEMOLITION SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION.4. PROTECT IN PLACE ALL NON-DEMO SITE RELATED CONDITIONS AND ITEMS TOREMAIN OR RELOCATE. G.C. TO COORDINATE AND VERIFY IN FIELD.GENERAL NOTESSIGNAGE NOT A PART OF THIS PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.2(E) EXTERIOR STOREFRONT TO REMAIN.1DEMO (E) EXTERIOR STOREFRONT AND/OR EXIT DOOR.6DEMO (E) CANOPY.ITEM TO BE DEMOLISHEDLEGENDEXISTING WALL TO BE DEMOLISHEDEXISTING WALL TO REMAINKEYNOTES7PARTIALLY DEMO EXTERIOR WALLS AND/OR PARAPETS ABOVE AS INDICATED.PREPARE SURFACE OF PRESERVED PORTION TO RECEIVE NEW FINISH.3DEMO (E) WINDOW.4(E) EXTERIOR WALL AND/OR PARAPET ABOVE TO REMAIN AS INDICATED,PREPARE SURFACE TO RECEIVE NEW FINISH.5DEMO (E) WALL AND/OR PARAPET ABOVE IN ITS ENTIRETY AS INDICATED.C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:44 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD10434376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION EXTERIORELEVATIONSScale: 3/16" = 1'-0" 1DEMO ELEV 1Scale: 3/16" = 1'-0" 2DEMO ELEV 2Revision ScheduleRev Date By Description 123456666312456661. THE INTENT OF THE DEMO. DRAWINGS SHOWN WITH DASHED LINES INDICATEDIS TO REMOVE THE PORTIONS OF EXISTING BLDG. WALLS, SLABS, AND RELATED ITEMS IN THE WAY OF NEW WORK. SEE STRUCT., PLUMB., MECH., AND ELECT. FOR FURTHER INFO., AND COORD. EXTENT OF DEMO WORK WITH THOSE DWG'S.2. THE SURROUNDING TENANT SPACES OUTSIDE THE WORK AREA WILL REMAINOCCUPIED DURING DEMOLITION AND CONSTRUCTION. THE G.C. WILL PHASETHE WORK AS REQ'D TO MINIMIZE DISRUPTION TO TENANTS AND CUSTOMERS,INCLUDING MAINTAINING TEMP. UTILITY SEVICES, AS NEEDED. PREPARE APHASING PLAN FOR APPROVAL BY THE OWNER.3. ANY STRUCTURAL REMOVAL AND CONDITIONS NOT NOTED AND DISCOVEREDDURING DEMOLITION SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION.4. PROTECT IN PLACE ALL NON-DEMO SITE RELATED CONDITIONS AND ITEMS TOREMAIN OR RELOCATE. G.C. TO COORDINATE AND VERIFY IN FIELD.GENERAL NOTESSIGNAGE NOT A PART OF THIS PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.2(E) EXTERIOR STOREFRONT TO REMAIN.1DEMO (E) EXTERIOR STOREFRONT AND/OR EXIT DOOR.6DEMO (E) CANOPY.ITEM TO BE DEMOLISHEDLEGENDEXISTING WALL TO BE DEMOLISHEDEXISTING WALL TO REMAINKEYNOTES3DEMO (E) WINDOW.4(E) EXTERIOR WALL AND/OR PARAPET ABOVE TO REMAIN AS INDICATED,PREPARE SURFACE TO RECEIVE NEW FINISH.5DEMO (E) WALL AND/OR PARAPET ABOVE IN ITS ENTIRETY AS INDICATED.C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:26:05 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD104A34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION EXTERIORELEVATIONSScale: 3/16" = 1'-0" 1DEMO ELEV 3Scale: 3/16" = 1'-0" 2DEMO ELEV 4Revision ScheduleRev Date By Description C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:26:08 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtL00134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLALANDSCAPE PALLETTEPINUS CANARIENSISSIZE RANGE: 50'-80' HT X 20'-35' SPR PLANTING PALLETTE:DECIDIOUS TREES :EVERGREEN TREES :CALLERY PEAR (PYRUS CALLERYANA)SIZE RANGE: 25'-35' HT X 8'-12' SPR NOT USEDRevision ScheduleRev Date By Description 7' - 6 1/2"LANDSCAPE PLAN NOTES1. SHRUB LAYOUT AS SHOWN ON PLANS INDICATES "SHRUB MASSES" ANDINDIVIDUAL LOCATIONS. QUANTITIES ARE AS SHOWN ON PLAN ,ON-CENTER,SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ONSPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THEOWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITECONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BETRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECTTO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONSWHICH PREVENT INSTALLATION PER PLANS ANDSPECIFICATIONS.3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATIONEQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN ANDSPECIFICATIONS.4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATIONSCHEDULE.5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TOINSTALLATION OF PLANT MATERIAL.6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUTNOT BEFORE IRRIGATION COVERAGE TEST NO.1 HAS BEEN APPROVED. (SEESPECIFICATIONS).7. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERCEDE THE SOILPREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THECONTRACTOR SHALL SUBMIT A COPT OF ALL SOILS REPORTS TO THE LANDSCAPEARCHITECT PRIOR TO THE MODIFICATION OF THESE SPECIFICATIONS.8. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OFANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDINGREPAIRING ANY IRRIGATION LINES/ SPRINKLER HEADS, THAT IS A DIRECT RESULTOF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR.REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK ORPLANTS, UNLESS THERWISE APPROVED BY THE LANDSCAPE ARCHITECT.9. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF, INSTALLCONCRETE MOWSTRIP OR HEADBOARD AS INDICATED ON DRAWINGS.10. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISEAPPROVED BY THE OWNER'S REPRESENTATIVE.11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES ANDFLOW LINES AS SHOWN ON THE GRADING PLAN.12. ALL TREES LOCATED WITHIN 6' FROM ANY HARDSCAPE TO RECEIVE DEEPROOTBARRIERS. EXTEND BARRIERS 5' EACH DIRECTION FROM CENTER OF TRUNK PERDETAIL B, SHEET L-0005.13. CONTRACTOR TO EXPOSE ALL STREET TREE PITS PRIOR TO CONCRETE WORKOR PLANTING, IN ORDER TO EXPOSE POTENTIAL CONFLICTS W/ ANY EXISTINGUTILITIES. IF PITS ARE GOING TO STAY EXPOSED OVER NIGHT, THEY MUST BECOVERED WITH PLYWOOD AND TAPED-OFF WITH A HIGH VISIBILITY TAPE.14. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECTPRIOR TO PLANTING FOR SIZE, COLOR AND HEALTH.15. QUANTITIES ARE GIVEN FOR ESTIMATING PURPOSES ONLY. CONTRACTOR WILLBE RESPONSIBLE FOR INSTALLING MATERIAL IN ALL AREAS AS DESIGNATED ONPLAN AT THE ON-CENTER SPACING NOTED IN THE LEGEND.16. PROVIDE 3" LAYER OF MULCH (MIN.) IN SHRUB BEDS AND UNPLANTED AREAS; 2"LAYER OF MULCH IN GROUNDCOVER AREAS; 3" LAYER OFSHREDDED, STABILIZING MULCH FOR SLOPES.-NEW LANDSCAPE INFILL AREAS, PRESERVE EXISTING TREES, SHRUBS AND BUSHES AS INDICATED ON L101.-EXISTING IRRIGATION INFRASTRUCTURE TO REMAIN. -EXTEND (E) IRRIGATION TO COVER NEW PROPOSED PLANTS.SCOPE OF WORKPLANT SCHEDULETREESQTYCOMMON NAME/ BOTANICAL NAMEHARDSCAPE SCHEDULETILEPALO VERDE (PARKINSONIA SPP.)3SHRUBSQTY(N) ORCO PAVER PER NEW WORK654812(N) CONCRETE DRIVE THRU PER NEW WORKVISIBILITY TRIANGLESOUTHERN MAGNOLIA (MAGNOLIA GRANDIFLORA)2COMMON NAME/ BOTANICAL NAMESHRUBBY TORORAROBASKET GRASSPRIVET84LANTANA MONTEVIDENSISC-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:26:29 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtL10134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLALANDSCAPE PLANScale: 3/32" = 1'-0" 1landscape planN08' 16' 24'Scale: 3/32" = 1'-0"Revision ScheduleRev Date By Description1 05/31/23 MV Planning Revision1 A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITY REQUIREMENTS. C.DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. D.PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW STANDING PAD. E.GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. F.GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. G.PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT TRANSITION FROM SIDEWALK TO DRIVE AISLE. H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS. I. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK. J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES. K. SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS. KEYNOTES GENERAL NOTES LANDSCAPE AREA LEGEND NEW 6" (150MM) CONCRETE CURB NEW CONCRETE WALKWAY CONCRETE DRIVE THRU LANE ACCCESSIBLE PATH OF TRAVEL 1 MAIN ENTRANCE. 3 LOCATION OF MOP CUSTOMER PARKING SIGNAGE 4 (E) ACCESSIBLE PARKING STALL TO REMAIN 5 (E) PARKING STALL, TYP. TO REMAIN 6 (E) ACCESSIBLE STRIPING TO REMAIN 7 (E) CURB CUT TO REMAIN 8 (E) DETECTABLE WARNING, SEE 12/G011 9 (E) PARKING STALL DEDICATED FOR MOP (MOBILE ORDER PAY) PICK UP. (N) MOP FLOOR LETTERING 2 (E) LANDSCAPE AREA TO REMAIN. 10 (N) PROPOSED 4170 SQ. F.T STARBUCKS . 11 (N) PREVIEW MENU BOARD (#22542), SEE DETAIL --/A002 (UNDER SEPARATE PERMIT) 15 6” CONCRETE CURB, TYPICAL. 16 (N) DIGITAL ORDER SCREEN CONTROL BOX (#22546). (UNDER SEPARATE PERMIT) 17 SITE LIGHT POLE WITH LED LUMINAIRE. CONCRETE BASE PER CIVIL DRAWINGS (SEE C SHEETS). 18 WHEEL STOPS. 19 (N) EXTERIOR PATIO SEATING 533 SQ.FT. 20 (N) 5-PANEL MENU BOARD (#22540), SEE DETAIL --/A002 (UNDER SEPARATE PERMIT) 21 (N) NON-ILLUMINATED BOLLARD (#14103), SEE DETAIL --/A002 (UNDER SEPARATE PERMIT)22 (N) ENTRANCE DIRECTIONAL SIGN (#23085), SEE DETAIL --/A002 (UNDER SEPARATE PERMIT)23 (N)EXIT/THANK YOU DIRECTIONAL SIGN (#23075), SEE DETAIL 2/A-1501 (UNDER SEPARATE PERMIT) 24 (N) CLEARANCE BAR ON DRIVER'S SIDE (#X1111), SEE DETAIL --/A002 (UNDER SEPARATE PERMIT 25 (N) WAYFINDING GRAPHIC ARROW (#23118) , SEE DETAIL --/A002 (UNDER SEPARATE PERMIT). 14 (N) DRIVE THRU LANE. 12 (N) PARKING STALL. 13 (N) LANDSCAPE AREA. 26 VAN ACCESSIBLE PARKING. 27 (N) ACCESSIBLE STRIPING. 28 (N) DETECTABLE WARNING, SEE 12/G011 BUILDING AREA = 3,820 SQ.FT LOT AREA = 42,253 SQ.FT FAR (FLOOR AREA RATIO) = 3,820 / 42,253 = 9% FAR CALCULATIONS 29 (N) FIRE NO STOPPING SIGN 30 (E) HANDICAP PARKING SIGN. 31 (E) PROPERTY LINE.. 32 (N) TRASH ENCLOSURE. 33 (N) GROUND GRAPHICS DO NOT ENTER VINYL. 34 (N) GROUND GRAPHICS LANES MERGE VINYL. 35 (N) GROUND GRAPHICS DT ENTRY VINYL. NEW NON-PERMEABLE AREA NEW PERMEABLE AREA 1 7 10 11 14 15 CENTRAL AVE.COLLIER AVE.2 2 2 4 5 6 7 10 9 5 5 12 14 13 1515 15 15 15 171717 17 17 17 17 18 18 23 2222 24 16 20 11 21 21 1 19 25 OUTDOOR SEATING AREA 497 SF REVISED BLDG SIZE 3,820 SF 18 18 18 18 18 18 18 18 4 29 2929 27 26 28 8 30 30 3 11 21 31 5 5 6 32 25 18181818181818 13 2 27 28 29 29 29 33 3434 35 35 17 17 3 3 FH FH FH C-36004 STATEOF C A L IF ORN IALICENSEDARCHITE CTREN. 08/31/23MAIKELM.FAR A GA L L A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANY R SUBMITTAL OF THE ENTITLEMENTS ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL:6/26/2023 1:52:29 PM C:\Users\matth\Urban Dwell Arch Dropbox\UD A\Accounts (1)\SBUX\PROJECTS\FY-24 PROJECTS\New Stores (SCal)\10- Central & Collier\4-Drawings-out\06-26-2023\Central & Collier - Entitelments - 06-26-2023.rvt A001A 34376-072 <XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000 STUDIO-X NADA BALIGH MAIKEL FARAGALLA ARCHITECTURAL SITE PLAN 0 8' 16'32' Scale: 1/16" = 1'-0" SITE WORK & SIGNAGE TO BE COMPLETED UNDER SEPARATE PERMIT. LL RESPONSIBILITY INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES. Scale: 1/16" = 1'-0" 1Architectural Site Plan N Revision Schedule Rev Date By Description 1 05/31/23 MV Planning Revision 1 1 1 1 1 A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 FOR BUILDING SIGNAGELOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICALREQUIREMENTS.B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITYREQUIREMENTS.C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESSCOMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKSCONSTRUCTION MANAGER. REFER TO ELECTRICALDRAWINGS FOR ADDITIONAL REQUIREMENTS.D. PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOWSTANDING PAD.E. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIORCONCRETE PATIO AND WALKWAY SURFACES.F. GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDINGCONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION.G. PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) ATTRANSITION FROM SIDEWALK TO DRIVE AISLE.H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACESLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS.I. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK.J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING,BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES.K. SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS.KEYNOTESGENERAL NOTES4FIRE DEPARTMENT VEHICULAR ACCESS ROAD SHALL BE PROVIDED WITH A 32'CENTERLINE TURNING RADIUS PER Fire Code 503.2.4.6A MINIMUM 5'-0" WIDE APPROVED FIREFIGHTER ACCESS WALKWAY PER FIRECODE 504.17(E) ACCESSIBLE STRIPING TO REMAIN3LOCATION OF EXISTING FIRE HYDRANTLEGEND1FIRE DEPARTMENT VEHICLE ACCESS ROAD ON SITE PLAN PER FIRE CODE 503.1.1& 503.2.2 * SECTION 503.6.2LINE INDICATES 150'-0" FIRE TRUCK HOSE LINE MAX LENGTHFIRE LANELANDSCAPE AREA6" (150MM) CONCRETE CURBCONCRETE SIDEWALK PAVEMENTSCOPE OF WORK5FIRE -NO STOPPING SIGN PER CALTRANS/ FHWA STANDARD (R26F),MAXIMUM INTERVALS OF 50FT ON CENTER.8AN APPROVED KEYBOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BEPROVIDED AS REQUIRED BY FIRE CODE 506, THE LOCATION OF EACH KEYBOX SHALL BE DETERMINED BY THE FIRE INSPECTOR.9BUILDING ADDRESS NUMBER, VISIBLE AND LEGIBLE FROM THE STREET OR MAINACCESS TO THE BUILDING PER FIRE DEPARTEMENT.10BUILDING ADDRESS NUMBER WITH MINIMUM 10'' HEIGHT, MINIMUM STROKE 1.5INCHES AS DISTANCE FROM BUILDING TO FACE OF CURB = 51-150 FEETPER FIRE DEPARTEMENT.CENTRAL AVE.CENTRAL AVE.COLLIER AVE.COLLIER AVE.EXISTING BUILDING 4,400 SFEXISTING BUILDING 122223r 3 2 ' - 0 "r 38' - 0"r 26' - 0"r 32' - 0"r 26' - 0"r 3 8 ' - 0 "r 32' - 0"r 38' - 0"r 26' - 0"44446677789105MAX. INTERVALS50' - 0"555555r 2 6 ' - 0 "r 32' - 0"r 38' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"11111115' - 0"5' - 0"7' - 6"C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/25/2023 4:50:28 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA001C34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAFIRE SITE PLAN08' 16'32'Scale: 1/16" = 1'-0"NRevision ScheduleRev Date By Description1 05/31/23 MV Planning RevisionScale: 3/64" = 1'-0" 1FIRESITE PLAN1 KEYNOTESGENERAL NOTESA. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT.B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE.C. IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS MINIMUM BARRIER FREE PROVISION OF THE CODE, REMOVE AND REPLACE WITH ACCESSIBLE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN 1:12.D. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED OTHERWISE.E. INSTALL MOISTURE RESISTANT GREEN BOARD ON BACKBAR WALL PER PROJECT MANUAL.F. ALL DOORS SHALL BE 32” (815MM) MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED.G. SEE SHEET A601 FOR EXTERIOR DOOR AND WINDOW SCHEDULES.H. STARBUCKS VENDOR TO PROVIDE DOOR HARDWARE COMPONENTS AND GC TO INSTALL.I. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES MEET STARBUCKS AND/OR CODE REQUIREMENTS.J. PROVIDE FIRE EXTINGUISHERS AS NOTED ON THE APPROVED PLANS FROM THE CITY.K. SEE STRUCTURAL FOR KNEE WALL BRACING.L. SEE SHEET A501 FOR BUILDING DETAILS.M. REFER TO SHEET I104 FOR FLOOR FINISHES.15OUTLINE OF COUNTERTOPS PER CASEWORK MANUFACTURER@ KITCHEN/ PREP.14GC TO PROVIDE AND INSTALL 10" CONCRETE CURB FOR R.O.SYSTEM AND MOP SINK -REFER TO PLUMBING DRAWINGS FOR MOPSINK SPECIFICATIONS16DASH LINE INDICATES MERCHANDISE FIXTURE.17DASH LINE INDICATED UPPER STORAGE AND SHELVES. SEE SHEETI-102C FOR MORE DETAILS AND INFORMATION.18SLOPE FLOOR SLAB TO SANITARY WASTE FLOOR DRAIN 1/8" PER1'-0" OF RUN11(E) STOREFRONT, ENTRANCE/ EXIT DOOR TO REMAIN -APPROVEDUNDER PREVIOUS SHELL BUILDING SUBMITTAL.10INSTALL NEW DOORS AS INDICATED. SEE SCHEDULES FOR DOORAND HARDWARE TYPE.1DIMENSION CONTROL DATUM POINT2(N) GC TO PROVIDE & INSTALL 4'' CONCRETE CURB @ FOOD CASE,CURB NOT TO EXCEED CASE FOOTPRINT.3(N) GC TO PROVIDE & INSTALL 6'' CONCRETE CURB @ SAFECABINET, NOT TOE KICK. CURB TO RECIEVE TILE BASE.4INSTALL NEW DOUBLE ACTING DOOR @ BACK OF HOUSE. SEESCHEDULES FOR DOOR AND HARDWARE TYPE.5FIRE EXTINGUISHER LOCATION.6(E) ELECTRICAL PANELS & LIGHTING CONTROL PANEL, MAINTAINMINIMUM CLEARANCE AS REQUIRED BY CODE, SEE ELECTRICALPLANS.7ALIGN FACE OF FINISHED WALL.8(N) SHELF FOR WATER HEATER ABOVE, REFER TO INTERIORELEVATION FOR HEIGHT AND DETAILS FOR CONSTRUCTION OFPLATFORM AND SUPPORTING ASSEMBLY.9PROVIDE SLAB DEPRESSION AS NEEDED PER WALK-OFF MATT. SEESHEET I-503 FOR MORE INFORMATION12(N) DRIVE THRU WINDOW .13(N) PROVIDE BLOCKING AS REQUIRED TO SUPPORT ANY WALLATTACHMENTS. REFER TO WALL BLOCKING KEY.19(E) DOOR TO REMAIN. PART OF SHELL PERMIT.2136" (915 MM) CLEAR FOR ROOF LADDER ACCESS.20(E) STRUCTURAL COLUMN.INTERIOR WALL LEGENDEXISTING WALL TO REMAIN142NEW INTERIOR WALL 20 GA 3 5/8" METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GWB ON BOTH SIDES TO MINIMUM 6'' ABOVE CEILING. DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.4 7/8"I5019SIM.3NEW PLUMBING WALL 20 GA 6" METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD ON BOTH SIDES TO MINIMUM 6" ABOVE CEILING. SECURE MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH DRYWALL SCREWS AT 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.7 1/4"I5019SIM.5NEW INTERIOR FURRING WALL WITH VOID 20 GA 3 5/8" METAL STUDS 16" O.C. WITH 5/8"MOISTURE RESISTANT GWB ON ONE SIDETO MIN. 6" ABOVE CEILING. DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.I501A10SIM.EXISTING WALLVOID4 1/4"EXTERIOR WOOD FRAMED WALLW/R-21 INSULATION (STC=45) SEE STRUCTURAL DRAWINGS.6'' WOOD STUD @18'' O.C. EXTERIOR: PLYWOOD, WATER-RESISTIVEVAPOR PERMEABLE BARRIER AT LEAST EQUIVALENT TO TWO LAYERS GRADE D PAPER. SEE EXTERIOR ELEVATIONS FOR FINISH INFORMATION.WITH R-21 FIBERGLASS SOUND BATT INSULATIONINTERIOR : DRYWALL, 5/8'' GWB TAPED.EQUAL TO USG UL U4076EXT. FINISH OVER WATER RESISITIVE BARRIER PER EXTERIOR ELEVATIONS ON A201 & A2026"NEW EXTERIOR INFILL WALL SEE STRUCTURAL DRAWINGS.6'' WOOD STUD @18'' O.C. EXTERIOR: PLYWOOD, WATER-RESISTIVEVAPOR PERMEABLE BARRIER AT LEAST EQUIVALENT TO TWO LAYERS GRADE D PAPER. SEE EXTERIOR ELEVATIONS FOR FINISH INFORMATION.WITH R-21 FIBERGLASS SOUND BATT INSULATIONINTERIOR : DRYWALL, 5/8'' GWB TAPED.EQUAL TO USG UL U407EXT. FINISH OVER WATER RESISITIVE BARRIER PER EXTERIOR ELEVATIONS ON A201 & A2026"NEW PARTIAL HEIGHT WALLNEW FULL HEIGHT WALLEXISTING WALLGENERAL LEGENDWALL BLOCKING CALL-OUTXXWALL BLOCKING KEYSYMBOLITEMWEIGHTHEIGHT A.F.F.APPROX. WIDTHSHELVES ABOVE COMPARTMENT SINK200 LBS(91 KG)48" TO 76"(1220MM TO 1930MM)96" (2440MM) CENTERED ABOVE COMPARTMENT SINKABBLOCKING SPECIFICATION TO BE PROVIDED BY VENDORSHELVES ATMANAGER'S DESK300 LBS(136 KG)32" TO 96"(810MM TO 2440MM)48" (1220MM) 3/4 (19MM) ACX PLYWOOD, CENTERED ON SHELVESCEQUIPMENT RACK AT MANAGER'S DESK300 LBS(136 KG)44" TO 96"(1120MM TO 2440MM)28" (710MM) 3/4 (19MM) ACX PLYWOOD, CENTERED ON RACKDE30" TO 36"(760MM TO 915MM)60" (1525MM) AROUND WATER CLOSETF200 LBS(91 KG)UPPER WIRE SHELVESRESTROOM GRAB BARSCOMMERCIAL INSTALLATION REQUIRES CONCEALED ARM CARRIER. REFER TO MFR'S SPECIFICATION.G200 LBS(91 KG)HIJCOORDINATE LOCATION AND EXTENT WITH PENTAIRKTBD BY VENDORALL ARTWORK, FIXTURES, ACCESSORIES AND CASEWORK FABRICATIONS NOT OTHERWISE NOTEDGC TO PROVIDE WALL BLOCKING AS REQUIRED FOR ALL ITEMS FOR A COMPLETE AND SECURE INSTALLATION. EXTEND BLOCKING 8" (205MM) BEYOND ON EACH SIDE OF EACH ITEM.TBD BY VENDOR (VARIES)RESTROOM HAND SINKWATER FILTRATION SYSTEM7'-4" TO 8'-6"300 LBSFUTURE DIGITAL MENU BOARDS12'-8" TYP.0'-0" TO 6'-0"300 LBS EXTENT OF MERCH BAYMERCH BAY6'-1" TO 7'-10"300 LBS EXTENT OF CABINETDT CABINET11111122222222222253333ABCDEEFFFFGGFFGHIJKLK11' - 8"5' - 6"2' - 10"1' - 6"234568991010101010101010101119121313131313131415161718181820202020111116625564555' - 6"PARTNERRRMALE RRFEMALERRELECTRICALROOMWORKROOMBACKBARRETAIL6622' - 2"7' - 6"9' - 3"13' - 8"21' - 7"36' - 5"42' - 1"46' - 7"47' - 9"50' - 3"55' - 8"63' - 9"67' - 3"68' - 6"6' - 2"12' - 2"14' - 10"15' - 2"20' - 3"20' - 7"21' - 0"21' - 5"23' - 3"27' - 10"33' - 2"49' - 2"60' - 3"61' - 7"C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:26:51 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA10134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLABUILDING FLOOR PLANScale: 3/16" = 1'-0" 01BUILDING FLOOR PLAN02' 4' 8'Scale: 1/4" = 1'-0"NRevision ScheduleRev Date By Description A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION.B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE.C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE.D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL.E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT.F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS.G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED.EXTERIOR ELEVATION KEYNOTESGENERAL NOTES15(N) ENTERANCE DOOR.GCLLSBWHVDGENERAL CONTRACTORLANDLORDSTARBUCKSSTARBUCKS WAREHOUSE (3PL)STARBUCKS VENDOR DIRECTRESPONSIBILITY LEGEND1EXTERIOR WALL TO REMAIN , PREPARE SURFACE TO RECIEVE NEW FINISH .2(N) EXTERIOR WALL, PREPARE SURFACE TO RECIEVE FINISH.3PROVIDE J-BOX FOR BUILDING SIGNAGE. COORDINATE LOCATION WITHSIGNAGE VENDOR SHOP DRAWINGS.4METAL COPING.5DT WINDOW. PROVIDE READY ACCESS DT SERVICE WINDOW. WINDOW AND AIRCURTAIN FINISH TO MATCH ADJACENT STOREFRONT.6STEEL CANOPY. SEE BUILDING DETAIL SHEETS AND STRUCTURAL DRAWINGS.7(N) BUILDING SIGNAGE.8(N) DRIVE-THRU SIGN.9(N) EXTERIOR SCONCE LIGHTING.10(N) 60" FACE ILLUMINATED LOGO DISK (UNDER SEPARATE PERMIT)11(N) 12" GREEN WORDMARK "STARBUCKS" ONLY (UNDER SEPARATE PERMIT)13(E) WALLS & STOREFRONT TO REMAIN (UNDER SEPARATE PERMIT)12(N) 60" DRIVE THRU ILLUMINATED ARROW SERIES (UNDER SEPARATE PERMIT)16DASHED LINE INDICATES ROOF FINISH LEVELSIGNAGE NOT A PART OF THIS PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.14(N) WALLS & STOREFRONT.18KNOX VAULT 4430 SERIES (RECESSED W/ HINGED DOOR) TO BE LOCATEDBESIDE THE MAIN ENTRANCE NO FURTHER THAN 10 FEET.17BUILDING ADDRESS NUMBER WITH MINIMUM 10'' HEIGHT, MINIMUM STROKE 1.5INCHES AS DISTANCE FROM BUILDING TO FACE OF CURB = 51-150 FEET PER FIREDEPARTEMENT, SEE SHEET A001C FOR MORE INFORMATION.SHERWIN WILLIAMS - SW7047 "PORPOISE"EXTERIOR FINISH SCHEDULECLIFFSTONE - "MANZANITA"FLAT BLACK METAL - MT0028123122446L2071199131414161L207114' - 6"27' - 11"13' - 4"45' - 9"16' - 2"33212FIRST FLOOR0"T.O CANOPY10' -2"T.O PARAPET 113' -8"T.O PARAPET 322' -0"T.O PARAPET 217' -2"T.O RTUS ROOM6' -0"223S184943445677L20711L20711L207119991011138141415161817S13164SX5555146"10"16' - 9"EQEQ10' - 9 1/2"6' - 6"10' - 9 1/2"27' - 5"28' - 1"22333331FIRST FLOOR0"T.O CANOPY10' -2"T.O PARAPET 113' -8"T.O PARAPET 322' -0"T.O PARAPET 217' -2"T.O RTUS ROOM6' -0"C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:27:25 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA20134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLABUILDING EXTERIORELEVATIONSScale: 3/16" = 1'-0" 1ELEVATION 1Scale: 3/16" = 1'-0" 2ELEVATION 2Revision ScheduleRev Date By Description1 05/31/23 MV Planning Revision1 A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION.B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE.C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE.D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL.E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT.F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS.G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED.EXTERIOR ELEVATION KEYNOTESGENERAL NOTESGCLLSBWHVDGENERAL CONTRACTORLANDLORDSTARBUCKSSTARBUCKS WAREHOUSE (3PL)STARBUCKS VENDOR DIRECTRESPONSIBILITY LEGENDSIGNAGE NOT A PART OF THIS PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.14(E) SERVICE DOOR.1EXTERIOR WALL TO REMAIN , PREPARE SURFACE TO RECIEVE NEW FINISH .2(N) EXTERIOR WALL, PREPARE SURFACE TO RECIEVE FINISH.3PROVIDE J-BOX FOR BUILDING SIGNAGE. COORDINATE LOCATION WITHSIGNAGE VENDOR SHOP DRAWINGS.4METAL COPING.5DT WINDOW. PROVIDE READY ACCESS DT SERVICE WINDOW. WINDOW AND AIRCURTAIN FINISH TO MATCH ADJACENT STOREFRONT.6STEEL CANOPY. SEE BUILDING DETAIL SHEETS AND STRUCTURAL DRAWINGS.7(N) BUILDING SIGNAGE.8(N) DRIVE-THRU SIGN.9(N) EXTERIOR SCONCE LIGHTING.10(N) 60" FACE ILLUMINATED LOGO DISK (UNDER SEPARATE PERMIT)12(E) WALLS & STOREFRONT TO REMAIN (UNDER SEPARATE PERMIT)11(N) 60" DRIVE THRU ILLUMINATED ARROW SERIES (UNDER SEPARATE PERMIT)15DASHED LINE INDICATES ROOF FINISH LEVEL13(N) WALLS & STOREFRONT.SHERWIN WILLIAMS - SW7047 "PORPOISE"EXTERIOR FINISH SCHEDULECLIFFSTONE - "MANZANITA"FLAT BLACK METAL - MT0028123L20711L20711L20711L20711122344567899991011125' - 3"13' - 2"15' - 1"11' - 9"4' - 6"15' - 1"S13164SX5555EQEQ12' - 9 3/4"1233T.O PARAPET 322' - 0"T.O PARAPET 217' - 02"T.O PARAPET 113' - 8"FIRST FLOOR0"T.O CANOPY10' - 2"12' - 1"13' - 11"10' - 10"21' - 5 1/2"4' - 10"L20711L20711L20711L20711L20711124469999912131510' - 10"10' - 10"10' - 10"10' - 0"1422' - 0"2313FIRST FLOOR0"T.O CANOPY10' -2"T.O PARAPET 113' -8"T.O PARAPET 322' -0"T.O PARAPET 217' -2"T.O RTUS ROOM6' -0"C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:28:08 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA20234376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLABUILDING EXTERIORELEVATIONSScale: 3/16" = 1'-0" 1ELEVATION 3Scale: 3/16" = 1'-0" 2ELEVATION 4Revision ScheduleRev Date By Description1 05/31/23 MV Planning Revision1 EXTERIOR FINISH NOTES1. THE INTERIOR WALL SURFACES OF THE TRASH ENCLOSURE ARE TO BE SMOOTH, SEALED AND WASHABLE. APPLY ONE COAT EPOXY FILLER/SEALER AND ONE COAT GLOSS POLYURETHANE.2. RUNNING BOND INTEGRAL CMU COLOR OR CMU PAINTED TO MATCH BUILDING. STRUCTURAL ENGINEER TO PROVIDE MASONRY SPECIFICATIONS.A3025A3024(3100mm)10' - 2"(205mm)8"(205mm)8"(305mm)1' - 0"(2640mm)8' - 8"(2640mm)8' - 8"(305mm)1' - 0"(205mm)8"(205mm)8"(2490mm)8' - 2"(2490mm)8' - 2"GATE SWING MIN. 115°, MAX. 120°CONTINUOUS CONCRETE FOOTING CENTERED ON WALL(SEE STRUCTURAL)6" STL. BOLLARD; SEE DETAIL 6/TRE-3 (TYP.)PROVIDE LOCKABLE, FREEZE PROOF HOSE BIBB AS REQUIRED BY JURISDICTIONA30274x4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEMCONTINUOUS CONCRETE FOOTING CENTERED ON WALL SEE STRUCTURAL)8" CMU BLOCK WALL.6" (150mm) HIGH WHEEL STOP CONTINUOUS ON 3 SIDESTRENCH DRAIN; PROVIDE TRAFFIC RATED GALVANIZED DRAIN AS REQUIRED BY JURISDICTION AT EACH GATED OPENING (TYP.)1/4" FLOOR SLOPE6" STL. POST. FASTEN TO FOOTING BELOW (TYP.)6" (150mm) THICK CONCRETE SLAB(5485mm)18' - 0" (CLEAR)(2745mm)9' - 0" (CLEAR)(5890mm)19' - 4"(6095mm)20' - 0"24 GA. METAL GUTTER(BELOW)A3021A30223" GALVANIZEDN-DECKINGA3023(3300mm)10' - 10"4 YARDRECYCLING CONTAINER64 GALLONTOTE4 YARDRECYCLING CONTAINER64 GALLONTOTEC-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:28:10 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA30034376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLATRASH ENCLOSUREPLANScale: 1/2" = 1'-0" 2FLOOR PLANScale: 1/2" = 1'-0" 1ROOF PLANScale: 1/2" = 1'-0" 3CONTAINER LAYOUTRevision ScheduleRev Date By Description ENCLOSUREFOOTING; SEE STRUCTURAL FOR SIZE AND REINFORCINGBOLLARD FOOTING; SEE STRUCTURAL.PAVING OR CONCRETE SLAB(2) HEAVY DUTY CANE BOLTSBOLLARD; PAINT TO MATCH CMU WALLGALVANIZED LOCKABLE SLIDE BOLTCORRUGATED METAL DOORS; FINISH TO MATCH BUILDING CANOPY (2) HEAVY DUTY CANE BOLTSMETAL ROOF;FINISH TO MATCH BUILDING CANOPY2" CMU CAP (TYP.)BOLLARD; PAINT TO MATCH CMU WALL8" CMU BLOCK WALL (TYP.)(305mm)1' - 0"(610mm)2' - 0"(2285mm)7' - 6".ON REGIONAL REQUIREMENTSVARIES -BASED6" GALVANIZED STEEL TUBE; TOP SEAL AND PAINT TO MATCH DOORS (TYP.)GALVANIZED LOCKABLE SLIDE BOLTBOLLARD FOOTING; SEE STRUCTURAL..(2285mm)7' - 6"(610mm)2' - 0"(305mm)1' - 0"ON REGIONAL REQUIREMENTSVARIES -BASED4x4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEMBOLLARD; PAINT TO MATCH CMU WALL BOLLARD FOOTING BEYOND; SEE STRUCTURAL.METAL ROOF;FINISH TO MATCH BUILDING CANOPY2" CMU CAP (TYP.)8" CMU BLOCK WALL (TYP.)FOUNDATION; SEE STRUCTURAL FOR SIZE AND REINFORCING.(2285mm)7' - 6"(610mm)2' - 0"(305mm)1' - 0"ON REGIONAL REQUIREMENTSVARIES -BASEDMETAL ROOF;FINISH TO MATCH BUILDING CANOPY2" CMU CAP (TYP.)BOLLARD; PAINT TO MATCH CMU WALL BOLLARD FOOTING; SEE STRUCTURAL.8" CMU BLOCK WALL (TYP.)ENCLOSURE FOOTING; SEE STRUCTURAL FOR SIZE AND REINFORCINGMETAL ROOF;FINISH TO MATCH BUILDING CANOPY2" CMU CAP (TYP.)ON REGIONAL REQUIREMENTSVARIES -BASED4x4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEMENCLOSURE FOOTING; SEE STRUCTURAL FOR SIZE AND REINFORCING(305mm)1' - 0"(610mm)2' - 0"(2285mm)7' - 6".C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:28:12 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA30134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLATRASH ENCLOSUREELEVATIONSScale: 1/2" = 1'-0" 1FRONT ELEVATIONScale: 1/2" = 1'-0" 3SIDE ELEVATION "A"Scale: 1/2" = 1'-0" 2SIDE ELEVATION "B"Scale: 1/2" = 1'-0" 4BACK ELEVATIONRevision ScheduleRev Date By Description FASTENER (TYP.)4" HSS AROUND PERIMETER (SEE STRUCTURAL)CONTINUOUS CLEATSTEEL POST (BEYOND)(150mm)6"ROOF FLASHING AT HIGH POINTFASTENER3" GALVANIZED N-DECKING1/4" ROOF SLOPE(305mm)1' - 0"FIELD HEMFASCIA FINISH TO MATCH BUILDINGFIELD HEMDRIP EDGEP.T. 2X BLOCKINGFASTEN ROOF TO STRUCTURE BELOW(150mm)6"3" GALVANIZED N-DECKINGMODIFIED J-CHANNELFASTEN ROOF TO STRUCTURE BELOWSET IN CONTINUOUSSEALANTRAKE FLASHING FINISH TO MATCH BUILDINGFASTENER (TYP.)FIELD HEM DRIP EDGE4" HSS AROUND PERIMETER (SEE STRUCTURAL)CONTINUOUS CLEATSTEEL POST(BEYOND)P.T. 2X BLOCKING(305mm)1' - 0"(150mm)6"24 GA. METAL GUTTERDRIP EDGE4" x 4" DOWNSPOUT. DIRECT CONNECT TO SITE DRAINAGE SYSTEM3" DEEP X 20 GA. GALVANIZED N-DECKING1/4" ROOF SLOPEMECHANICALLY FASTEN ROOF TO STRUCTURE BELOW4" HSS AROUND PERIMETER (SEE STRUCTURAL)4" HSS POST CENTERED ON ALL CORNERS (SEE STRUCTURAL)SEE STRUCTURAL FOR POST TO WALL CONNECTIONNON-SHRINK GROUT2" CONCRETE CAP. SLOPE TO PROVIDE DRAINAGE.GROUT CELLS SOLID FOR POST CONNECTION(SEE STRUCTURAL)8" CMU WALL(SEE STRUCTURAL)GUTTER STRAPS @ 24" O.C.P.T. 2X BLOCKING(305mm)1' - 0"(610mm)2' - 0"ALIGN1" (25mm)8" CMU WALL6" GALVANIZED STEEL TUBE POST SET IN CONCRETE FOOTING (SEE STRUCTURAL). PAINT TO MATCH DOORS.PROVIDE WEEP HOLES IN BETWEEN CORRUGATED METAL CHANNELSCORRUGATED METAL PANEL. FINISH TO MATCH BUILDING CANOPYSTEEL CHANNEL FRAME. MITER AND WELD CORNERSGALVANIZED HEAVY DUTY GATE HINGE.(100mm)4"GATE IN OPEN SWING POSITION ( MIN. 115°, MAX. 120°)10"(510mm)1' - 8"(150mm)6"1 1/2" ANGLE WELDED TO STEEL FRAMEBAR CANE BOLTCORRUGATED METAL PANEL SET IN STEEL CHANNEL FRAMEPROVIDE HOLES AT CONCRETE FOR BOTH FULLY OPEN AND CLOSED POSITIONSWEEP HOLEGATE TO SWING OPEN MIN. 115°, MAX. 120°(150mm)6"VARIES(1065mm)3' - 6"FILL PIPE WITH CONCRETE6" STEEL PIPEPAVING OR CONCRETE SLABEXPANSION JOINT (SEAL)CONCRETE FOOTING (SEE STRUCTURAL)BASED ON REGIONAL REQUIREMENTS(305mm)1' - 0"VARIES.SLAB ON GRADE. REINFORCE PER STRUCTURAL DETAILS8" CMU WALL, GROUT SOLID. REINFORCE AND TIE INTO FOOTING/SLAB PER STRUCTURAL.THICKEN EDGE OF SLABSIZE BASED ON SOIL CONDITIONSAND CLIMATE(MIN. 16", MAX. 54")6" (150mm)WHEELSTOP CURBCONTINUOUS CONCRETE FOOTINGCENTERED ON WALL(SEE STRUCTURAL)6" (150mm)ELASTOMERIC SEALANTC-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:28:15 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA30234376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLATRASH ENCLOSUREDETAILSScale: 1 1/2" = 1'-0" 3ROOF SECTION AT FASCIAScale: 1 1/2" = 1'-0" 2ROOF SECTION AT RAKEScale: 1 1/2" = 1'-0" 1ROOF SECTION AT GUTTERScale: 3" = 1'-0" 7GATE HINGE DETAILScale: 3" = 1'-0" 4SECTION AT CANE BOLTScale: 1" = 1'-0" 6TRASH ENCLOSURE BOLLARDScale: 1" = 1'-0" 5TYPICAL CMU WALL FOOTINGRevision ScheduleRev Date By DescriptionNOT USED C-36004STAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLASHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:E-2200<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKE ELSINORE, CA 92530<XXXXX>34376-072<DESIGN MANAGER>ABDALRAHMANMAIKEL FARAGALLAELECTRICALPHOTOMETRIC PLANNRevision ScheduleRev Date ByDescriptionLIGHTING FIXTURE SCHEDULEDESIGN IDVOLTSCOUNTDESCRIPTIONMANUFACTURERMODEL NUMBERL-X0001L-X0002120120142SINGLE LIGHT FIXTURE HEAD, LED 3000K, SHIELDED WITHMOTION SENSORTWIN LIGHT FIXTURE HEAD, LED 3000K, SHIELDED WITHMOTION SENSORCOOPER LIGHTINGCOOPER LIGHTINGNVN-AF-01-D-U-T3R-10K-7030-800-4N7-OA/RA1013NVN-AF-01-D-U-T3R-10K-7030-800-4N7-OA/RA1013LAMPS WATTSLED3960KLED3960K4488ScheduleSymbolLabelImageQuantityManufacturerCatalog NumberDescriptionNumberLampsLumensPer LampLight LossFactorWattagePlotA14COOPER LIGHTINGSOLUTIONS -STREETWORKS(FORMERLY EATON)NVN-AF-01-LED-U-T3R-7030-600NAVION ROADWAY AND AREA LUMINAIRE(1)1) 70 I, 3000K, 615mA LIGHTSQUAREWITH 16 LEDS EACH AND TYPE IIIROADWAY OPTICS16247134B2COOPER LIGHTINGSOLUTIONS -STREETWORKS(FORMERLY EATON)NVN-AF-01-LED-U-T3R-7030-600NAVION ROADWAY AND AREA LUMINAIRE(1)1) 70 I, 3000K, 615mA LIGHTSQUAREWITH 16 LEDS EACH AND TYPE IIIROADWAY OPTICS16247168Description Symbol AvgMaxMin Max/Min Avg/MinCalc Zone #11.3 fc2.8 fc0.7 fc4.0:11.9:1Calc Zone #22.7 fc7.9 fc1.1 fc7.2:12.5:1Calc Zone #32.1 fc7.1 fc0.3 fc23.7:17.0:1Calc Zone #41.8 fc7.7 fc0.2 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View 43180 Business Park Drive Suite 203 Temecula, CA 92590 714-331-6114 | info@urbandwellarchitects.com Project Name: Central & Collier Address: 18295 Collier Ave, Lake Elsinore, Ca 92530 PC#: 2023-15 06-06-2023 Dear City of Lake Elsinore - Planning Division, Project Description: The site is located at 18295 Collier Ave, Lake Elsinore, California. The project is a New Construction for Starbucks coffee shop within an existing shell lease space. • The Coffeeshop and the drive-through are open to service between 4am and 12am. • The Coffeeshop offers an indoor and outdoor seating area and Drive-Through and pickup services. • The shop is projected to have an average of 25 employees. • To reduce potential traffic impacts, at peak hours if the Drive-through queue exceeds 10 cars, an employee with handheld device takes orders from the drive-through queue in addition the Digital Order screen to hasten the ordering process. The New Construction includes: Site: • Landscape Patch & Infill. • Some parking spaces will be demolished, and new ones will be added. • Site Signage will be demolished, and new signage will be added. • Existing drive-through equipment will be demolished, and new equipment will be added. • Existing trash enclosure will be demolished, and a new one will be added. Building: • A portion of the Storefront will be demolished, and a new storefront will be added. • Some of the interior and exterior walls will be demolished, and new ones will be added. • Some of the interior and exterior doors will be demolished, and new ones will be added. 2 • The addition of exterior patio furniture. • Roof membrane and mechanical equipment will be demolished, and new ones will be added. Interior: • New Interior non-bearing partition walls. • Restroom will be demolished, and new one will be added. • New beverage preparation equipment. • New Casework. • Floor finishes will be demolished, and new ones will be added. • Wall finishes will be demolished, and new ones will be added. • Existing Ceiling will be demolished, and a new one will be added (ACT and Gyp. Board). • Existing lighting will be demolished, and new ones will be added. • HVAC diffusers will be demolished, and new ones will be added. • New trench in existing concrete slab for Plumbing and Electric. Sincerely, __________________________________ MAIKEL FARAGALLA, AIA Architect of Record CENTRAL AND COLLIER TRAFFIC ANALYSIS Reference Number Agency Date December 6, 2023 City of Lake Elsinore 15560-04 TA Report PREPARED BY: Charlene So, PE | cso@urbanxroads.com Connor Paquin, PE | cpaquin@urbanxroads.com Aric Evatt | aevatt@urbanxroads.com Approved BB 12/7/2023 15560-04 TA Report ii TABLE OF CONTENTS Table of Contents ............................................................................................................................................... ii Appendices ............................................................................................................................................................................... iv List of Exhibits ..................................................................................................................................................... v List of Tables ...................................................................................................................................................... vi List of Abbreviated Terms ............................................................................................................................... vii 1 Introduction............................................................................................................................................... 9 1.1 Summary of Findings ............................................................................................................................................... 9 1.2 Project Overview ....................................................................................................................................................... 9 1.3 Analysis Scenarios .................................................................................................................................................. 12 1.4 Study Area ................................................................................................................................................................. 14 1.5 Deficiencies ............................................................................................................................................................... 14 1.6 Recommendations ................................................................................................................................................. 15 1.7 Parking Evaluation .................................................................................................................................................. 15 1.8 Drive-Thru Evaluation........................................................................................................................................... 19 2 Methodologies ........................................................................................................................................ 23 2.1 Level of Service ........................................................................................................................................................ 23 2.2 Intersection Capacity Analysis ........................................................................................................................... 23 2.3 Traffic Signal Warrant Analysis Methodology ............................................................................................ 25 2.4 Minimum Acceptable Levels of Service (LOS) ............................................................................................ 26 2.5 Deficiency Criteria .................................................................................................................................................. 26 3 Area Conditions ...................................................................................................................................... 27 3.1 Existing Circulation Network ............................................................................................................................. 27 3.2 City of Lake Elsinore General Plan Circulation Element ........................................................................ 27 3.3 Bicycle & Pedestrian Facilities ............................................................................................................................ 31 3.4 Transit Service .......................................................................................................................................................... 31 3.5 Existing (2023) Traffic Counts ........................................................................................................................... 31 3.6 Intersection Operations Analysis ..................................................................................................................... 36 3.7 Traffic Signal Warrants Analysis ....................................................................................................................... 36 3.8 Deficiencies and Improvements ....................................................................................................................... 36 4 Projected Future Traffic ......................................................................................................................... 37 4.1 Project Trip Generation ....................................................................................................................................... 37 4.2 Project Trip Distribution ...................................................................................................................................... 39 4.3 Modal Split ................................................................................................................................................................. 39 4.4 Project Trip Assignment ....................................................................................................................................... 39 4.5 Background Traffic ................................................................................................................................................. 42 5 EAP (2025) Traffic Conditions ................................................................................................................ 43 5.1 Roadway Improvements ..................................................................................................................................... 43 5.2 EAP (2025) Growth Traffic Volume Forecasts ........................................................................................... 43 5.3 Intersection Operations Analysis ..................................................................................................................... 43 15560-04 TA Report iii 5.4 Traffic Signal Warrants Analysis ....................................................................................................................... 45 5.5 Deficiencies and Improvements ....................................................................................................................... 45 6 Local and Regional Funding Mechanisms ........................................................................................... 47 6.1 City of Lake Elosinore Development Impact Fee (DIF) Program ....................................................... 47 6.2 Riverside County Transportation Uniform Mitigation Fee (TUMF) ................................................... 47 6.3 Measure A .................................................................................................................................................................. 47 7 References ............................................................................................................................................... 49 15560-04 TA Report iv APPENDICES Appendix 1.1: Approved Traffic Study Scoping Agreement Appendix 1.2: Site Adjacent Queues Appendix 3.1: Existing Traffic Counts Appendix 3.2: Existing (2023) Conditions Intersection Operations Analysis Worksheets Appendix 3.3: Existing (2023) Conditions Traffic Signal Warrant Analysis Worksheets Appendix 5.1: EAP (2025) Conditions Intersection Operations Analysis Worksheets Appendix 5.2: EAP (2025) Conditions Traffic Signal Warrant Analysis Worksheets 15560-04 TA Report v LIST OF EXHIBITS Exhibit 1-1: Location Map ................................................................................................................................ 10 Exhibit 1-2: Preliminary Site Plan ................................................................................................................... 11 Exhibit 1-3: Study Area ..................................................................................................................................... 13 Exhibit 1-4: Shared Parking Agreement ....................................................................................................... 17 Exhibit 1-5: Existing Parking Conditions ........................................................................................................ 18 Exhibit 1-6: Prelminary Site Plan With Vehicle Stacking ............................................................................. 19 Exhibit 3-1: Existing Number of Through Lanes and Intersection Controls ............................................. 28 Exhibit 3-2: City of Lake Elsinore General Plan Circulation Element ......................................................... 29 Exhibit 3-3: County of Riverside General Plan Roadway Cross-Sections .................................................. 30 Exhibit 3-4: City of Lake Elsinore General Plan Bicycle Facilities ................................................................ 32 Exhibit 3-5: Existing Pedestrian Facilities ...................................................................................................... 33 Exhibit 3-6: Existing Transit Routes ................................................................................................................ 34 Exhibit 3-7: Existing (2023) Traffic Volumes .................................................................................................. 35 Exhibit 4-1: Project Trip Distribution .............................................................................................................. 40 Exhibit 4-2: Project Only Traffic volumes ...................................................................................................... 41 Exhibit 5-1: EAP (2025) Traffic Volumes ......................................................................................................... 44 15560-04 TA Report vi LIST OF TABLES Table 1-1: Intersection Analysis Locations .................................................................................................... 14 Table 1-2: Summary of LOS ............................................................................................................................. 14 Table 1-3: City of Lake Elsinore Municipal Code Parking Requirements .................................................. 16 Table 1-4: Central and Collier Municipal Code Parking Space Requirements .......................................... 16 Table 1-5: Reference Drive-Thru Queueing Data Summary ...................................................................... 20 Table 2-1: Signalized Intersection LOS Thresholds ...................................................................................... 24 Table 2-2: Unsignalized Intersection LOS Thresholds ................................................................................. 25 Table 2-3: Traffic Signal Warrant Analysis Locations ................................................................................... 26 Table 3-1: Intersection Analysis for Existing (2023) Conditions ................................................................. 36 Table 4-1: Existing Trip Generation ................................................................................................................ 38 Table 4-2: Proposed Project Trip Generation ............................................................................................... 38 Table 4-3: Trip Generation Comparison ........................................................................................................ 39 Table 5-1: Intersection Analysis for EAP (2025) Conditions ........................................................................ 43 15560-04 TA Report vii LIST OF ABBREVIATED TERMS (1) Reference ADT Average Daily Traffic CA MUTCD California Manual on Uniform Traffic Control Devices Caltrans California Department of Transportation CMP Congestion Management Program DIF Development Impact Fee EAP Existing plus Ambient Growth plus Project HCM Highway Capacity Manual ITE Institute of Transportation Engineers LOS Level of Service PHF Peak Hour Factor Project Central and Collier RCTC Riverside County Transportation Commission RTA Riverside Transit Agency SF Square Feet TA Traffic Analysis TIF Traffic Impact Fee TUMF Transportation Uniform Mitigation Fee v/c Volume to Capacity vphgpl Vehicles per Hour Green per Lane WRCOG Western Riverside Council of Governments 15560-04 TA Report viii This page intentionally left blank Central and Collier Traffic Analysis 15560-04 TA Report 9 1 INTRODUCTION This report presents the results of the Traffic Analysis (TA) for Central and Collier (“Project”), which is located at 18295 Collier Avenue in City of Lake Elsinore, as shown on Exhibit 1-1. The purpose of this TA is to evaluate the potential circulation system deficiencies that may result from the development of the proposed Project, and where necessary recommend improvements to achieve acceptable operations consistent with General Plan level of service goals and policies. This traffic study has been prepared in accordance with the City of Lake Elsinore’s Traffic Impact Analysis Preparation Guidelines and consultation with City staff during the traffic study scoping process. (1) The City approved Project Traffic Study Scoping agreement is provided in Appendix 1.1 of this TA. 1.1 SUMMARY OF FINDINGS Since the Project does not propose any new driveways and will utilize the existing driveways on Collier Avenue (SR-74) and Central Avenue, it is recommended the Project maintain the existing roadway width at Collier Avenue (SR-74) and Central Avenue, and maintain the existing traffic control and lane geometrics at the following intersections: • Driveway 1 & Central Avenue (#1) • Collier Avenue (SR-74) & Driveway 2 (#2) Additional details and intersection lane geometrics are provided in Section 1.6 Recommendations of this report. 1.2 PROJECT OVERVIEW The proposed Project includes the construction of a new Starbucks coffee shop within an existing shell lease space. Construction activities will include new custom poly signage, new drive-thru equipment, landscape patch and infill, new trash enclosure, new drive-thru window, new roof membrane and mechanical equipment, addition of exterior patio furniture, new interior partition walls, new restroom, new beverage preparation equipment, new casework, new floor finishes, new wall finishes, new ceiling, new lighting, new heating ventilation and air conditioning diffusers, and new trench existing concrete slab for plumbing and electric. The preliminary site plan for the proposed Project is shown on Exhibit 1-2. The site was formerly occupied by a bank (with drive-thru) within the 4,400 square foot building. The use is currently vacant. The Project is located within the existing Oak Grove Crossing Shopping Center. There are no changes proposed to the existing access to the center, and the site is currently served by a single access point on Collier Avenue and three access points along Central Avenue. Central and Collier Traffic Analysis 15560-04 TA Report 10 EXHIBIT 1-1: LOCATION MAP Central and Collier Traffic Analysis 15560-04 TA Report 11 EXHIBIT 1-2: PRELIMINARY SITE PLAN Central and Collier Traffic Analysis 15560-04 TA Report 12 Regional access to the Project site is available from the I-15 Freeway via the Central Avenue (SR-74) interchange. Exhibit 1-3 depicts the location of the proposed Project in relation to the existing roadway network and the study area intersections. In order to develop the traffic characteristics of the proposed project, trip-generation statistics published in the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) for the following land use code: (2) • Coffee/Donut Shop with Drive-Through – ITE Land Use Code 937 The proposed Project is anticipated to generate a total of 1,056 trip-ends per day, with 192 AM peak hour trips and 78 PM peak hour trips. The assumptions and methods used to estimate the Project’s trip generation characteristics are discussed in greater detail in Section 4.1 Project Trip Generation of this report. 1.3 ANALYSIS SCENARIOS For the purposes of this traffic study, potential deficiencies to traffic and circulation have been assessed for each of the following conditions: • Existing (2023) Conditions • Existing plus Ambient Growth plus Project (EAP) (2025) Conditions 1.3.1 EXISTING (2023) CONDITIONS Information for Existing (2023) conditions is disclosed to represent the baseline traffic conditions as they existed at the time this report was prepared. 1.3.2 EAP (2025) CONDITIONS The EAP (2025) conditions analyses determines the potential circulation system deficiencies based on a comparison of the EAP traffic conditions to Existing conditions. The roadway network is similar to Existing conditions except for new connections to be constructed by the Project. To account for background traffic growth, an ambient growth factor from Existing (2023) conditions of 2.01% (1 percent per year, compounded annually for 2 years) is included for EAP (2025) traffic conditions. The ambient growth factor is consistent with the Project traffic scoping agreement provided in Appendix 1.1, which has been reviewed and approved by the City of Lake Elsinore. Consistent with City’s traffic study guidelines, the EAP analysis is intended to identify “Opening Year” deficiencies associated with the development of the proposed Project based on the expected background growth within the study area. Central and Collier Traffic Analysis 15560-04 TA Report 13 EXHIBIT 1-3: STUDY AREA Central and Collier Traffic Analysis 15560-04 TA Report 14 1.4 STUDY AREA To ensure that this TA satisfies the City of Lake Elsinore’s traffic study requirements, Urban Crossroads, Inc. prepared a Project traffic study scoping package for review by City of Lake Elsinore staff prior to the preparation of this report. This agreement provides an outline of the Project study area, trip generation, trip distribution, and analysis methodology. The agreement approved by the County is included in Appendix 1.1 of this TA. The 2 study area intersections shown on Exhibit 1-3 and listed in Table 1-1 were selected for evaluation in this TA based on consultation with City of Lake Elsinore staff. At a minimum, the study area includes intersections where the Project is anticipated to contribute 50 or more peak hour trips per the City’s traffic study guidelines. (1) TABLE 1-1: INTERSECTION ANALYSIS LOCATIONS The “50 peak hour trip” criteria represents a minimum number of trips at which a typical intersection would have the potential to be substantively affected by a given development proposal. The 50 peak hour trip criterion is a traffic engineering rule of thumb that is accepted and widely used within Riverside County for estimating a potential area of influence (i.e., study area). The intent of a Congestion Management Program (CMP) is to more directly link land use, transportation, and air quality, thereby prompting reasonable growth management programs that will effectively utilize new transportation funds, alleviate traffic congestion and related deficiencies, and improve air quality. The County of Riverside CMP became effective with the passage of Proposition 111 in 1990 and updated most recently updated in 2011. The Riverside County Transportation Commission (RCTC) adopted the 2011 CMP for the County of Riverside in December 2011. (5) CMP intersections are identified in Table 1-1. There are no study area intersections identified as a Riverside County CMP facility. 1.5 DEFICIENCIES This section provides a summary of deficiencies by analysis scenario. Section 2 Methodologies provides information on the methodologies used in the analysis and Section 3 Area Conditions and Section 5 EAP (2025) Traffic Conditions includes the detailed analysis. A summary of the Level of Service (LOS) results for all analysis scenarios is presented in Table 1-2. TABLE 1-2: SUMMARY OF LOS # Intersection Jurisdiction CMP? 1 Driveway 1 & Central Av.City of Lake Elsinore No 2 Collier Av. (SR-74) & Driveway 2 City of Lake Elsinore, Caltrans No # Intersection AM PM AM PM 1 Driveway 1 & Central Av. 2 Collier Av. (SR-74) & Driveway 2 = A - D = E = F Existing EAP Central and Collier Traffic Analysis 15560-04 TA Report 15 1.5.1 EXISTING (2023) CONDITIONS The study area intersections are currently operating at an acceptable LOS during the peak hours for Existing (2023) traffic conditions. 1.5.2 EAP (2025) CONDITIONS The study area intersections are anticipated to continue to operate at an acceptable LOS during the peak hours under EAP (2025) traffic conditions. 1.6 RECOMMENDATIONS 1.6.1 SITE ADJACENT AND SITE ACCESS RECOMMENDATIONS The proposed Project will develop on an existing and vacant bank use. As such, the site adjacent roadways of Collier Avenue (SR-74) and Central Avenue are currently built to their ultimate width based on the City’s General Plan. The Project does not propose any new driveways and will utilize the existing driveways on Collier Avenue (SR-74) and Central Avenue. As such, it is recommended the Project maintain the existing roadway width at Collier Avenue (SR-74) and Central Avenue, and maintain the existing traffic control and lane geometrics at the following intersections: • Driveway 1 & Central Avenue (#1) • Collier Avenue (SR-74) & Driveway 2 (#2) 1.6.2 OFF-SITE RECOMMENDATIONS All study area intersections currently operate at an acceptable LOS during the peak hours and are anticipated to continue to operate at an acceptable LOS during the peak hours under both Existing (2023) and EAP (2025) traffic conditions. As such, there are no off-site intersection improvement recommendations. 1.7 PARKING EVALUATION The Project site is currently vacant and was formerly occupied by a bank (with drive-thru) within the 4,400 square foot building. The proposed Project consists of the construction of a new Starbucks coffee shop with a drive-thru, as shown previously on Exhibit 1-2. It should be noted that the existing and future tenants share a parking agreement. The agreement includes a non-exclusive easement for that passage and parking of vehicles over and across the parking, driveways, and sidewalk areas within the tract. 1.7.1 PARKING REQUIREMENTS To demonstrate that adequate parking supply exists within the Central and Collier project, this parking assessment provides a review of the City of Lake Elsinore Municipal Code parking requirements and an estimate of the peak parking demands. Section 17.148.030 of the City of Lake Elsinore Municipal Code describes the number of parking spaces required for land uses. Section 17.148.030.E.13 identifies the minimum parking spaces required for restaurant land uses, such as the Starbucks coffee shop. According to the Municipal Code use descriptions, the proposed Starbucks business use is best described under “Restaurants and other eating, drinking, and food establishments.” Central and Collier Traffic Analysis 15560-04 TA Report 16 Table 1-3 provides a summary of the applicable City of Lake Elsinore Municipal Code parking requirements. For Restaurants, the City of Lake Elsinore Municipal Code requires 1 space per 45 square feet of customer area (1/45 SF), plus 1 space for each 200 square feet (1/200 SF) of noncustomer area. TABLE 1-3: CITY OF LAKE ELSINORE MUNICIPAL CODE PARKING REQUIREMENTS Using the City of Lake Elsinore Municipal Code parking rates, it is possible to calculate the parking requirements for the proposed Central and Collier project. As shown in Table 1-4, the proposed Central and Collier project requires 61 stalls. The proposed Project would not meet City of Lake Elsinore Municipal Code requirements. TABLE 1-4: CENTRAL AND COLLIER MUNICIPAL CODE PARKING SPACE REQUIREMENTS 1.7.2 SHARED PARKING As stated previously, the existing and future tenants share a parking agreement. The agreement includes a non-exclusive easement for that passage and parking of vehicles over and across the parking, driveways, and sidewalk areas within the tract. The shared parking area is shown on Exhibit 1-4. Based on a field review of parking conditions, the shared parking area provides sufficient parking for all the uses within the tract without negatively affecting the availability of parking to each use (see Exhibit 1-5). Use Parking Rate Description Restaurants and other eating, drinking, and food establishments 1 space per 45 SF of customer area + 1 space per 200 SF noncustomer area one space for each 45 square feet of customer area, plus one space for each 200 square feet of noncustomer area. Use Quantity1 Parking Rate2 Required Parking Proposed Parking Meets Requirement Customer3 2,129 SF 1 per 45 SF 47 Noncustomer 2,768 SF 1 per 200 SF 14 Total 61 42 No 1 Based on the August 23, 2023 site plan, prepared by Urban Dwell Architects. 2 Based on the City of Lake Elsinore Municipal Code Section 17.148.030. 3 Quantity includes 497 SF of outdoor seating area. Central and Collier Traffic Analysis 15560-04 TA Report 17 EXHIBIT 1-4: SHARED PARKING AGREEMENT Central and Collier Traffic Analysis 15560-04 TA Report 18 EXHIBIT 1-5: EXISTING PARKING CONDITIONS 1.7.3 CONCLUSIONS The Project site is currently vacant and was formerly occupied by a bank (with drive-thru) within the 4,400 square foot building. The proposed Project consists of the construction of a new Starbucks coffee shop with a drive-thru, located at 18295 Collier Avenue, in the City of Lake Elsinore. Based on the City of Lake Elsinore parking requirements of 1 space per 45 SF (1/45 SF) of customer area plus 1 space per 200 SF (1/200 SF) of noncustomer area, the proposed Central and Collier project will require a total of 61 parking stalls. The proposed Project will provide 42 parking stalls. Our evaluation indicates that the proposed parking stalls would not meet parking requirements. However, the existing and future tenants share a parking agreement. The agreement includes a non-exclusive easement for that passage and parking of vehicles over and across the parking, driveways, and sidewalk areas within the tract. The shared parking area provides sufficient parking for all the uses within the tract without negatively affecting the availability of parking to each use. Central and Collier Traffic Analysis 15560-04 TA Report 19 1.8 DRIVE-THRU EVALUATION The Project site is currently vacant and was formerly occupied by a bank (with drive-thru) within the 4,400 square foot building. The proposed Project consists of the construction of a new Starbucks coffee shop with a drive-thru, as shown on Exhibit 1-6. EXHIBIT 1-6: PRELMINARY SITE PLAN WITH VEHICLE STACKING 1.8.1 DRIVE-THRU LANE The proposed Central and Collier Circulation Plan, prepared by Urban Dwell Architects, indicates that the Starbuck drive-thru lane will provide storage capacity for 11 vehicles (see Exhibit 1-6). It should be noted that approximately 20 to 25 feet per vehicle is an industry standard used to estimate the length needed for a queued vehicle. However, since the drive-thru operations involve relatively low speeds, a slightly shorter distance between vehicles is often observed. This can result in allowing more vehicles to queue in a given length. While a reduced queue length is appropriate, this analysis relies on a more conservative vehicle length of 25 feet per queued vehicle. Central and Collier Traffic Analysis 15560-04 TA Report 20 1.8.2 DRIVE-THRU REQUIREMENTS To demonstrate that adequate space exists within the drive-thru, this queuing assessment provides a review of the City of Lake Elsinore Municipal Code queuing requirements. Section 17.148.060 of the City of Lake Elsinore Municipal Code describes the drive-thru facilities requirements and are listed below: • A drive-through lane with minimum storage for eight vehicles shall be provided at 20 feet per vehicle. • The drive-through lane shall be designed such that it will not interfere with free and orderly circulation of the parking lot. • The drive-through lane shall not encroach upon or block driveways or parking spaces and shall be separated from adjoining driveways, parking spaces, and property lines by a landscaped planter a minimum of five feet in width. As shown on Exhibit 1-6, the drive-thru provides sufficient space behind the menu board for at least 11 vehicles. As noted previously, this analysis relies on a more conservative vehicle length of 25 feet per queued vehicle. Additional vehicles are likely able to queue within the drive-thru lane. The proposed Project meets the minimum storage as identified in the City of Lake Elsinore Municipal Code. 1.8.3 REFERENCE DRIVE-THRU LANE DATA COLLECTION To evaluate the proposed drive-thru configuration, Urban Crossroads, Inc. collected drive-thru queuing data at a reference Starbucks location (32271 Mission Trail, Lake Elsinore). Table 1 presents the existing weekday drive-thru queuing data for the breakfast and lunch conditions. The reference queueing data includes a count of each vehicle entering the drive-thru lane during peak breakfast and lunch activity. In addition, the counts describe the total number of vehicles queued in the drive-thru lane at any time. This includes vehicles queued at the pickup window, cashier window, and order board. TABLE 1-5: REFERENCE DRIVE-THRU QUEUEING DATA SUMMARY For the Starbucks drive-thru lane, Table 1-5 shows that the peak observed vehicle queue lengths ranged from 6 to 11 vehicles. The average vehicle queue at the reference Starbucks location ranged from 3 to 5 vehicles. The maximum number of total vehicles observed in the drive-thru never exceeded 11 vehicles. 1.8.4 DRIVE-THRU QUEUING ANALYSIS Since the proposed Central and Collier Circulation Plan provides a drive-thru storage capacity of 11 vehicles for the proposed Starbucks, the proposed drive-thru lane will accommodate the reference average queue length of 5 vehicles. At no time does the existing or reference peak queue exceed a maximum of 11 vehicles. Location Average Vehicle Queue Peak Vehicle Queue AM (7am-9am) MD (11am-1pm) AM (7am-9am) MD (11am-1pm) Starbucks1 5 3 11 6 1 Based on counts collected at the Starbucks located at 32271 Mission Trail on Wednesday, October 18, 2023 (Appendix A). For the Starbucks drive-thru lane, Table 1 shows that the peak observed vehicle queue lengths ranged from 6 to 11 vehicles. The average vehicle queue at the reference Starbucks location ranged from 3 to 5 vehicles. The maximum number of total vehicles observed in the drive-thru never exceeded 11 vehicles. Central and Collier Traffic Analysis 15560-04 TA Report 21 The Starbucks drive-thru queuing analysis demonstrates that the maximum vehicle queue of 11 vehicles can be accommodated within the drive-thru. The site plan provides adequate drive-thru storage capacity to serve the average queue length of 5 vehicles within the drive-thru lane. During peak drive-thru demands, the site plan can accommodate a total of 11 vehicles within the drive-thru, which meets the anticipated peak queue. 1.8.5 CONCLUSIONS The proposed Project consists of the construction of a new Starbucks coffee shop with a drive-thru, located at 18295 Collier Avenue, in the City of Lake Elsinore. The drive-thru analysis suggests that the Project provides stacking accommodations for approximately 11 vehicles in the Starbucks drive-thru lane. Our evaluation indicates that the proposed Project meets the minimum storage as identified in the City of Lake Elsinore Municipal Code. Additionally, our evaluation suggests that the proposed drive-thru lanes for the Starbucks will provide sufficient capacity to accommodate average and peak vehicle demands for the proposed Central and Collier development. As such, additional traffic management measures to support on-site circulation are not recommended. Central and Collier Traffic Analysis 15560-04 TA Report 22 This Page Intentionally Left Blank Central and Collier Traffic Analysis 15560-04 TA Report 23 2 METHODOLOGIES This section of the report presents the methodologies used to perform the traffic analyses summarized in this report. The methodologies described are consistent with City of Lake Elsinore’s Traffic Study Guidelines. 2.1 LEVEL OF SERVICE Traffic operations of roadway facilities are described using the term "Level of Service" (LOS). LOS is a qualitative description of traffic flow based on several factors, such as speed, travel time, delay, and freedom to maneuver. Six levels are typically defined ranging from LOS A, representing completely free-flow conditions, to LOS F, representing breakdown in flow resulting in stop-and-go conditions. LOS E represents operations at or near capacity, an unstable level where vehicles are operating with the minimum spacing for maintaining uniform flow. 2.2 INTERSECTION CAPACITY ANALYSIS The definitions of LOS for interrupted traffic flow (flow restrained by the existence of traffic signals and other traffic control devices) differ slightly depending on the type of traffic control. The LOS is typically dependent on the quality of traffic flow at the intersections along a roadway. The 6th Edition Highway Capacity Manual (HCM) methodology expresses the LOS at an intersection in terms of delay time for the various intersection approaches. (3) The HCM uses different procedures depending on the type of intersection control. 2.2.1 SIGNALIZED INTERSECTIONS The City of Lake Elsinore requires signalized intersection operations analysis based on the methodology described in the HCM. (3) Intersection LOS operations are based on an intersection’s average control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. For signalized intersections LOS is related to the average control delay per vehicle and is correlated to a LOS designation as described in Table 2-1. Consistent with the Riverside County CMP, a saturation flow rate of 1900 vehicles per hour green per lane (vphgpl) has been utilized for all intersections for all scenarios. The traffic modeling and signal timing optimization software package Synchro (Version 11) has been utilized to analyze signalized intersections. Synchro is a macroscopic traffic software program that is based on the signalized intersection capacity analysis as specified in the HCM. Macroscopic level models represent traffic in terms of aggregate measures for each movement at the study intersections. Equations are used to determine measures of effectiveness such as delay and queue length. The level of service and capacity analysis performed by Synchro takes into consideration optimization and coordination of signalized intersections within a network. Central and Collier Traffic Analysis 15560-04 TA Report 24 TABLE 2-1: SIGNALIZED INTERSECTION LOS THRESHOLDS The peak hour traffic volumes have been adjusted using a peak hour factor (PHF) to reflect peak 15- minute volumes. Customary practice for LOS analysis is to use a peak 15-minute rate of flow. However, flow rates are typically expressed in vehicles per hour. The PHF is the relationship between the peak 15-minute flow rate and the full hourly volume (e.g., PHF = [Hourly Volume] / [4 x Peak 15- minute Flow Rate]). The use of a 15-minute PHF produces a more detailed analysis as compared to analyzing vehicles per hour. Existing PHFs have been used for all analysis scenarios. Per the HCM, PHF values over 0.95 often are indicative of high traffic volumes with capacity constraints on peak hour flows while lower PHF values are indicative of greater variability of flow during the peak hour. (3) Description Average Control Delay (Seconds), V/C ≤ 1.0 Level of Service, V/C ≤ 1.01 Operations with very low delay occurring with favorable progression and/or short cycle length.0 to 10.00 A Operations with low delay occurring with good progression and/or short cycle lengths.10.01 to 20.00 B Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear. 20.01 to 35.00 C Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable. 35.01 to 55.00 D Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay. 55.01 to 80.00 E Operation with delays unacceptable to most drivers occurring due to over saturation, poor progression, or very long cycle lengths. 80.01 and up F Source: HCM, 6th Edition 1 If V/C is greater than 1.0 then LOS is F per HCM. Central and Collier Traffic Analysis 15560-04 TA Report 25 2.2.2 UNSIGNALIZED INTERSECTIONS The City of Lake Elsinore requires the operations of unsignalized intersections be evaluated using the methodology described in the HCM. (3) The LOS rating is based on the weighted average control delay expressed in seconds per vehicle (see Table 2-2). At two-way or side-street stop-controlled intersections, LOS is calculated for each controlled movement and for the left turn movement from the major street, as well as for the intersection as a whole. For approaches composed of a single lane, the delay is computed as the average of all movements in that lane. Delay for the intersection is reported for the worst individual movement at a two-way stop-controlled intersection. For all-way stop controlled intersections, LOS is computed for the intersection as a whole (average delay). TABLE 2-2: UNSIGNALIZED INTERSECTION LOS THRESHOLDS 2.3 TRAFFIC SIGNAL WARRANT ANALYSIS METHODOLOGY The term "signal warrants" refers to the list of established criteria used by the California Department of Transportation (Caltrans) and other public agencies to quantitatively justify or determine the potential need for installation of a traffic signal at an otherwise unsignalized intersection. This TA uses the signal warrant criteria presented in the latest edition of the Caltrans California Manual on Uniform Traffic Control Devices (CA MUTCD). (4) The signal warrant criteria for Existing study area intersections are based upon several factors, including volume of vehicular and pedestrian traffic, frequency of accidents, and location of school areas. The CA MUTCD indicates that the installation of a traffic signal should be considered if one or more of the signal warrants are met. (4) Specifically, this TA utilizes the Peak Hour Volume-based Warrant 3 as the appropriate representative traffic signal warrant analysis for existing traffic conditions and for all future analysis scenarios for existing unsignalized intersections. Warrant 3 is appropriate to use for this TA because it provides specialized warrant criteria for intersections with rural characteristics. For the purposes of this study, the speed limit was the basis for determining whether Urban or Rural warrants were used for a given intersection. Urban warrants have been used as posted speed limits on the major roadways with unsignalized intersections are 40 miles per hour or below and rural warrants have been used where speeds exceed 40 miles per hour. Description Average Control Delay (Seconds), V/C ≤ 1.0 Level of Service, V/C ≤ 1.01 Little or no delays.0 to 10.00 A Short traffic delays.10.01 to 15.00 B Average traffic delays.15.01 to 25.00 C Long traffic delays.25.01 to 35.00 D Very long traffic delays.35.01 to 50.00 E Extreme traffic delays with intersection capacity exceeded.>50.00 F Source: HCM, 6th Edition 1 If V/C is greater than 1.0 then LOS is F per HCM. Central and Collier Traffic Analysis 15560-04 TA Report 26 Future intersections that do not currently exist have been assessed regarding the potential need for new traffic signals based on future average daily traffic (ADT) volumes, using the Caltrans planning level ADT-based signal warrant analysis worksheets. Similarly, the speed limit has been used as the basis for determining the use of Urban and Rural warrants. Traffic signal warrant analyses were performed for the following study area intersection shown in Table 2-3: TABLE 2-3: TRAFFIC SIGNAL WARRANT ANALYSIS LOCATIONS Although unsignalized, the intersection of Collier Avenue (SR-74) & Driveway 2 is restricted access (right-in/right-out only). As such, traffic signal warrants have not been evaluated for this intersection. The Existing conditions traffic signal warrant analysis is presented in the subsequent section, Section 3 Area Conditions of this report. The traffic signal warrant analyses for future conditions are presented in Section 5 EAP (2025) Traffic Conditions of this report. It is important to note that a signal warrant defines the minimum condition under which the installation of a traffic signal might be warranted. Meeting this threshold condition does not require that a traffic control signal be installed at a particular location, but rather, that other traffic factors and conditions be evaluated in order to determine whether the signal is truly justified. It should also be noted that signal warrants do not necessarily correlate with LOS. An intersection may satisfy a signal warrant condition and operate at or above acceptable LOS or operate below acceptable LOS and not meet a signal warrant. 2.4 MINIMUM ACCEPTABLE LEVELS OF SERVICE (LOS) The City of Lake Elsinore has established LOS D as the minimum level of service for its intersections. Therefore, any intersection operating at LOS E or F will be considered deficient for the purposes of this analysis. 2.5 DEFICIENCY CRITERIA The criteria outlined below should be used to define when the Project has caused or contributed to an LOS deficiency: • When existing traffic conditions exceed the General Plan target LOS (e.g., LOS D or better). • When project traffic, added to existing traffic, will deteriorate the LOS to below the target LOS, and deficiencies cannot be improved through project conditions of approval. • When cumulative traffic exceeds the target LOS, and deficiencies cannot be improved through the Transportation Uniform Mitigation Fee (TUMF) network (or other funding mechanism), project conditions of approval, or other implementation mechanism. #Intersection 1 Driveway 1 & Central Av. Central and Collier Traffic Analysis 15560-04 TA Report 27 3 AREA CONDITIONS This section provides a summary of the existing circulation network, the City of Lake Elsinore General Plan Circulation Network, and the resulting intersection operations and traffic signal warrant analyses. 3.1 EXISTING CIRCULATION NETWORK Pursuant to the agreement with City of Lake Elsinore staff (Appendix 1.1), the study area includes a total of 2 existing and future intersections as shown previously on Exhibit 1-3. Exhibit 3-1 illustrates the study area intersections located near the proposed Project and identifies the number of through traffic lanes for existing roadways and intersection traffic controls. 3.2 CITY OF LAKE ELSINORE GENERAL PLAN CIRCULATION ELEMENT Exhibit 3-2 shows the City of Lake Elsinore General Plan Circulation Element and Exhibit 3-3 illustrates the City of Lake Elsinore General Plan roadway cross-sections. Urban Arterials are six-lane divided roadways (typically divided by a raised median or painted two- way turn-lane) with a 120-foot right-of-way. These roadways serve both regional through-traffic and inter-city traffic and typically direct traffic onto and off-of the freeways. The following study area roadway within the City of Lake Elsinore is classified as an Urban Arterial: • Collier Avenue (SR-74), north of Central Street Major Roadways are four-lane roadways and may include a painted median. These roadways typically have a 100-foot right-of-way. These roadways typically direct traffic through major development areas. The following study area roadways within the City of Lake Elsinore are classified as a Major Roadway: • Central Avenue, west of Collier Avenue (SR-74) Central and Collier Traffic Analysis 15560-04 TA Report 28 EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS Central and Collier Traffic Analysis 15560-04 TA Report 29 EXHIBIT 3-2: CITY OF LAKE ELSINORE GENERAL PLAN CIRCULATION ELEMENT Central and Collier Traffic Analysis 15560-04 TA Report 30 EXHIBIT 3-3: COUNTY OF RIVERSIDE GENERAL PLAN ROADWAY CROSS-SECTIONS Central and Collier Traffic Analysis 15560-04 TA Report 31 3.3 BICYCLE & PEDESTRIAN FACILITIES Exhibit 3-4 illustrates the City of Lake Elsinore General Plan bicycle facilities. There are existing Class II bicycle facilities along portions of Collier Avenue. There are also planned Class II bicycle facilities along Collier Avenue for the remaining portions within the study area. Existing pedestrian facilities within the study area are shown on Exhibit 3-5. As shown on Exhibit 3-5, there are existing pedestrian facilities in the vicinity of the Project site that provide access to the adjacent areas and developments. Field observations and traffic counts conducted in 2023 indicate moderate pedestrian and bicycle activity within the study area. 3.4 TRANSIT SERVICE The study area within the City of Lake Elsinore is currently served by Riverside Transit Agency (RTA), a public transit agency serving various jurisdictions within Riverside County. Existing transit routes in the vicinity of the study area are illustrated on Exhibit 3-6. As shown on Exhibit 3-6, the existing RTA Routes 8, 9, and 206 run along Collier Avenue (SR-74). Transit service is reviewed and updated by RTA periodically to address ridership, budget, and community demand needs. Changes in land use can affect these periodic adjustments which may lead to either enhanced or reduced service where appropriate. As such, it is recommended that the Project Applicant work in conjunction with RTA to potentially extend the existing routes to accommodate bus service to the site. 3.5 EXISTING (2023) TRAFFIC COUNTS The intersection LOS analysis is based on the traffic volumes observed during the peak hour conditions using traffic count data collected in October 2023. The following peak hours were selected for analysis: • Weekday AM Peak Hour (peak hour between 7:00 AM and 9:00 AM) • Weekday PM Peak Hour (peak hour between 4:00 PM and 6:00 PM) The 2023 weekday AM and weekday PM peak hour count data is representative of typical weekday peak hour traffic conditions in the study area. There were no observations made in the field that would indicate atypical traffic conditions on the count dates, such as construction activity or detour routes and near-by schools were in session and operating on normal schedules. As such, no additional adjustments were made to the traffic counts to establish the baseline condition. The raw manual peak hour turning movement traffic count data sheets are included in Appendix 3.1. Existing weekday ADT volumes are shown on Exhibit 3-7. Where actual 24-hour tube count data was not available, Existing ADT volumes were based upon factored intersection peak hour counts collected by Urban Crossroads, Inc. using the following formula for each intersection leg: Weekday PM Peak Hour (Approach Volume + Exit Volume) x 13.50 = Leg Volume Central and Collier Traffic Analysis 15560-04 TA Report 32 EXHIBIT 3-4: CITY OF LAKE ELSINORE GENERAL PLAN BICYCLE FACILITIES Central and Collier Traffic Analysis 15560-04 TA Report 33 EXHIBIT 3-5: EXISTING PEDESTRIAN FACILITIES Central and Collier Traffic Analysis 15560-04 TA Report 34 EXHIBIT 3-6: EXISTING TRANSIT ROUTES Central and Collier Traffic Analysis 15560-04 TA Report 35 EXHIBIT 3-7: EXISTING (2023) TRAFFIC VOLUMES Central and Collier Traffic Analysis 15560-04 TA Report 36 A comparison of the PM peak hour and daily traffic volumes of various roadway segments within the study area indicated that the peak-to-daily relationship is approximately 7.36 percent. As such, the above equation utilizing a factor of 13.50 estimates the ADT volumes on the study area roadway segments assuming a peak-to-daily relationship of approximately 7.36 percent (i.e., 1/0.0736 = 13.50) and was assumed to sufficiently estimate ADT volumes for planning-level analyses. Existing weekday peak hour intersection volumes are also shown on Exhibit 3-7. Existing peak hour turning movements were reviewed by Urban Crossroads for reasonableness, and in some cases, were adjusted to achieve flow conservation, reasonable growth, and reasonable diversion between parallel routes. Flow conservation checks ensure that traffic flow between two closely spaced intersections, such as two freeway ramp locations, is verified in order to make certain that vehicles leaving one intersection are entering the adjacent intersection and that there is no unexplained loss of vehicles. 3.6 INTERSECTION OPERATIONS ANALYSIS Existing peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2.2 Intersection Capacity Analysis of this report. The intersection operations analysis results are summarized in Table 3-1, which indicates that the study area intersections are currently operating at an acceptable LOS during the peak hours for Existing (2023) traffic conditions. The intersection operations analysis worksheets are included in Appendix 3.2 of this TA. TABLE 3-1: INTERSECTION ANALYSIS FOR EXISTING (2023) CONDITIONS 3.7 TRAFFIC SIGNAL WARRANTS ANALYSIS Traffic signal warrants for Existing traffic conditions are based on existing peak hour intersection turning volumes. There are no study area intersections that currently meet a traffic signal warrant under Existing (2023) traffic conditions. Existing conditions traffic signal warrant analysis worksheets are provided in Appendix 3.3. 3.8 DEFICIENCIES AND IMPROVEMENTS The study area intersections are currently operating at an acceptable LOS during the peak hours. As such, no intersection improvements have been identified. Level of Traffic Service #Intersection Control2 AM PM AM PM 1 Driveway 1 & Central Av.CSS 12.4 14.7 B B 2 Collier Av. (SR-74) & Driveway 2 CSS 13.9 15.1 B C 1 2 CSS = Cross-street Stop Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. HCM delay reported in seconds. Delay1 (secs.) Central and Collier Traffic Analysis 15560-04 TA Report 37 4 PROJECTED FUTURE TRAFFIC This section presents the traffic volumes estimated to be generated by the Project, as well as the Project’s trip assignment onto the study area roadway network. A preliminary site plan for the proposed Project is shown previously on Exhibit 1-2. The proposed Project includes the construction of a new Starbucks coffee shop within an existing shell lease space. Construction activities will include new custom poly signage, new drive-thru equipment, landscape patch and infill, new trash enclosure, new drive-thru window, new roof membrane and mechanical equipment, addition of exterior patio furniture, new interior partition walls, new restroom, new beverage preparation equipment, new casework, new floor finishes, new wall finishes, new ceiling, new lighting, new heating ventilation and air conditioning diffusers, and new trench existing concrete slab for plumbing and electric. The preliminary site plan for the proposed Project is shown on Exhibit 1-1. The site was formerly occupied by a bank (with drive-thru) within the 4,400 square foot building. The use is currently vacant. The Project is located within the existing Oak Grove Crossing Shopping Center. There are no changes proposed to the existing access to the center, and the site is currently served by a single access point on Collier Avenue and three access points along Central Avenue. Regional access to the Project site is available from the I-15 Freeway via the Central Avenue (SR-74) interchange. 4.1 PROJECT TRIP GENERATION 4.1.1 EXISTING USE In order to develop the traffic characteristics of the existing use, trip-generation statistics published in the ITE Trip Generation Manual (11th Edition, 2021) was used to estimate the trip generation for the existing 4,400 square foot bank. Table 4-1 summarizes the trip generation rates for the existing land use. Pass-by trip reduction percentages have been obtained from the ITE Trip Generation Manual (11th Edition, 2021). Pass-by trips account for trips that are currently on the existing roadway network that would stop by a destination on the way to their ultimate destination (e.g., stopping at the bank, pharmacy, dry cleaners, etc. on the way to work or school). Internal capture is a percentage reduction that can be applied to the trip generation estimates for individual land uses to account for trips internal within a shopping center (trips that travel between uses without leaving the site). In other words, trips could be made between the prior bank use with other uses in the center which include Target, nail salon, dental office, restaurant, and ice cream shop, by either by walking or using internal roadways without using external streets (Collier Avenue and Central Avenue). A separate internal capture trip reduction has not been considered and is instead assumed to be captured in the ITE pass-by trip reductions applied. ITE identifies a pass-by trip reduction of 29% during the weekday AM peak hour and 35% during the weekday PM peak hour for a bank with drive-thru window. The existing use is estimated to generate a total of 286 two-way trips per day on a typical weekday with approximately 34 AM peak hour trips and 60 PM peak hour trips as shown in Table 4-1. Central and Collier Traffic Analysis 15560-04 TA Report 38 TABLE 4-1: EXISTING TRIP GENERATION 4.1.2 PROPOSED PROJECT In order to develop the traffic characteristics of the proposed Project, trip-generation statistics published in the ITE Trip Generation Manual (11th Edition, 2021) was used to estimate the trip generation for the proposed 4,400 square foot Starbucks coffee shop with drive-thru. Table 4-2 summarizes the trip generation rates for the proposed Project. Similar to the existing use, pass-by trip reduction percentages have been obtained from the ITE Trip Generation Manual (11th Edition, 2021) for the proposed use. Separate internal capture trip reductions have not been considered and are instead assumed to be captured in the ITE pass-by trip reductions applied. ITE identifies a pass-by trip reduction of 50% during the weekday AM peak hour and 55% during the weekday PM peak hour for a fast-food restaurant with drive-through window (ITE Land Use Code 934). The existing use is estimated to generate a total of 1,056 two-way trips per day on a typical weekday with approximately 192 AM peak hour trips and 78 PM peak hour trips as shown in Table 2. TABLE 4-2: PROPOSED PROJECT TRIP GENERATION ITE Land Use1 Code Units2 In Out Total In Out Total Daily Bank with Drive-Through 912 TSF 5.77 4.18 9.95 10.51 10.50 21.01 100.35 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet Land Use Quantity Units In Out Total In Out Total Daily Bank with Drive-Through 4.40 TSF 25 18 44 46 46 92 442 Pass-by/Internal Trip Reduction (29% = AM; 35% = PM/Daily)-5 -5 -10 -16 -16 -32 -156 Existing Trips 20 13 34 30 30 60 286 AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ITE Land Use1 Code Units2 In Out Total In Out Total Daily Coffee/Donut Shop with Drive-Through 937 TSF 43.80 42.08 85.88 19.50 19.50 38.99 533.57 1 Trip Generation & Vehicle Mix Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet Land Use Quantity Units1 In Out Total In Out Total Daily Starbucks with Drive-Through 4.40 TSF 193 185 378 86 86 172 2,348 Pass-by/Internal Trip Reduction (50% = AM; 55% = PM/Daily)-93 -93 -186 -47 -47 -94 -1,292 Proposed Project Trips 100 92 192 39 39 78 1,056 1 TSF = thousand square feet 2 Pass-by reduction consistent with ITE Land Use Code 934 (Fast-Food Restaurant with Drive-Thru Window). AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Central and Collier Traffic Analysis 15560-04 TA Report 39 4.1.3 TRIP GENERATION COMPARISON As shown in Table 4-3, the proposed Project is anticipated to generate a net increase of 770 two-way trips per day with a net increase of 158 AM peak hour trips and 18 PM peak hour trips as compared to the previous use (bank). The trip generation comparison is provided for informational purposes only since the existing use is currently vacant, and therefore not currently generating any trips. As such, the trip generation presented in Table 4-2 has been utilized for the operations analysis. TABLE 4-3: TRIP GENERATION COMPARISON 4.2 PROJECT TRIP DISTRIBUTION The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Project site. The trip distribution pattern is heavily influenced by the geographical location of the site, the location of surrounding uses, and the proximity to the regional freeway system. The Project trip distribution patterns are shown on Exhibit 4-1. 4.3 MODAL SPLIT The potential for Project trips to be reduced by the use of public transit, walking or bicycling have not been included as part of the Project’s estimated trip generation. Essentially, the Project’s traffic projections are "conservative" in that these alternative travel modes would reduce the forecasted traffic volumes. 4.4 PROJECT TRIP ASSIGNMENT The assignment of traffic from the Project area to the adjoining roadway system is based upon the Project trip generation, trip distribution, and the arterial highway and local street system improvements that would be in place by the time of initial occupancy of the Project. Based on the identified Project traffic generation and trip distribution patterns, Project weekday ADT and peak hour intersection turning movement volumes are shown on Exhibit 4-2. Land Use In Out Total In Out Total Daily Existing Use 20 13 34 30 30 60 286 Proposed Project 100 92 192 39 39 78 1,056 Net Change in Trips 80 79 158 9 9 18 770 AM Peak Hour PM Peak Hour Central and Collier Traffic Analysis 15560-04 TA Report 40 EXHIBIT 4-1: PROJECT TRIP DISTRIBUTION Central and Collier Traffic Analysis 15560-04 TA Report 41 EXHIBIT 4-2: PROJECT ONLY TRAFFIC VOLUMES Central and Collier Traffic Analysis 15560-04 TA Report 42 4.5 BACKGROUND TRAFFIC Future year traffic forecasts have been based upon background (ambient) growth at 1% per year, compounded annually, for 2025 traffic conditions. The total ambient growth is 2.01% for 2025 traffic conditions. The ambient growth factor is intended to approximate regional traffic growth. This ambient growth rate is added to existing traffic volumes to account for area-wide growth not reflected by cumulative development projects. Ambient growth has been added to daily and peak hour traffic volumes on surrounding roadways, in conjunction with traffic generated by the development of future projects that have been approved but not yet built and/or for which development applications have been filed and are under consideration by governing agencies. 2025 traffic volumes are provided in Section 5 of this report. The traffic generated by the proposed Project was then manually added to the base volume to determine With Project forecasts. The near-term traffic analysis includes the following traffic conditions, with the various traffic components: • Existing Plus Ambient Growth Plus Project (2025) o Existing 2023 counts o Ambient growth traffic (2.01%) o Project traffic Central and Collier Traffic Analysis 15560-04 TA Report 43 5 EAP (2025) TRAFFIC CONDITIONS This section discusses the traffic forecasts for EAP (2025) conditions and the resulting intersection operations and traffic signal warrant analyses. 5.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for EAP (2025) conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following: • Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for EAP (2025) conditions (e.g., intersection and roadway improvements at the Project’s frontage and driveways). 5.2 EAP (2025) GROWTH TRAFFIC VOLUME FORECASTS This scenario includes Existing (2023) traffic volumes plus an ambient growth factor of 2.01% and the addition of Project traffic. The weekday ADT volumes and peak hour volumes which can be expected for EAP (2025) traffic conditions are shown on Exhibit 5-1. 5.3 INTERSECTION OPERATIONS ANALYSIS EAP (2025) peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TA. The intersection analysis results are summarized in Table 5-1 for EAP (2025) traffic conditions, which indicates that the study area intersections are anticipated to continue to operate at an acceptable LOS during the peak hours under EAP (2025) traffic conditions. The intersection operations analysis worksheets for EAP (2025) traffic conditions are included in Appendix 5.1 of this TA. TABLE 5-1: INTERSECTION ANALYSIS FOR EAP (2025) CONDITIONS Level of Level of Service Service AM PM AM PM AM PM AM PM 1 Driveway 1 & Central Av.TS 12.4 14.7 B B 15.7 16.7 C C 2 Collier Av. (SR-74) & Driveway 2 TS 13.9 15.1 B C 15.2 16.0 C C 1 2 CSS = Cross-street Stop Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. HCM delay reported in seconds. # Existing (2023)EAP (2025) Intersection Traffic Control2 Delay 1 (secs.) Delay1 (secs.) Central and Collier Traffic Analysis 15560-04 TA Report 44 EXHIBIT 5-1: EAP (2025) TRAFFIC VOLUMES Central and Collier Traffic Analysis 15560-04 TA Report 45 5.4 TRAFFIC SIGNAL WARRANTS ANALYSIS There are no unsignalized study area intersections anticipated to meet a traffic signal warrant under EAP (2025) conditions (see Appendix 5.2). 5.5 DEFICIENCIES AND IMPROVEMENTS The study area intersections are anticipated to continue to operate at an acceptable LOS during the peak hours. As such, no intersection improvements have been identified. Central and Collier Traffic Analysis 15560-04 TA Report 46 This Page Intentionally Left Blank Central and Collier Traffic Analysis 15560-04 TA Report 47 6 LOCAL AND REGIONAL FUNDING MECHANISMS Transportation improvements within the City of Lake Elsinore are funded through a combination of improvements constructed by the Project, development impact fee programs or fair share contributions. Fee programs applicable to the Project are described below. 6.1 CITY OF LAKE ELOSINORE DEVELOPMENT IMPACT FEE (DIF) PROGRAM Transportation improvements throughout the City of Lake Elsinore are funded through a combination of project improvements, fair share contributions or development impact fee programs, such as the Western Riverside Council of Governments (WRCOG) TUMF program or the City’s Transportation Impact Fee (TIF) program. Identification and timing of needed improvements is generally determined through local jurisdictions based upon a variety of factors. These fees are collected as part of a funding mechanism aimed at ensuring that regional highways and arterial expansions keep pace with the projected vehicle trip increases. Fees from new residential, commercial and industrial development are collected to fund local facilities. Under the City’s TIF program, the City may grant to developers a credit against specific components of fees when those developers construct certain facilities and landscaped medians identified in the list of improvements funded by the TIF program. The timing to use the TIF fees is established through periodic capital improvement programs which are overseen by the City’s Engineering Department. Periodic traffic counts, review of traffic accidents, and a review of traffic trends throughout the City are also periodically performed by City staff and consultants. The City uses this data to determine the timing of the improvements listed in its facilities list. The City also uses this data to ensure that the improvements listed on the facilities list are constructed before the LOS falls below the LOS performance standards adopted by the City. In this way, the improvements are constructed before the LOS falls below the City’s LOS performance thresholds. The City’s TIF program establishes a timeline to fund, design, and build the improvements. 6.2 RIVERSIDE COUNTY TRANSPORTATION UNIFORM MITIGATION FEE (TUMF) The TUMF program is administered by the WRCOG based upon a regional Nexus Study most recently updated in 2016 to address major changes in right of way acquisition and improvement cost factors. (5) This regional program was put into place to ensure that development pays its fair share, and that funding is in place for construction of facilities needed to maintain the requisite level of service and critical to mobility in the region. TUMF is a truly regional mitigation fee program and is imposed and implemented in every jurisdiction in Western Riverside County. 6.3 MEASURE A Measure A, Riverside County's half-cent sales tax for transportation, was adopted by voters in 1988 and extended in 2002. It will continue to fund transportation improvements through 2039. Measure A funds a wide variety of transportation projects and services throughout the County. RCTC is responsible for administering the program. Measure A dollars are spent in accordance with a voter- approved expenditure plan that was adopted as part of the 1988 election. Central and Collier Traffic Analysis 15560-04 TA Report 48 This Page Intentionally Left Blank Central and Collier Traffic Analysis 15560-04 TA Report 49 7 REFERENCES 1. City of Lake Elsinore. Traffic Impact Analysis Preparation Guide. City of Lake Elsinore : s.n., June 2020. 2. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition. 2021. 3. Transportation Research Board. Highway Capacity Manual (HCM). 6th Edition. s.l. : National Academy of Sciences, 2016. 4. California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). [book auth.] California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). 2014, Updated March 30, 2021 (Revision 6). 5. Western Riverside Council of Governments. TUMF Nexus Study, 2016 Program Update. July 2017. Central and Collier Traffic Analysis 15560-04 TA Report 50 This page intentionally left blank NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Planning Commission of the City of Lake Elsinore, California, will hold a Public Hearing on January 16, 2024, at the Lake Elsinore Cultural Center, 183 North Main Street, Lake Elsinore, California, 92530, at 6:00 p.m., or as soon thereafter as the matter may be heard, to consider the following: Planning Application No. 2023-15 (Starbucks – Collier Ave): A request by Matthew Rocktashel, Urban Dweller Architects, requesting approval of a Conditional Use Permit (CUP No. 2023-06 ) to permit the operation of a drive -through and an outdoor dining area in connection with the establishment of a Starbucks coffee shop. The project also includes a minor Commercial Design Review (CDR No. 2023-04) for minor onsite modifications related to the existing 4,400 square foot building’s size, exterior elevations, parking lot layout, site circulation, and landscaping. The project site is located on an approximately 0.96-acre site within the General Commercial (C- 2) District at 18295 Collier Ave. (APN: 377 -120-057). The proposed project is exempt from California Environmental Quality Act (CEQA), pursuant to 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 15301 (Class 1: Existing Facilities). ALL INTERESTED PERSONS are invited to submit written information, express opinions or otherwise submit written evidence by email to dlongoria@Lake -Elsinore.org. If you wish to legally challenge any action taken by the City on the above matter, you may be limited to raising only those issues you or someone else at the Public Hearing described in this notice, or in written correspondence delivered to the City prior to or at the Public Hearing. If you require accommodation to participate in a Public Hearing, please contact the Administrative Secretary at (951) 674-3124 ext. 297. All Agenda materials are available for review on the City’s website at www.lake-elsinore.org the Friday before the Public Hearing. FURTHER INFORMATION on this item may be obtained by contacting Carlos Serna, Associate Planner in the Planning Division at cserna@lake-elsinore.org or (951) 674-3124, ext. 916. Damaris Abraham, Assistant Community Development Director PC NOPH PA 2023-15 (Starbucks - Collier Ave) - Page 1 of 1 3512 14 Street Riverside, California 92501 (951) 368-9229 neller@scng.com City of Lake Elsinore 130 South Main Street Lake Elsinore, California 92530 Account Number:5209153 Ad Order Number:0011640822 Customer's Reference/PO Number: Publication:The Press-Enterprise Publication Dates:01/05/2024 Total Amount:$327.72 Payment Amount:$0.00 Amount Due:$327.72 Notice ID:QfXGJd4GXrWNDGKFWDcE Invoice Text:[https://res.cloudinary.com/dgqq2xsfd/image/upload/enotice- production/exports/1704238029009/image001.jpg] NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Planning Commission of the City of Lake Elsinore, California, will hold a Public Hearing on January 16, 2024, at the Lake Elsinore Cultural Center, 183 North Main Street, Lake Elsinore, California, 92530, at 6:00 p.m., or as soon thereafter as the matter may be heard, to consider the following: Planning Application No. 2023-15 (Starbucks – Collier Ave): A request by Matthew Rocktashel, Urban Dweller Architects, requesting approval of a Conditional Use Permit (CUP No. 2023-06) to permit the operation of a drive-through and an outdoor dining area in connection with the establishment of a Starbucks coffee shop. The project also includes a minor Commercial Design Review (CDR No. 2023-04) for minor onsite modifications related to the existing 4,400 square foot building’s size, exterior elevations, parking lot layout, site circulation, and landscaping. The project site is located on an approximately 0.96-acre site within the General Commercial (C- 2) District at 18295 Collier Ave. (APN: 377-120-057). The proposed project is exempt from California Environmental Quality Act (CEQA), pursuant to 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 15301 (Class 1: Existing Facilities). ALL INTERESTED PERSONS are invited to submit written information, express opinions or otherwise submit written evidence by email to dlongoria@Lake-Elsinore.org . If you wish to legally challenge any action taken by the City on the above matter, you may be limited to raising only those issues PC NOPH PA 2023-15 (Starbucks - Collier Ave) - Page 1 of 1 The Press-Enterprise 3512 14 Street Riverside, California 92501 (951) 368-9229 City of Lake Elsinore 130 South Main Street Lake Elsinore, California 92530 Publication: The Press-Enterprise PROOF OF PUBLICATION OF Ad Desc: 0011640822 FILE NO. 0011640822 PROOF OF PUBLICATION I am a citizen of the United States. I am over the age of eighteen years and not party to or interested in the above- entitled matter. I am an authorized representative of THE PRESS- ENTERPRISE, a newspaper of general circulation, printed and published daily in the County of Riverside, and which newspaper has been adjudicated a newspaper of general circulation by the Superior Court of the County of Riverside, State of California, under date of April 25, 1952, Case Number 54446, under date of March 29, 1957, Case Number 65673, under date of August 25, 1995, Case Number 267864, and under date of September 16, 2013, Case Number RIC 1309013; that the notice, of which the annexed is a printed copy, has been published in said newspaper in accordance with the instructions of the person(s) requesting publication, and not in any supplement thereof on the following dates, to wit: 01/05/2024 I certify (or declare) under the penalty of perjury that the foregoing is true and correct. Date: January 5, 2024. At: Riverside, California ______________________________ Signature