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HomeMy WebLinkAboutItem No. 15 - NOC PC PA No. 2020-107 Tommy's Espress CarwashCity Council Agenda Report City of Lake Elsinore 130 South Main Street Lake Elsinore, CA 92530 www.lake-elsinore.org File Number: ID# 22-015 Agenda Date: 1/11/2022 Status: Approval FinalVersion: 2 File Type: Council Consent Calendar In Control: City Council / Successor Agency Agenda Number: 15) Notice of Decision - Planning Commission Denial of Planning Application No. 2020-107 (Tommy’s Express Carwash) requesting to Demolish a Vacant Coco’s Bakery & Restaurant Building and Construct a new 5,243 sq. ft. Automated Self-Serve Carwash located at 31706 Casino Drive Receive and File the Notice of Decision for Planning Application No. 2020-107 acted on by the Planning Commission on December 21, 2021. The Planning Commission by a 4-1 vote: 1.Denied Conditional Use Permit No. 2020-18 and Commercial Design Review No. 2020-29. Page 1 City of Lake Elsinore Printed on 1/6/2022 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, Senior Planner Date: January 11, 2022 Subject: Notice of Decision – Planning Commission Denial of Planning Application No. 2020-107 (Tommy’s Express Carwash) requesting to demolish a vacant Coco’s Bakery & Restaurant building and construct a new 5,243 sq. ft. automated self-serve carwash located at 31706 Casino Drive Applicant: William Matzuy, Matzuy, and Associates Recommendation Receive and File the Notice of Decision for Planning Application No. 2020-107 acted on by the Planning Commission on December 21, 2021. The Planning Commission by a 4-1 vote: 1. Denied Conditional Use Permit No. 2020-18 and Commercial Design Review No. 2020- 29. 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 17.410.100.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. Background Planning Application No. 2020-107 (Conditional Use Permit No. 2020-18 and Commercial Design Review No. 2020-29) proposes to demolish an existing approximately 6,430 sq. ft. vacant Coco’s Bakery & Restaurant building and construct a new automated 5,243 sq. ft. automated Tommy’s self-serve express carwash building on an approximately 1.176-acre site. The project will provide 21 total parking spaces that include 12 vacuum stalls and nine (9) regular parking stalls. The proposed project is located within an existing shopping center near the southeastern corner of Casino Drive and Diamond Drive, more specifically 31706 Casino Drive (APN: 363-171-005- 6). PA 2020-107 (Tommy’s Express Carwash) City Council Receive & File Report: 01/11/2022 Page 2 of 2 The project was originally heard by the Planning Commission on November 2, 2021. At the November 2, 2021, Planning Commission meeting, the Planning Commission expressed concern about the architectural elevations of the proposed project and its compatibility with the surrounding area. The Planning Commission then continued the project to November 16, 2021, and subsequently to the December 7th and 21st, 2021 Planning Commission meetings to allow the applicant additional time to revise the architectural elevations. At the December 21, 2021, Planning Commission meeting, the applicant presented revised architectural elevations proposed for the project that included changing building material elevations to stucco to match the neighboring shopping center (changed from the previous metal panel design), using cultured Stone Veneer in place of standard split-face CMU, and revising building material colors to match the neighboring shopping center (end walls designed in “Beige” and “Adobe” Colors). The Planning Commission noted that although there were some improvements made on the revised elevations submitted, the revisions were not substantive enough and did not address the Planning Commission’s concern about the proposed project’s architectural elevations and compatibility with the surrounding area. The Planning Commission denied the project with a 4-1 vote. The draft minutes of December 21, 2021, Planning Commission meeting is attached as Exhibit B. Fiscal Impact The time and costs related to processing this application have been covered by fees paid for by the applicant. No General Fund budget has been allocated or used in the processing of this application. The approval of the Project does not fiscally impact the City’s General Fund. Mitigation Measures to protect the City fiscally have already been included in the Conditions of Approval. Exhibits A – Planning Commission Staff Report B – Draft December 21, 2021 PC Minutes CITY OFLi i�►c� LAKE LS I ISO E 11W DREAM EXTREME- REPORT TO PLANNING COMMISSION To: Honorable Chairman and Members of the Planning Commission From: Justin Kirk, AICP, Assistant Community Development Director Prepared by: Damaris Abraham, Senior Planner Date: December 21, 2021 Subject: Planning Application No. 2020-107 (Tommy's Express Carwash) requesting to demolish a vacant Coco's Bakery & Restaurant building and construct a new 5,243 sq. ft. automated self-serve carwash Applicant: William Matzuy, Matzuy and Associates Recommendation 1. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2020-18 TO ESTABLISH A 5,243 SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31706 CASINO DRIVE (APN: 363-171-005-6); and, 2. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2020-29 PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR A 5,243 SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31706 CASINO DRIVE (APN: 363-171-005- 6). Background At the November 2, 2021 Planning Commission meeting, the Planning Commission expressed concern about the architectural elevations of the proposed project and its compatibility with the surrounding area. The Planning Commission then continued the project to the November 16, 2021 and subsequently to the December 7th and 21 st, 2021 Planning Commission meetings to allow the applicant additional time to revise the architectural elevations. The applicant has submitted revised architectural elevations (attached as Exhibit H). Below is a summary of the changes made: • Building material elevations revised to EFIS (stucco) to match the neighboring shopping center (changed from the previous metal panel design) • RED Led Light Band Removed from Dry Back Room • Cultured Stone Veneer in place of standard split face CMU • Building material colors revised to match the neighboring shopping center o End walls designed in "Beige" and "Adobe" Colors PA 2020-107 (Tommy's Express Carwash) PC: December21, 2021 Page 2 of 5 Project Location The proposed project is located within an existing shopping center near the southeastern corner of Casino Drive and Diamond Drive, more specifically 31706 Casino Drive (APN: 363-171-005- 6). The subject parcel has been previously developed with a 6,430 sq. ft. Coco's Bakery & Restaurant and a 2,510 sq. ft. Meineke Car Care Center. The subject parcel is located within an existing larger shopping center with a shared parking and reciprocal access agreement in place. Environmental Setting EXISTING LAND GENERAL PLAN ZONING USE Project Vacant Restaurant General Commercial (GC) Neighborhood Commercial (C-1) Site Building North Gas Station & Auto General Commercial (GC) Neighborhood Commercial (C-1) Care Center South Retail/Commercial General Commercial GC Nei hborhood Commercial C-1 East Auto Care Center& General Commercial (GC) & Neighborhood Commercial (C-1) & 1-15 Freeway 1-15 Freeway 1-15 Freeway West Retail/Commercial I Commercial Mixed Use (CMU) Commercial Mixed Use CMU Table 1:Environmental Setting Project Description Planning Application No. 2020-107 (Conditional Use Permit No. 2020-18 and Commercial Design Review No. 2020-29) proposes to demolish an existing approximately 6,430 sq. ft. vacant Coco's Bakery & Restaurant building and construct a new automated 5,243 sq. ft. automated Tommy's self-serve express carwash building on an approximately 1.176-acre site. The project will provide 21 total parking spaces that include 12 vacuum stalls and nine (9) regular parking stalls. The existing a 2,510 sq. ft. Meineke Car Care Center building will remain as is and is not part of this application. The proposed project will modify the circulation pattern of the project site by removing 14 existing parking spaces located on the adjacent parcel (APN: 363-171-008) and installing 10 new parking spaces in the adjacent parcel. Architecture and Treatments The carwash building will be a single-story building with a maximum height of 28 ft. The building would incorporate architectural elements such as parapets and accent tower elements at the front and rear of the carwash tunnel. The exterior finish materials will include cultured stone veneer, stucco finish, profiled aluminum metal panel, and prefinished aluminum storefront with insulated glass. The carwash building will incorporate exterior paint colors such as beige, adobe, silver, and gray and white accent colors. Landscaping The project would include approximately 4,634 sq. ft. of landscaping, which is 15% landscape coverage of the proposed improvement area (30,750 sq.ft.). The existing planter area (pavement, curbs, gutters, trees and shrubs) along the Casino Drive will be kept in place. Damaged improvements, irrigation lines, landscape shrubs and trees will be replaced. Additional landscaping along the project's existing western drive aisle and additional ground cover along Casino Drive will be installed to provide effective screening for the project. The project is conditioned to ensure that all new landscaping will blend in with the existing shopping center. PA 2020-107 (Tommy's Express Carwash) PC: December 21, 2021 Page 3 of 5 Grading Earthwork for the site is anticipated to require 370 cubic yards of cut, 895 cubic yards of fill, and 406 cubic yards of import. Upon completion of grading activities, the improved project site pad will generally match the existing site elevation and will be approximately up to three feet above Casino Drive grade. Site Access and Street Improvements Access to the project site will be provided by an existing driveway (full ingress/egress) located on Casino Drive. The existing driveway approach and curb will be removed and reconstructed per current City standards. Casino Drive is a Major Arterial as shown on the General Plan. The applicant is required to dedicate in fee title to the City along Casino Drive adjacent to the property frontage for a total right-of-way of 50 feet from centerline to the project property line. The applicant is required to pay in lieu fees for future half-width improvements along Casino Drive. Analysis General Plan Consistency The project has a General Plan Land Use designation of General Commercial (GC)and is located within the Lake Elsinore Hills District. The GC Land Use designation allows for retail, services, restaurants, professional and administrative offices, hotels and motels, mixed-use projects, public and quasi-public uses, and similar and compatible uses with a maximum 0.40 Floor Area Ratio (FAR). The project is proposing to develop an automated carwash business with 0.10 FAR. Therefore, the project is consistent with the General Plan. Municipal Code Consistency The current zoning for the subject site is Neighborhood Commercial (C-1). Per Section 17.120.030.A of the C-1 zone, automatic car washes are permitted uses subject to approval of a Conditional Use Permit. Below are the relevant development standards applicable to the project as identified in the C-1 zone: Development Standard Required Proposed Front Setback (Building) 15-0" 55'-0" Front Setback Parkin 15-0" 10'-0"' Rear and Side Setback None None Building Height 45'-0" 28'-0" Landscape improvement: Adjacent to Street 15-0"1 10'-0"' Landscape Coverage 15% 15% Parking 21 21 Table 2: Development Standards ' The landscaped area adjacent to the street was reduced to 10'-0"for buildings and to 5'-0"for parking areas per previous City Council approval of the existing shopping center. PA 2020-107 (Tommy's Express Carwash) PC: December 21, 2021 Page 4 of 5 Parking Analysis The project also complies with the onsite parking standards listed in LEMC, Chapter 17.148 (Parking Requirements). Section 17.148.030.A of the LEMC requires one (1) space for each 250 sq. ft. gross floor area in commercial districts and generally for commercial uses. A total of 21 parking spaces would be required for the proposed project. The project is required to comply with the current California Building Code and California Green Building Standards Code (CALGreen) requirements for accessible and clean air vehicle parking, respectively. The existing Meineke building requires 10 parking spaces and the total parking required for the entire shopping center is 227. The shopping center will have sufficient parking spaces as there are 376 parking spaces available for the shopping center after the removal parking spaces for the previous Coco's building. Architecture The architectural design of the proposed building complies with the Nonresidential Development Standards (Chapter 17.112) of the LEMC. The architecture of the building has been designed to achieve harmony and compatibility with 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 within the shopping center and near the project site. The proposed landscaping improvements serve to enhance the building designs and soften portions of building elevations. Traffic A Traffic Impact Analysis (TIA) dated January 11, 2021 was prepared for the proposed project by RK Engineering Group, Inc. to evaluate the proposed project's impacts on traffic. The TIA found that no significant direct impacts are projected in the study area as a result of the proposed project. The TIA showed that the study intersections are forecast to continue to operate at an acceptable Level of Service (LOS). The proposed project will participate in the cost of off-site improvements through payment of Transportation Uniform Mitigation Fee (TUMF) and Traffic Impact Fee (TIF) fees. The project's contribution to these transportation impact fee programs should be sufficient to address the project's fair share towards mitigation measures designed to alleviate cumulative project impacts. A site-specific Vehicle Miles Traveled (VMT)Analysis was prepared for the project. As outlined in the City's adopted TIA Guidelines, land use projects serving the local community less than 50,000 square feet may be presumed to have less than a significant impact on VMT and does not require additional VMT analysis. It is anticipated that the proposed project will serve local residents within the vicinity providing enhanced convenience. This additional convenience would reduce the need for residents to travel longer distances. Therefore, trip lengths within the region would be reduced, and vehicle travel would decrease. Thus, the project is considered a local serving retail and will not have a significant VMT impact. Noise A Noise Impact Study dated October 9, 2020 was prepared for the proposed project by RK Engineering Group, Inc to evaluate the potential noise impacts for the proposed project. The study assessed the short-term construction noise impacts as well as operational noise impacts as a PA 2020-107 (Tommy's Express Carwash) PC: December 21, 2021 Page 5 of 5 result of the project that include on-site noise sources such as car wash equipment and vacuum stations and traffic generated noise. The study found that the project meets the noise regulations and standards of the LEMC Section 17.176 (Noise Ordinance).To further ensure that construction and operational activities do not disrupt the adjacent land use the study recommended additional conditions of approval (COA Nos. 12 and 13). Water Quality A Project Specific Water Quality Management Plan (PWQMP-2021-0002) dated October 4, 2021 has been prepared for the project to address the increase in polluted runoff that would occur from the proposed project. The onsite runoff will be collected by catch basins and be pumped to the Bio-retention system so that the water will be filtered before it is released into the storm drain system. The project is also required to implement a Storm Water Pollution Prevention Plan (SWPPP) for site clearing, grading, and disturbances such as stockpiling or excavation. The SWPPP must also include project construction features designed to protect against stormwater runoff, known as Best Management Practices (BMPs). Implementation of these BMPs, along with regulatory compliance, would preclude violations of applicable standards and discharge regulations. The Design Review Committee that includes staff from Planning, Building and Safety, Fire, and Engineering have reviewed the proposed Project, and have conditioned the Project to mitigate any potential concerns. Environmental Determination The proposed project is exempt from the California Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: "CEQA")and the CEQA Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15332 In-Fill Development Projects. As described in the attached Class 32 Categorical Exemption Checklist (Exhibit D), the project is consistent with the applicable General Plan designation and policies, as well as zoning designation and regulations, and is within the City's boundaries on a site less than five acres surrounded by urban uses, the subject property has no value as habitat for endangered, rare or threatened species, and approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality and the project is adequately served by all required utilities and public services. Exhibits A— CUP Resolution B — CDR Resolution C — Conditions of Approval D — Class 32 Categorical Exemption Checklist E —Vicinity Map F —Aerial Map G — Design Review Package H — Revised Elevations RESOLUTION NO. 2021- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2020-18 TO ESTABLISH A 5,243 SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31706 CASINO DRIVE (APN: 363-171-005) Whereas, William Matzuy, Matzuy and Associates has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2020-107 (Conditional Use Permit No. 2020-18 and Commercial Design Review No. 2020-29) proposing to demolish an existing approximately 6,430 sq. ft. vacant Coco's restaurant building and construct a new automated 5,243 sq.ft. Tommy's self-serve express carwash building on an approximately 1.176- acre site. The project will provide 21 total parking spaces that include 12 vacuum stalls and nine (9) regular parking stalls. The proposed project is located within an existing shopping center near the southeastern corner of Casino Drive and Diamond Drive, more specifically 31706 Casino Drive (APN: 363-171-005); and, Whereas, Section 6.0 of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell undergo the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) process to analyze the scope of the proposed development and establish a building envelope that is consistent with the MSHCP criteria; and, Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency findings demonstrating that the proposed discretionary entitlement complies with the MSHCP Criteria Cell, and the MSHCP goals and objectives; and, Whereas, Section 17.415.070.A of the Lake Elsinore Municipal Code (LEMC) provides that certain uses have operational characteristics that, depending on the location and design of the use, may have the potential to negatively impact adjoining properties, businesses or residents and therefore are permitted subject to the issuance of a Conditional Use Permit, which allows the City to comprehensively review and approve the use; and, Whereas, pursuant to Section 17.415.070.B of the LEMC, the Planning Commission (Commission) has the responsibility of reviewing and approving, conditionally approving, or denying Conditional Use Permits; and, Whereas, on November 2, 2021, November 16, 2021, December 7, 2021, and December 21, 2021, at a duly noticed Public Hearing, the Commission has considered evidence presented by the Community Development Department and other interested parties with respect to this item. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1: The Commission has considered the project and its consistency with the MSHCP prior to adopting Findings of Consistency with the MSHCP. Section 2: That in accordance with the MSHCP, the Commission makes the following findings for MSHCP consistency: PC Reso. No. 2021- Page 2 of 4 1. The project is not subject to the City's LEAP and the Western Riverside County Regional Conservation Authority's (RCA) JPR processes as it is not located within a Criteria Cell. 2. The project site has been previously completely disturbed and graded for the development of the existing Coco's restaurant building. The project is proposing to demolish this existing building and construct a new car wash 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 has been conditioned to pay any applicable MSHCP Local Development Mitigation fees. Section 3: The Commission finds that the proposed project is exempt from the California Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: "CEQA") and the CEQA Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15332 In-Fill Development Projects. The project is consistent with the applicable General Plan designation and policies, as well as zoning designation and regulations, and is within the City's boundaries on a site less than five acres surrounded by urban uses. The subject property has no value as habitat for endangered, rare or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality and the project is adequately served by all required utilities and public services. Section 4: That in accordance with LEMC Section 17.415.070.C. Findings, the Commission makes the following findings regarding Conditional Use Permit No. 2020-18: 1. That the proposed use, on its own merits and within the context of its setting, is in accord with the objectives of the General Plan and the purpose of the planning district in which the site is located. The project has a General Plan Land Use designation of General Commercial (GC) and is located within the Lake Elsinore Hills District. The GC Land Use designation allows for retail, services, restaurants, professional and administrative offices, hotels and motels, mixed-use projects, public and quasi-public uses, and similar and compatible uses with a maximum 0.40 Floor Area Ratio (FAR). The project is proposing to develop an automated carwash business with 0.10 FAR. Therefore, the project is consistent with the General Plan. The current zoning for the subject site is Neighborhood Commercial (C-1). The proposed use is identified as a permitted use subject to the approval of a Conditional Use Permit within the C-1 zone. Further, the proposed commercial project will assist in achieving the development of a well-balanced and functional mix of residential, commercial, industrial, open space, recreational and institutional land uses. 2. The 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. PC Reso. No. 2021- Page 3 of 4 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 proposed project. The proposed project will demolish an existing vacant building which is considered a public nuisance. 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 analyzed and staff has determined that the proposed use meets all applicable sections of the LEMC and will complement the existing uses, based on the submitted plans and the conditions of approval imposed on the project. 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 Conditional Use Permit has been thoroughly reviewed and conditioned by all applicable City departments thereby eliminating the potential for any adverse effects. 6. Adequate conditions and safeguards pursuant to LEMC 17.415.070.13, 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 17.415.070.8 of the LEMC, the project was considered by the Planning Commission at a duly noticed Public Hearing on November 2, 2021, appropriate and applicable conditions of approval have been included to protect the public health, safety and general welfare. Section 5: Based upon the evidence presented, both written and testimonial, and the above findings, the Commission hereby finds that the project is consistent with the MSHCP. Section 6: Based upon the evidence presented, the above findings, and the Conditions of Approval imposed upon the project, the Commission hereby approves Conditional Use Permit No. 2020-18. Section 7: This Resolution shall take effect immediately upon its adoption. PC Reso. No. 2021- Page 4 of 4 Passed and Adopted on this 21st day of December, 2021. John Gray, Chairman Attest: Justin Kirk, Assistant Community Development Director STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Justin Kirk, Assistant Community Development Director of the City of Lake Elsinore, California, hereby certify that Resolution No. 2021-_was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held December 21, 2021 and that the same was adopted by the following vote: AYES: NOES: ABSTAIN: ABSENT: Justin Kirk, Assistant Community Development Director RESOLUTION NO. 2021- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2020-29 PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR A 5,243 SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31706 CASINO DRIVE (APN: 363-171-005) Whereas, William Matzuy, Matzuy and Associates has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2020-107 (Conditional Use Permit No. 2020-18 and Commercial Design Review No. 2020-29) proposing to demolish an existing approximately 6,430 sq. ft. vacant Coco's restaurant building and construct a new automated 5,243 sq.ft. Tommy's self-serve express carwash building on an approximately 1.176- acre site. The project will provide 21 total parking spaces that include 12 vacuum stalls and nine (9) regular parking stalls. The proposed project is located within an existing shopping center near the southeastern corner of Casino Drive and Diamond Drive, more specifically 31706 Casino Drive (APN: 363-171-005); and, Whereas, the proposed project is exempt from the 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 15332 (Class 32 — In-Fill Development Projects); and, Whereas, Section 6.0 of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell undergo the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) process to analyze the scope of the proposed development and establish a building envelope that is consistent with the MSHCP criteria; and, Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency findings demonstrating that the proposed discretionary entitlement complies with the MSHCP Criteria Cell, and the MSHCP goals and objectives; and, Whereas, pursuant to Section 17.415.050 (Major Design Review) of the Lake Elsinore Municipal Code (LEMC), the Planning Commission (Commission) has the responsibility of reviewing and approving, conditionally approving, or denying design review applications; and, Whereas, on November 2, 2021, November 16, 2021, December 7, 2021, and December 21, 2021, at a duly noticed Public Hearing the Commission has considered evidence presented by the Community Development Department and other interested parties with respect to this item. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1: The Commission has reviewed and analyzed the proposed project pursuant to the California Planning and Zoning Laws (Cal. Gov. Code §§ 59000 et seq.), the Lake Elsinore General Plan (GP), and the LEMC and finds and determines that the proposed project is consistent with the requirements of California Planning and Zoning Law and with the goals and policies of the GP and the LEMC. PC Reso. No. 2021- Page 2 of 4 Section 2: That in accordance with the MSHCP, the Commission makes the following findings for MSHCP consistency: 1. The project is not subject to the City's LEAP and the Western Riverside County Regional Conservation Authority's (RCA) JPR processes as it is not located within a Criteria Cell. 2. The project site has been previously completely disturbed and graded for the development of the existing Coco's restaurant building. The project is proposing to demolish this existing building and construct a new car wash 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 has been conditioned to pay any applicable MSHCP Local Development Mitigation fees. Section 3: The Commission finds that the proposed project is exempt from the California Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: "CEQA") and the CEQA Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15332 In-Fill Development Projects. The project is consistent with the applicable General Plan designation and policies, as well as zoning designation and regulations, and is within the City's boundaries on a site less than five acres surrounded by urban uses. The subject property has no value as habitat for endangered, rare or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality and the project is adequately served by all required utilities and public services. Section 4: That in accordance with Section 17.415.050.E of the LEMC, the Commission makes the following findings regarding Commercial Design Review No. 2020-29: 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 project has a General Plan Land Use designation of General Commercial (GC) and is located within the Lake Elsinore Hills District. The GC Land Use designation allows for retail, services, restaurants, professional and administrative offices, hotels and motels, mixed-use projects, public and quasi-public uses, and similar and compatible uses with a maximum 0.40 Floor Area Ratio (FAR). The project is proposing to develop an automated carwash business with 0.10 FAR. Therefore, the project is consistent with the General Plan. The current zoning for the subject site is Neighborhood Commercial (C-1). The proposed use is identified as a permitted use subject to the approval of a Conditional Use Permit within the C-1 zone. Further, the proposed commercial project will assist in achieving the development of a well-balanced and functional mix of residential, commercial, industrial, open space, recreational and institutional land uses. PC Reso. No. 2021- Page 3 of 4 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 building complies with the Nonresidential Development Standards (Chapter 17.112) of the LEMC. The architecture has been designed to achieve harmony and compatibility with the surrounding area. The colors and materials proposed will assist in blending the architecture into the existing landscape and are compatible with other colors and materials used on other properties near the project site. In addition, safe and efficient circulation has been achieved onsite. 3. Conditions and safeguards pursuant to Section 17.415.050.G.3 of the LEMC, including guarantees and evidence of compliance with conditions, have been incorporated into the approval of the Project to ensure development of the property in accordance with the objectives of Section 17.415.050. Pursuant to Section 17.415.050.E of the LEMC, the project was considered by the Planning Commission at a duly noticed Public Hearing held on November 2, 2021. The project, as reviewed and conditioned by all applicable City divisions, departments and agencies, will not have a significant effect on the environment. Section 5: Based upon the evidence presented, both written and testimonial, and the above findings, the Commission hereby finds that the project is consistent with the MSHCP. Section 6: Based upon the evidence presented, the above findings, and the Conditions of Approval imposed upon the project, the Commission hereby approves Commercial Design Review No. 2020-29. Section 7: This Resolution shall take effect immediately upon its adoption. Passed and Adopted on this 21s' day of December, 2021. John Gray, Chairman Attest: Justin Kirk, Assistant Community Development Director STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) PC Reso. No. 2021- Page 4 of 4 I, Justin Kirk, Assistant Community Development Director of the City of Lake Elsinore, California, hereby certify that Resolution No. 2021-_was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held December 21, 2021 and that the same was adopted by the following vote: AYES: NOES: ABSTAIN: ABSENT: Justin Kirk, Assistant Community Development Director CONDITIONS OF APPROVAL PROJECT: PA 2020-107/CUP 2020-18/CDR 2020-29 PROJECT NAME: Tommy's Express Carwash PROJECT LOCATION: APN: 363-171-005 (31706 Casino Drive) APPROVAL DATE: EFFECTIVE DATE: EXPIRATION DATE: GENERAL 1. Planning Application No. 2020-107 (Conditional Use Permit No. 2020-18 and Commercial Design Review No. 2020-29) proposes to demolish an existing approximately 6,430 sq. ft. vacant Coco's Bakery & Restaurant building and construct a new automated 5,243 sq. ft. automated Tommy's self-serve express carwash building on an approximately 1.176-acre site. The project will provide 21 total parking spaces that include 12 vacuum stalls and nine (9) regular parking stalls. The existing a 2,510 sq. ft. Meineke Car Care Center will remain as is and is not part of this application. The proposed project is located within an existing shopping center near the southeastern corner of Casino Drive and Diamond Drive, more specifically 31706 Casino Drive (APN: 363-171-005). 2. The applicant shall defend (with counsel acceptable to the City), indemnify, and hold harmless the City, its Officials, Officers, Employees, Agents, and its Consultants (Indemnitees) from any claim, action, or proceeding against the Indemnitees to attack, set aside, void, or annul an approval of the City, its advisory agencies, appeal boards, or legislative body concerning approval, implementation and construction of CUP 2020-18 and CDR 2020-29, which action is bought within the time period provided for in California Government Code Sections 65009 and/or 66499.37, and Public Resources Code Section 21167, including the approval, extension or modification of CUP 2020-18 and CDR 2020- 29 or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant's indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys' fees, penalties and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. The City will promptly notify the applicant of any such claim, action, or proceeding against the City. If the project is challenged in court, the City and the applicant shall enter into formal defense and indemnity agreement, consistent with this condition. 3. Within 30 days of project approval, the applicant shall sign and complete an "Acknowledgment of Conditions" and shall return the executed original to the Community Development Department for inclusion in the case records. PLANNING DIVISION 4. Conditional Use Permit No. 2020-18 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 Applicant's Initials: Page 1 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD Lake Elsinore Municipal Code (LEMC) Section 17.415.070.D.2. Subject to the provisions of LEMC Section 17.415.070.1, a conditional use permit granted pursuant to the provisions of this section shall run with the land and shall continue to be valid upon a change of ownership of the site or structure, which was the subject of the Conditional Use Permit application. 5. Commercial Design Review No. 2020-29 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 17.415.050.1.1. Notwithstanding conditions to the contrary, a design review granted pursuant to LEMC Section 17.415.050.1.2 shall run with the land for this two- year period, subject to any approved extensions, and shall continue to be valid upon a change of ownership of the site, which was the subject of the design review application. 6. An application for modification, expansion or other change in a Conditional Use Permit shall be reviewed according to the provisions of the Section 17.415.070 of the LEMC, in a similar manner as a new application 7. If operation of this use raises concerns related to parking, noise, traffic, or other impacts, at the discretion of the Community Development Director, this Conditional Use Permit may be referred back to the Planning Commission for subsequent review at a Public Hearing. If necessary, the Commission may modify or add conditions of approval to mitigate such impacts, or may revoke said Conditional Use Permit. 8. 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. Provisions of the City's Noise Ordinance (LEMC Chapter 17.176) shall be satisfied during all site preparation and construction activity. Site preparation activity and construction shall not commence before 7:00 AM and shall cease no later than 5:00 PM, Monday through Friday. Only finish work and similar interior construction may be conducted on Saturdays and may commence no earlier than 8:00 am and shall cease no later than 4:00 p.m. Construction activity shall not take place on Sunday, or any Legal Holidays. 12. In accordance with the Noise Impact Study dated October 9, 2020 prepared by RK Engineering Group, Inc., the project shall comply with the following conditions to reduce construction noise as a result of the proposed project: Applicant's Initials: Page 2 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD a. The project shall notify all commercial uses located within 500 feet of the construction site regarding the construction schedule for the proposed project and a sign shall also be posted in a readily visible location at the project site. All notices and signs shall indicate the dates and duration of construction activities, as well as provide a telephone number where residents can enquire about the construction process and register complaints to a designated construction noise disturbance coordinator. b. The project shall ensure all contractors implement construction best management practices to reduce construction noise levels. Best management practices would include the following: • All construction equipment shall be equipped with muffles and other suitable noise attenuation devices (e.g., engine shields). • Grading and construction contractors shall use quieter equipment as opposed to noisier equipment (such as rubber-tired equipment rather than track equipment), to the maximum extent feasible. • If feasible, electric hook-ups shall be provided to avoid the use of generators. If electric service is determined to be infeasible for the site, only whisper-quiet generators shall be used (i.e., inverter generators capable of providing variable load. • Use electric air compressors and similar power tools rather than diesel equipment, where feasible. • Locate staging area, generators and stationary construction equipment as far from the adjacent residential homes as feasible. • Construction-related equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall be turned off when not in use for more than 5 minutes. c. The project shall provide temporary noise barrier shielding around the project site to shield adjacent sensitive receptors from construction noise. The temporary barrier should be at least eight(8)feet high and installed at the first phase of construction and prior to performing any demolition, excavation or grading activities. The temporary noise barrier wall should present a sold face area and include sound absorptive material on the inside of the barrier. d. No impact pile driving activities shall be permitted on the project site during construction. If impact pile driving is required, a follow-up noise and vibration impact assessment shall be conducted prior to start of any pile driving activity. 13. In accordance with the Noise Impact Study dated October 9, 2020 prepared by RK Engineering Group, Inc., the project shall comply with the following conditions to reduce operational noise as a result of the proposed project: a. Install signage near vacuum stalls requiring patrons to turn off engines and stereos while utilizing vacuums b. Install signage along the car wash tunnel queue to require patrons to turn off stereos while waiting in the queue. c. Should noise complaints arise from the neighboring commercial/retail businesses, a follow-up noise assessment shall be conducted to determine whether a noise level violation is occurring. If a continuous violation is identified, the project will be required to provide upgraded site design features to shield car wash noise and/or install windows at the adjacent building fagades to better shield the affected interior areas. The necessary window STC rating should be determined based on the follow-up interior noise. Applicant's Initials: Page 3 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD 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. 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. 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. 18. 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 19. Prior to issuance of a building permit, the applicant shall pay Development Impact Fees (DIF) and Multiple Species Habitat Conservation Plan (MSHCP) Fees per LEMC Section 16.85, at the rate in effect at the time of payment. 20. 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. 21. 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. 22. 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. 23. The applicant shall construct trash enclosure(s) with a decorative roof to match the colors, materials and design of the project architecture. 24. Prior to issuance of a building permit, the Final Landscaping / Irrigation Detail Plans shall be submitted to the Community Development Department with appropriate fees, for review and approval by the Community Development Director or designee. a. All planting areas shall have permanent and automatic sprinkler system with 50% plant Applicant's Initials: Page 4 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD 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 and shall blend in with the existing shopping center. I. 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. 25. 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. 26. The proposed location of on-site construction trailers shall be approved by the Community Development Director or designee. A cash bond of $1,000 shall be required for any construction trailers placed on the site and used during construction. Bonds will be released after removal of trailers and restoration of the site to an acceptable state, subject to approval of the Community Development Director or designee. Such trailer(s)shall be fully on private property and outside the public right of way. BUILDING DIVISION General Conditions 27. 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. 28. Compliance with Code. All design components shall comply with applicable provisions of the 2019 edition of the California Building, Plumbing and Mechanical Codes: 2019 California Electrical Code; California Administrative Code, 2019 California Energy Codes, 2019 Applicant's Initials: Page 5 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD California Green Building Standards, California Title 24 Disabled Access Regulations, and Lake Elsinore Municipal Code. 29. Green Measures. The application shall provide 10% voluntary green measures on the project, as stipulated by the 2019 California Green Building Standards. 30. 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. 31. 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(cDlake-elsinore.org or 951-674-3124 X 277. 32. 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. 33. Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work. 34. Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards, and any block walls will require separate approvals and permits. 35. 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. 36. House Electrical Meter. Applicant shall provide a house electrical meter to provide power for the operation of exterior lighting, irrigation pedestals and fire alarm systems for each building on the site. Developments with single user buildings shall clearly show on the plans how the operation of exterior lighting and fire alarm systems when a house meter is not specifically proposed. At Plan Review Submittal 37. 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 Applicant's Initials: Page 6 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD 5.507, of the 2019 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) 38. 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. 39. 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) 40. 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 41. Pre-Construction Meeting. A pre-construction meeting is required with the building inspector prior to the start of the building construction. ENGINEERING DEPARTMENT GENERAL 42. All new submittals for plan check or permit shall be made using the City's online Citizen Self-Service Portal (CSSP). 43. All plans (Street, Storm Drain, Improvement, Grading) shall be prepared by a Registered Civil Engineer using the City's standard title block. 44. All required soils, geology, hydrology and hydraulic and seismic reports shall be prepared by a Registered Civil Engineer. 45. All slopes and landscaping within the public right-of-way shall be maintained by the property owner, owner's association,firms contracted by the property owner's association, or another maintenance entity approved by the City Council. 46. All open space and slopes except for public parks and schools and flood control district facilities, outside the public right-of-way shall be owned and maintained by the property owner or property owner's association. 47. In accordance with the City's Franchise Agreement for waste disposal & recycling, the applicant shall be required to contract with CR&R Inc. for removal and disposal of all waste material, debris, vegetation and other rubbish generated both during cleaning, demolition, clear and grubbing or all other phases of construction and during occupancy. Applicant's Initials: Page 7 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD 48. Applicant shall submit a detailed hydrology and hydraulic study for review for the sufficient containment and conveyance of the storm water to a safe and adequate point as approved by the City Engineer. 49. 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. FEES 50. Applicant shall pay all applicable permit application and Engineering Department assessed fees, including without limitation plan check and construction inspection fees, at the prevalent rate at time of payment in full. 51. Applicant shall pay all applicable Mitigation and Development Impact Fees at the prevalent rate at time of payment in full. Mitigation and Development Impact Fees include without limitation: • Master Plan of Drainage Fee — Due prior to Grading Permit issuance • Traffic Infrastructure Fee (TIF) — Due prior to Building Permit issuance • Transportation Uniform Mitigation Fee (TUMF) — Due prior to Occupancy • Stephens' Kangaroo Habitat Fee (K-Rat)— Due prior to Grading Permit issuance 52. Applicant shall pay fee in-lieu of construction of future City road cross-section median improvements on Casino Drive. The fee shall be equal to current cost estimate for improvements (including contingency) plus an additional 15% of the total construction cost estimate to cover design and administrative costs. LAND DIVISION-DEDICATION 53. All required public right-of-way dedications and easements shall be prepared by the applicant or his agent and shall be submitted to the Engineering Department for review and approval. 54. Applicant shall dedicate in fee title to the City right-of-way along Casino Drive adjacent to the property frontage for a total right-of-way of 50 feet from centerline to the project property line. 55. Legal agreements and financial commitments (LLMD, CFD, etc.) for operation and maintenance be recorded prior to Certificate of Occupancy. STORM WATER MANAGEMENT/ POLLUTION PREVENTION / NPDES Desiqn 56. The project is responsible for complying with the Santa Ana Region NPDES Permits as warranted based on the nature of development and/or activity. These Permits include: • General Permit— Construction • MS4 57. A Water Quality Management Plan (WQMP) — Preliminary and Final — shall be prepared Applicant's Initials: Page 8 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD using the Santa Ana Region 8 approved template and guidance and submitted for review and approval to the City. • The Final WQMP shall be approved by the City prior to rough or precise grading plan approval and issuance of any permit for construction. 58. The Final WQMP shall document the following: • Detailed site and project description. • Potential stormwater pollutants. • Post-development drainage characteristics. • Low Impact Development (LID) BMP selection and analysis. • Structural and non-structural source control BMPs. • Treatment Control BMPs. • Site design and drainage plan (BMP Exhibit). • Documentation of how vector issues are addressed in the BMP design, operation and maintenance. • GIS Decimal Minute Longitude and Latitude coordinates for all LID and Treatment Control BMP locations. • HCOC—demonstrate that discharge flow rates, velocities, duration and volume for the post construction condition from a 2-year and 24-hour rainfall event will not cause adverse impacts on downstream erosion and receiving waters, or measures are implemented to mitigate significant adverse impacts downstream public facilities and water bodies. Evaluation documentation shall include pre- and post-development hydrograph volumes,time of concentration and peak discharge velocities, construction of sediment budgets, and a sediment transport analysis. (Note the facilities may need to be larger due to flood mitigation for the 10-year, 6- and 24-hour rain events). • Operations and Maintenance (O&M) Plan and Agreement (using City approved form and/or CC&Rs) as well as documentation of formation of funding district for long term maintenance costs. • The grading and/or improvement plan shall include a table listing each stormwater facility, and the plan sheet where it appears. 59. The 2010 SAR MS4 Permit requires evaluation of the site for implementation of LID Principles and LID Site Design, where feasible, to treat the pollutants of concern identified for the project, the following manner (from highest to lowest priority): • Evaluate site for highest and best use applicability (Exemption for projects that discharge to Lake Elsinore). • Preventative measures (these are mostly non-structural measures, e.g. minimizing impervious areas, conserving natural areas, minimizing directly connected impervious areas, etc.) • The Project shall in the order presented: infiltrate, harvest and use, evapotranspire and/or bio-treat the Design Capture Volume (DCV). • The Project shall consider a properly engineered and maintained bio-treatment system only if infiltration, harvesting and use and evapotranspiration cannot be feasibly implemented at the project site. • Any portion of the DCV that is not infiltrated, harvested and used, evapotranspired, and/or bio-treated shall be treated and discharged in accordance with the requirements set forth in Section XII.G. 60. Parking lot landscaping areas shall be designed to provide for treatment, retention or infiltration of runoff. Applicant's Initials: Page 9 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD 61. Project hardscape areas shall be designed and constructed to provide for drainage into adjacent landscape. 62. Project trash enclosure shall be covered, bermed, and designed to divert drainage from adjoining paved areas and regularly maintained. 63. Hydromodification / Hydraulic Conditions of Concern — The project shall identify potential Hydraulic Conditions of Concern (HCOC) and implement measures to limit disturbance of natural water bodies and drainage systems; conserve natural areas; protect slopes and channels; and minimize significant impacts from urban runoff. 64. If CEQA identifies resources requiring Clean Water Act Section 401 Permitting, the applicant shall obtain certification through the Santa Ana Regional Water Quality Control Board and provide a copy to the Engineering Department. 65. All storm drain inlet facilities shall be appropriately marked "Only Rain in the Storm Drain" using the City authorized marker. 66. The project shall use either volume-based and/or flow-based criteria for sizing BMPs in accordance with NPDES Permit Provision XII.D.4. 67. The project site shall implement full trash capture methods/devices approved by the Region Water Quality Control Board. 68. To meet NPDES requirements, all vehicle/equipment washing/steam cleaning areas must be self-contained and/or covered, equipped with a clarifier or other pretreatment facility, and properly connected to a sanitary sewer or other appropriately permitted disposal facility. PLAN REQUIREMENTS: The Owner/Applicant shall incorporate these vehicle/equipment wash requirements into project design and depict on plans, including detail plans as needed. Construction 69. A Storm Water Pollution Prevention Plan (SWPPP) (as required by the NPDES General Construction Permit) and compliance with the Green Building Code for sediment and erosion control are required for this project. 70. Prior to grading or building permit for construction or demolition and/or weed abatement activity, projects subject to coverage under the NPDES General Construction Permit shall demonstrate that compliance with the permit has been obtained by providing a copy of the Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of the notification of the issuance of a Waste Discharge Identification (WDID) Number or other proof of filing to the satisfaction of the City Engineer. A copy of the SWPPP shall be kept at the project site, updated, and be available for review upon request. 71. Erosion & Sediment Control —All Projects— Prior to the issuance of any grading or building permit for construction or demolition, the applicant shall submit for review and approval by the City Engineer, an Erosion and Sediment Control Plan as a separate sheet of the grading plan submittal to demonstrate compliance with the City's NPDES Program and state water quality regulations for grading and construction activities. A copy of the plan shall be incorporated into the SWPPP, kept updated as needed to address changing circumstances Applicant's Initials: Page 10 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD of the project site, be kept at the project site, and available for review upon request. 72. Chemical Management — Prior to issuance of building permits for any tank or pipeline, the uses of said tank or pipeline shall be identified and the applicant shall submit a Chemical Management Plan in addition to a WQMP with all appropriate measures for chemical management (including, but not limited to, storage, emergency response, employee training, spill contingencies and disposal) in a manner meeting the satisfaction of the Manager, Permit Intake, in consultation with the Riverside County Fire Department and wastewater agencies, as appropriate, to ensure implementation of each agency's respective requirements. A copy of the approved "Chemical Management Plans" shall be furnished to the Fire Marshall, prior to the issuance of any Certificates of Use and Occupancy. Post-Construction 73. Prior to the issuance of a certificate of use and/or occupancy, the applicant shall demonstrate compliance with applicable NPDES permits for construction, industrial/commercial, MS4, etc. to include: • Demonstrate that the project has compiled with all non-structural BMPs described in the project's WQMP. • Provide signed, notarized certification from the Engineer of Work that the structural BMPs identified in the project's WQMP are installed in conformance with approved plans and specifications and operational. • Submit a copy of the fully executed, recorded City approved Operations and Maintenance (O&M) Plan and Agreement for all structural BMPs or a copy of the recorded City approved CC&R. • The O&M Plan and Agreement and/or CC&R's shall: (1) describe the long-term operation and maintenance requirements for BMPs identified in the BMP Exhibit; (2) identify the entity that will be responsible for long-term operation and maintenance of the referenced BMPs; (3)describe the mechanism for funding the long-term operation and maintenance of the referenced BMPs; and (4) provide for annual certification for water quality facilities by a Registered Civil Engineer. The City format shall be used. • Provide documentation of annexation into a CFD for funding facilities to be maintained by the City. • Demonstrate that copies of the project's approved WQMP (with recorded O&M Plan or CC&R's attached) are available for each of the initial occupants. • Agree to pay for a Special Investigation from the City of Lake Elsinore for a date twelve (12) months after the issuance of a Certificate of Use and/or Occupancy for the project to verify compliance with the approved WQMP and O&M Plan. A signed/sealed certification from the Engineer of Work dated 12 months after the Certificate of Occupancy will be considered in lieu of a Special Investigation by the City. • Provide the City with a digital .pdf copy of the Final WQMP. UTILITIES 74. All arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of the roadway shall be the responsibility of the property owner or his agent. 75. Underground water rights shall be dedicated to the City pursuant to the provisions of Section 16.52.030 (LEMC), and consistent with the City's agreement with the Elsinore Valley Municipal Water District. Applicant's Initials: Page 11 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD 76. Applicant shall apply for, obtain and submit to the City Engineering Department a letter from Southern California Edison (SCE) indicating that the construction activity will not interfere with existing SCE facilities. 77. Submit a "Will Serve" letter to the City Engineering Department from the applicable water agency stating that water and sewer arrangements have been made for this project and specify the technical data for the water service at the location, such as water pressure, volume, etc. IMPROVEMENTS Desiqn 78. Sight distance into and out and throughout the project location shall comply with City or Caltrans standards. 79. 10-year storm runoff shall be contained within the curb and the 100-year storm runoff shall be contained within the street right-of-way. When either of these criteria are exceeded, drainage facilities shall be provided. 80. All drainage facilities in this project shall be constructed to Riverside County Flood Control District Standards. 81. A drainage study shall be provided. The study shall identify the following: identify storm water runoff from and upstream of the site; show existing and proposed off-site and on-site drainage facilities; and include a capacity analysis verifying the adequacy of the facilities. The drainage system shall be designed to ensure that runoff from a 10-year storm of 6-hour and 24-hour duration under developed condition is equal or less than the runoff under existing conditions of the same storm frequency. Both 6-hour and 24-hour storm duration shall be analyzed to determine the detention 82. All natural drainage traversing the site shall be conveyed through the site, or shall be collected and conveyed by a method approved by the City Engineer. All off-site drainage, if different from historic flow, shall be conveyed to a public facility. 83. Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs should drain to a landscaped area. 84. The site shall be planned and developed to keep surface water from entering buildings (California Green Building Standards Code 4.106.3). 85. All existing storm drain inlet facilities adjacent to the subject properties shall be retrofitted with a storm drain filter; all new storm drain inlet facilities constructed by this project shall include a storm drain filter. 86. A California Registered Civil Engineer shall prepare the improvement plans required for this project. Improvements shall be designed and constructed to City Standards and Codes (LEMC 12.04 and 16.34). 87. If existing improvements are to be modified, the existing improvement plans on file shall be Applicant's Initials: Page 12 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD revised accordingly and approved by the City Engineer prior to issuance of a building permit. PERMITTING/CONSTRUCTION 88. An Encroachment Permit shall be obtained prior to any work on City right-of-way. The applicant shall submit the permit application, required fees and executed agreements, security and other required documentation prior to issuance. 89. All compaction reports, grade certification, monument certification (with tie notes delineated on 8'/z X 11" Mylar)shall be submitted to the Engineering Department before final inspection of public works improvements will be scheduled and approved. PRIOR TO GRADING PERMIT Desiqn 90. A grading plan signed and stamped by a California Registered Civil Engineer shall be submitted for City review and approval for all addition and/or movement of soil (grading) on site. The plan shall include separate sheets for erosion control, haul route and traffic control. The grading plan submittal shall include all supporting documentation and be prepared using City standard title block, standard drawings and design manual. 91. All grading plan contours shall extend to minimum of 50 feet beyond property lines to indicate existing drainage pattern. 92. The grading plan shall show that no structures, landscaping, or equipment are located near the project entrances that could reduce sight distance. 93. If the grading plan identifies alterations in the existing drainage patterns as they exit the site, a Hydrology and Hydraulic Report for review and approval by City Engineer shall be required prior to issuance of grading permits. All grading that modifies the existing flow patterns and/or topography shall be in compliance with Federal, State and Local law and be approved by the City Engineer. 94. A seismic study shall be performed on the site to identify any hidden earthquake faults, liquefaction and/or subsidence zones present on-site. A certified letter from a registered geologist or geotechnical engineer shall be submitted confirming the absence of this hazard prior to grading permit. The location of faults, active or inactive shall be shown on the plan sets. 95. The applicant shall obtain all necessary off-site easements and/or permits for off-site grading and the applicant shall accept drainage from the adjacent property owners. 96. Applicant shall mitigate to prevent any flooding and/or erosion downstream caused by development of the site and/or diversion of drainage. 97. All natural drainage traversing the site (historic flow) shall be conveyed through the site in a manner consistent with the historic flow or to one or a combination of the following: to a public facility; accepted by adjacent property owners by a letter of drainage acceptance; or conveyed to a drainage easement as approved by the City Engineer. Applicant's Initials: Page 13 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD Permit/Construction 98. Applicant shall execute and submit grading and erosion control agreement, post grading security and pay permit fees as a condition of grading permit issuance. 99. A preconstruction meeting with the City Engineering Inspector (Engineering Department) is required prior to commencement of any grading activity. 100. Prior to commencement of grading operations, applicant is to provide to the City a map of all proposed haul routes to be used for movement of export material. All such routes shall be subject to the review and approval of the City Engineer. Haul route shall be submitted prior to issuance of a grading permit. Hauling in excess of 5,000 cubic yards shall be approved by the City Council (LEMC 15.72.065). 101. Export sites located within the Lake Elsinore City limits must have an active grading permit. 102. Applicant to provide to the City a video record of the condition of all proposed public City haul roads. In the event of damage to such roads, the applicant shall pay full cost of restoring public roads to the baseline condition. A bond may be required to ensure payment of damages to the public right-of-way, subject to approval of the City Engineer. 103. All grading shall be done under the supervision of a geotechnical engineer. Slopes steeper than 2 to 1 shall be evaluated for stability and proper erosion control and approved by the City. 104. Review and approval of the project sediment and erosion control plan shall be completed. As warranted, a copy of the current SWPPP shall be kept at the project site and be available for review upon request. 105. Approval of the project Final Water Quality Management Plan (WQMP)for post construction shall be received prior to issuance of a grading or building permit. 106. Submit applicable environmental clearance document to the Engineering Department. This approval shall identify and clear all proposed grading activity anticipated for this project. PRIOR TO BUILDING PERMIT 107. Provide soils, geology and seismic report, including recommendations for parameters for seismic design of buildings, and walls prior to building permit. 108. Prior to issuance of certificates of use and occupancy or building permits for individual tenant improvements or construction permits for a tank or pipeline, facility uses shall be identified and, for specified uses (where the proposed improvements will store, generate or handle hazardous materials in quantities that will require permitting and inspection once operational), the applicant shall propose plans and measures for chemical management (including, but not limited to storage, emergency response, employee training, spill contingencies and disposal) to the satisfaction of the City Building Off icial(s). 109. All required public right-of-way dedications and easements shall be prepared by the applicant or his agent and shall be submitted to the Engineering Department for review and approval prior to issuance of the building permit. Applicant's Initials: Page 14 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD PRIOR TO OCCUPANCY/ FINAL APPROVAL 110. All public improvements shall be completed in accordance with the approved plans or as condition of this development to the satisfaction of the City Engineer. ill. Proof of acceptance of maintenance responsibility of slopes, open spaces, landscape areas, and drainage facilities shall be provided. 112. Covenants, Conditions and Restrictions (CC&Rs) and/or Operations and Maintenance Plan shall be recorded prior to occupancy. A digital copy shall be provided to the Engineering Department. 113. As-built plans for all approved plan sets shall be submitted for review and approval by the City. The developer/owner is responsible for revising the original mylar plans. 114. In the event of the damage to City roads from hauling or other construction related activity, applicant shall pay full cost of restoring public roads to the baseline condition. 115. Final soil report showing compliance with recommendations, compaction reports, grade certifications, monument certification (with tie notes delineated on 8 '/z X 11" Mylar) shall be submitted in .tif format on a USB flash drive or electronically to the Engineering Department before final inspection will be scheduled. 116. All required public right-of-way dedications, easements, vacations and easement agreement(s)shall be recorded with a recorded copy provided to the City prior to occupancy. 117. Applicant shall pay all outstanding applicable processing and development fees prior to occupancy and/or final approval. 118. Applicant shall submit documentation pursuant to City's Security Release handout. 119. Applicant shall submit as-built all Engineering Department approved project plan sets. After City approval of paper copy, the developer/owner is responsible for revising the original mylar plans. Once the original mylars have been approved, the applicant shall provide the City with a digital copy of the "as-built" plans in .tif format. 120. All final studies and reports, grad certifications, monument certifications (with tie notes delineated 8 '/2 X 11" mylar) shall be submitted in .tif format on a USB flash drive or electronically. 121. Applicant shall provide AutoCAD and GIS Shape files of all Street and Storm Drain plans. All data must be in projected coordinate system: NAD 83 State Plane California Zone VI U.S. Fleet. CITY OF LAKE ELSINORE FIRE MARSHAL 122. 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. Applicant's Initials: Page 15 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD 123. The project site plan shows that the building will be 5,243 square feet. The applicant is advised that Lake Elsinore Municipal Code 15.56 requires buildings that are 5,000 square feet and larger be provided with a fire sprinkler system. DEPARTMENT OF ADMINISTRATIVE SERVICES Annex into the City of Lake Elsinore Community Facilities District No. 2015-2 (Maintenance Services 124. Prior to Building Permit issuance, the applicant shall annex into the Community Facilities District No. 2015-2 (Maintenance Services) or current Community Facilities District in place at the time of annexation to fund the on-going operation and maintenance of the public right- of-way landscaped areas and neighborhood parks to be maintained by the City and for street lights in the public right-of-way for which the City will pay for electricity and a maintenance fee to Southern California Edison, including parkways, street maintenance, open space and public storm drains constructed within the development and federal NPDES requirements to offset the annual negative fiscal impacts of the project. Alternatively, the applicant may propose alternative financing mechanisms to fund the annual negative fiscal impacts of the project with respect to Maintenance Services. Applicant shall make a non-refundable deposit of$15,000 or at the current rate in place at the time of annexation toward the cost of annexation, formation or other mitigation process, as applicable. Applicant's Initials: Page 16 of 17 PA 2020-107/CUP 2020-18/CDR 2020-29 PC: December 21, 2021 Conditions of Approval CC: TBD 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: Applicant's Initials: Page 17 of 17 CITY OF LADE L2-? LSIf10RE DREAM EXTREME TOMMY'S EXPRESS CARWASH PLANNING APPLICATION NO. 2020-107 Conditional Use Permit No. 2020-18 Commercial Design Review No. 2020-29 CLASS 32 CATEGORICAL EXEMPTION CHECKLIST Applicant: William Matzuy 901 Amber Lane Lake Elsinore, CA 92530 Owner: Mike Luders 34103 Camelia Street Lake Elsinore, CA 92532 Project Address: 31706 Casino Drive APN(s): 363-171-005-6 (October 2021) Tommy's Express Carwash - Class 32 Categorical Exemption Checklist Page 1 of 19 SURROUNDING LAND USES AND SETTING: The project site consists of a 1.18-acre parcel currently developed with a Coco's Bakery & Restaurant that is now currently vacant. The site is located at 31706 Casino Drive, near the southeastern corner of Casino Drive and Diamond Drive, within an existing shopping center. The project site has a General Plan Land Use Designation of General Commercial (GC). The project is currently zoned Neighborhood Commercial (C-1). Existing land uses surrounding the proposed project site include; ARCO gas station and a firestone auto care center to the north, Meineke car care center and the 1-15 Freeway to east, general retail/commercial uses to the south and west (See Figure 1 —Aerial Map). PROJECT DESCRIPTION: The project proposes to demolish an existing vacant building, previously occupied by Coco's Bakery & Restaurant and construct a new 5,243 sq. ft. Tommy's automated self-serve express car wash on an approximately 1.176-acre site. The carwash building will be a single-story building with a maximum height of 28 ft. The building would incorporate architectural elements (such as parapets) of different heights that would provide for a varying roofline. The exterior finish materials will include split-face concrete masonry unit, prefinished metal panels, profiled aluminum metal panel, fiber cement board panel, aluminum flat stock, and prefinished aluminum storefront with insulated glass. The carwash building will incorporate exterior paint colors such as silver, gray, black and red accent colors. The project would include approximately 3,125 sq. ft. of landscaping, which is 15% landscape coverage of the proposed improvement area. All existing pavement, curbs, gutters, trees and shrubs along the Casino Drive will be kept in place. Additional landscaping along the project's existing driveway will be installed to provide effective screening for the project. Access to the project site will be provided by an existing driveway(full ingress/egress) located on Casino Drive. The proposed site plan is shown in Figure 2. GENERAL PLAN DESIGNATION: General Commercial (GC) ZONING: Neighborhood Commercial (C-1) Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 2 of 19 i ■ S { f All • J lk OP .a t ,ti r ., 5 y y r r r r r r r r r r •r r Figure 2 — Site Plan T� + I F7�'11�t 5 sue+.ti�� -- _.___ _ _ f,,• LA9,1NCENT t i tiO�p • i ❑.: �' 4& 1 y4 I - I � z 14 7 cm 7 E T I � E T I ...: E..TLi 77 D- � . :-:g: a N 4 sa'v w 16t C V3 N-3,3B'95"5S I63.M'(R) I I da_I:S_E—I!,:: ` --C A{{—IN—O—DR --N a-333'[75• W-7S.'��-- -- I7 L;A.RiABLE PUBLIC F,?rn T—pF—NAY 135' ASYNfit T PA ivEMEN T Tommy's Express Carwash Class 32 Categorical Exemption Checklist — Page 4 of 19 INFORMATION DEMONSTRATING THAT THE PROJECT SATISFIES THE CONDITIONS DESCRIBED IN SECTION 15332 OF TITLE 14 OF THE CALIFORNIA CODE OF REGULATIONS: 1. Is the project consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations? The project has a General Plan Land Use designation of General Commercial (GC) and has a Neighborhood Commercial (C-1) zoning designation. 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. The proposed project, an automated carwash, is a permitted use subject to a Conditional Use Permit. The project also complies with all applicable development standards of the C-1 zone. Therefore, the project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. 2. Is the proposed development located within the City limits on a project site of no more than five acres substantially surrounded by urban uses? The project site consists of a 1.176-acre parcel currently developed with a Coco's Bakery restaurant that is now currently vacant. The site is located at 31706 Casino Drive, near the southeastern corner of Casino Drive and Diamond Drive, within an existing shopping center. The surrounding land uses include an ARCO gas station and a firestone auto care center to the north, Meineke car care center and the 1-15 Freeway to east, general retail/commercial uses to the south and west. 3. Does the project site have value as habitat for endangered, rare or threatened species? The project site is entirely disturbed and developed and does not contain suitable habitat for any candidate, sensitive, or special status plant or wildlife species. The project site has been previously disturbed and has an existing building on site. The project is proposing to demolish this existing building and construct a new car wash building. In addition, the project site is not located within a Criteria Cell of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP)and was not required to be processed through the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) processes. The project complies with the MSHCP and is consistent with all applicable requirements of the MSHCP. 4. Would approval of the project result in any significant effects relating to traffic, noise, air quality, or water quality? a. Traffic: Construction There would be a temporary minor increase in traffic during project construction associated with construction vehicles driving to and from the site during the construction phase. Construction of the proposed project is estimated to begin in 2021 and requires approximately 6 months for the final completion of the project. However, this impact would be temporary and would cease upon project completion. No significant construction traffic impacts would occur. Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 5 of 19 Operation A Traffic Impact Analysis (TIA)dated January 11, 2021 was prepared for the proposed project by RK Engineering Group, Inc. to evaluate the proposed project's impacts on traffic. The TIA analyzed the projected traffic operations associated with the project. One purpose of the TIA is to evaluate potential circulation system deficiencies that may result from development of the proposed project, and to recommend improvements to achieve acceptable operations, if applicable. The analysis has been prepared pursuant to applicable City of Lake Elsinore, County of Riverside, and Caltrans traffic impact analysis guidelines. The project proposes to demolish an existing vacant building, previously occupied by Coco's Bakery & Restaurant and construct a new 5,243 sq. ft. Tommy's automated self-serve express car wash on an approximately 1.176-acre site. The proposed project is forecast to generate approximately 911 weekday daily trips,which includes approximately 49 weekday AM peak hour trips and approximately 109 weekday PM peak hour trips. During Saturday conditions, the proposed project is expected to generate approximately 1,551 daily trips, which includes 166 peak hour trips. The TIA intersections were analyzed for the following four(4)study scenarios based on traffic generated by the proposed project: (1) Existing Conditions; (2) Existing Plus Project Conditions; (3) Existing Plus Ambient Plus Project (EAP) Conditions; and (4) Existing Plus Ambient Plus Project Plus Cumulative (EAPC) Conditions. However, the City of Lake Elsinore considers the Existing Plus Ambient Plus Project (EAP) scenario to be the most relevant to potential impacts under CEQA and the standards of the General Plan. The TIA provides detailed information on traffic conditions with and without the project under the scenarios mentioned above. Relative to the following tables, Level of Service (LOS) is commonly used to describe the quality of flow on roadways and at intersections using a range of LOS from LOS A(free flow with little congestion)to LOS F (severely congested conditions). The definitions for LOS for interruption of traffic flow differ depending on the type of traffic control (traffic signal, unsignalized intersection with side street stops, unsignalized intersection with all-way stops). The Highway Capacity Manual (HCM) methodology expresses the LOS of an intersection in terms of delay time for the intersection approaches. The City of Lake Elsinore traffic study guidelines require signalized intersection operations to be analyzed utilizing the HCM methodology. The City has established level of service "D" or better as acceptable LOS for all intersections along the designated street and highway system in the General Plan. The following table provides existing conditions at the study intersections: Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 6 of 19 Study Intersection Las Analysis Summary Existing Conditions Traffic Delay(Secs)''' Level of Service Intersection Contra la AM PM SAT AM Ph9 SAT 1. Diamond Drive(NS)1 Lakeshore Drive-Mission Trail(ELV) 2-12 31 0 3 1 5 C 11 2. Diamond Drive(NS)1 Auto Center Drive-Casino Drive(EM TS 21_A 209 25 S C 3. Project Access Driveway 1(MS J Casino Drive[E4N} CSS 11 u 9' 5._ A .-, A 4. Project Access Driveway 2(NS}J Casino Drive TM CSS I o C '1 5 13 6 I 6 I B 'Deficient operation shown in Hold- 2 HCM Analysis Software:Synchm,Version 10.0.Per the Highway Capacity Manual overall average intersection delay anc le,el o=s ice are shown for intersections with traffic signal Drall-way stop contml.For interserhons wrh cro­trce c stop control,ate ce and &.el of service f➢rihe worst individual movement(or movements)are shown. TS=Traffic Signal CSS=C, -Street Stop The table below summarizes Opening Year (2022) With Cumulative Projects plus Project Conditions peak hour LOS of the study intersections. Study Intersection LOS Analysis Summary Opening Year(2022)With Cumulative Projects Plus Project Conditions Opening Yes{202) Opening Year(]Olt) With Cumvletivc Projects LVith Cumuletiw Projects without Project Conditions Plus Project Conditions Inm -[ion Tre%c Control° Dalay(S-1- Lwcl of 5—im Dslay(Socsl•u Lwcl of 5enricn Chan i.n lDclay Signifiun[Imp—? AM PM SAi N.1 PM SAT AM PM SAT AM PM — AM Pr41 SAi AM PM SAT I. n[D• :NS).Lkb:ho N,� -r.1imicnTrailiEK T`. 3-.0 =5.7 C C D C 2- -.4 33 - r- - n[L're NS)JAum Center Dave-C m—Dme¢Y,j - 3. a-i-i:­DrocneII{NSiiCmino❑iv@mm - 93 C- 10.- 9- E L, I - 4. a-i-x;—Gna�2 tN5)I Omro L1i r'{EWJ 11.- 'I.5 2 :.6 I'.- 3 E I5 - No - -�..__ _ ...- .. _.-_-_- _..=--tlanul,otrral attt'ein[enx[Gon OetrJantl kxl yr xrrix aesM1oxn firitMs[[W ns xirM traflf[vgsulaa4vn•s[[p¢vt4oL nx in[etx[tioss uiLn vosssrte[rtop[cots[{ �Ti=T•'aT'c 5 g�a GS=Gs[�Stree[Stop As shown in table above, the study intersections are forecast to continue to operate at an acceptable LOS (LOS D or better) for Opening Year (2022)With Cumulative Projects Plus Project Conditions. Hence, based on the agency-established thresholds, no improvements are required at the study intersections for Opening Year (2022) With Cumulative Projects Plus Project Conditions.The project would not have any significant traffic circulation impacts. To assure that long-term project impacts on local roads and intersections do not exceed City LOS standards and fair share requirements identified in the General Plan, the project is also required to pay the County's Transportation Uniform Mitigation Fee (TUMF) and the City's Development Impact Fees (DIF) related to traffic impacts. A site-specific Vehicle Miles Traveled (VMT) Analysis was prepared for the project based on the WRCOG screening tool. The project does not fall within a Transit Priority Area (TPA) and does not fall within a low VMT generating TAZ based on total VMT, residential home-based VMT, and home-based work VMT. Based on the screening tool, the proposed Project does not screen out using these metrics. However, additional screening criteria is identified in the City's TIA Guidelines which indicate projects serving the local community less than 50,000 Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 7 of 19 square feet may be presumed to have a less than significant impact. It is anticipated that the proposed project will serve local residents within the vicinity providing enhanced convenience. This additional convenience would reduce the need for residents to travel longer distances. Therefore, trip lengths within the region would be reduced, and vehicle travel would decrease. Thus, the project can be considered a local serving retail and will not have a significant VMT impact. As outlined in the City's newly adopted TIA Guidelines, land use projects serving the local community less than 50,000 square feet may be presumed to have less than a significant impact on VMT and does not require additional VMT analysis. b. Noise: A Noise Impact Study dated October 9, 2020 was prepared for the proposed project by RK Engineering Group, Inc. to evaluate the proposed project's impacts on noise. Construction The project would generate noise temporarily during construction activities. Equipment used during construction, including site preparation and building construction would create noise impacts during the construction process. However, these construction noise impacts would be temporary and cease upon completion of construction. The project is required to meet the noise regulations and standards of the Lake Elsinore Municipal Code (LEMC) Section 17.176 (Noise Ordinance). To further ensure that construction activities do not disrupt the adjacent land use the study recommended additional conditions of approval (COA No. 12): a. The project shall notify all commercial uses located within 500 feet of the construction site regarding the construction schedule for the proposed project and a sign shall also be posted in a readily visible location at the project site. All notices and signs shall indicate the dates and duration of construction activities, as well as provide a telephone number where residents can enquire about the construction process and register complaints to a designated construction noise disturbance coordinator. b. The project shall ensure all contractors implement construction best management practices to reduce construction noise levels. Best management practices would include the following: • All construction equipment shall be equipped with muffles and other suitable noise attenuation devices (e.g., engine shields). • Grading and construction contractors shall use quieter equipment as opposed to noisier equipment (such as rubber-tired equipment rather than track equipment), to the maximum extent feasible. • If feasible, electric hook-ups shall be provided to avoid the use of generators. If electric service is determined to be infeasible for the site, only whisper-quiet generators shall be used (i.e., inverter generators capable of providing variable load. • Use electric air compressors and similar power tools rather than diesel equipment, where feasible. • Locate staging area, generators and stationary construction equipment as far from the adjacent residential homes as feasible. • Construction-related equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall be turned off when not in use for more than 5 minutes. Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 8 of 19 c. The project shall provide temporary noise barrier shielding around the project site to shield adjacent sensitive receptors from construction noise. The temporary barrier should be at least eight (8) feet high and installed at the first phase of construction and prior to performing any demolition, excavation or grading activities. The temporary noise barrier wall should present a sold face area and include sound absorptive material on the inside of the barrier. d. No impact pile driving activities shall be permitted on the project site during construction. If impact pile driving is required, a follow-up noise and vibration impact assessment shall be conducted prior to start of any pile driving activity. Adherence to the LEMC and the conditions of approval would result in no significant construction noise impacts. Operation The main sources of noise generated by the project would include on-site operational activities from the car wash tunnel, including blowers/dryers, and vacuum stalls. Automated car wash equipment and facilities have several potential noise generating sources associated with their general operation; including pumps, compressors, high-pressure applicators and spray nozzles, scrubbers, and dryers. The car wash mechanical equipment (pumps, compressors, blowers, etc.) can generate a substantial amount of noise. The fagade of the car wash tunnel is located at approximately 30 feet from the nearest commercial use to the north. The car wash tunnel will be enclosed with an opening on the tunnel entrance and tunnel exit. Therefore, the noise from the car wash tunnel is primarily expected to radiate from the opening of the tunnel entrance and tunnel exit. Noise levels at the car wash exit tunnel are louder compared to car wash tunnel entry mainly because of the placement of the air blowers used for drying vehicle upon exit. The proposed blowers are expected to be tucked inside the tunnel and are not expected to be within the line of sight from the adjacent building. There will be a total of 12 vacuum stalls on the site. The nearest vacuum stall to the adjacent Meineke Building will be approximately 58 feet away and the nearest vacuum stall to the adjacent Lotions and Lace building will be approximately 54 feet away. The noise standard for all surrounding commercial land uses is 65 dBA from 7:00 a.m. to 10:00 p.m. Noise levels generated by the project are not expected to exceed the City's daytime noise standards. The project is required to meet the noise regulations and standards of the Lake Elsinore Municipal Code (LEMC) Section 17.176 (Noise Ordinance). To further ensure that the project's operational noise do not disrupt the adjacent land use the study recommended additional conditions of approval (COA No. 13): a. Install signage near vacuum stalls requiring patrons to turn off engines and stereos while utilizing vacuums. b. Install signage along the car wash tunnel queue to require patrons to turn off stereos while waiting in the queue. c. Should noise complaints arise from the neighboring commercial/retail businesses, a follow-up noise assessment shall be conducted to determine whether a noise level violation is occurring. If a continuous violation is identified, the project will be required to provide upgraded site design features to shield car wash noise and/or install windows at the adjacent building facades to better shield the affected interior areas. Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 9 of 19 The necessary window STC rating should be determined based on the follow-up interior noise. Adherence to the LEMC and the conditions of approval would result in no significant operational noise impacts. c. Air Quality: An Air Quality and Greenhouse Gas (GHG) Analysis dated October 2, 2020 was prepared for the proposed project by RK Engineering Group, Inc. to evaluate the proposed project's impacts on air quality and GHG emissions. The California Emissions Estimator Model Version 2016.3.2 (CaIEEMod) was used to calculate criteria air pollutants and GHG emissions from the construction and operation of the project. The project is located within the South Coast Air Basin, which is a Federal- and State- designated nonattainment area for ozone and particulates. The South Coast Air Quality Management District (SCAQMD) has established significance thresholds for both construction and operational activities relative to these criteria pollutants. Based on the following analysis, implementation of the project would result in less than significant impacts relative to the daily significance thresholds for criteria air pollutant construction emissions established by the SCAQMD. Construction Construction of the project is assumed to begin in the year 2022 and last approximately 6 months. Construction phases are assumed to consist of demolition, site preparation, grading, building construction, paving and architectural coating. The project consists of demolition of approximately 6,430 square foot of an existing Coco's Bakery and Restaurant building as part of the construction process. All construction activities would comply with SCAQMD Rule 403 regarding the control of fugitive dust emissions, and existing City dust suppression practices that minimize dust and other emissions. Fugitive dust emissions are commonly associated with land clearing activities, cut-and-fill grading operations, and exposure of soils to the air and wind. SCAQMD Rule 403 requires that fugitive dust is controlled with best-available control measures so that the presence of such dust does not remain visible in the atmosphere beyond the property line of the emission source. In addition, SCAQMD Rules 402 and 403 require implementation of dust suppression techniques to prevent fugitive dust from creating a nuisance off site. Applicable suppression techniques are as follows: 1. All active construction areas shall be watered two (2)times daily. 2. Speed on unpaved roads shall be reduced to less than 15 mph. 3. Any visible dirt deposition on any public roadway shall be swept or washed at the site access points within 30 minutes. 4. Any on-site stockpiles of debris, dirt or other dusty material shall be covered or watered twice daily. 5. All operations on any unpaved surface shall be suspended if winds exceed 15 mph. 6. Access points shall be washed or swept daily. 7. Construction sites shall be sandbagged for erosion control. 8. Apply nontoxic chemical soil stabilizers according to manufacturers' specifications to all Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 10 of 19 inactive construction areas (previously graded areas inactive for 10 days or more). 9. Cover all trucks hauling dirt, sand, soil, or other loose materials, and maintain at least 2 feet of freeboard space in accordance with the requirements of California Vehicle Code (CVC) section 23114. 10. Pave or gravel construction access roads at least 100 feet onto the site from the main road and use gravel aprons at truck exits. 11. Replace the ground cover of disturbed areas as quickly possible. 12. A fugitive dust control plan should be prepared and submitted to SCAQMD prior to the start of construction. The project is located adjacent to commercial uses, which may have employees present for 8 hours or more, therefore, to keep level of diesel particulate matter (DPM) exposure to a minimum; the project shall implement the best available pollution control strategies to minimize potential health risks, which include: • Utilize low emission "clean diesel" equipment with new or modified engines (Tier 4 or better) that include diesel oxidation catalysts, diesel particulate filters or Moyer Program retrofits that meet CARB best available control technology. • Establish staging areas for the construction equipment that are as distant as possible from adjacent sensitive receptors; • Establish an electricity supply to the construction site and use electric powered equipment instead of diesel-powered equipment or generators, where feasible; • Use haul trucks with on-road engines instead of off-road engines for on-site hauling. • Provide temporary dust barriers or construct perimeter walls during the first phase of construction. As shown in the table below, the project's daily construction emissions will be below the applicable SCAQMD regional air quality standards and thresholds of significance. As a result, the project would not contribute substantially to an existing or projected air quality violation. Furthermore, by complying with the SCAQMD standards, the project would not contribute to a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable Federal or State ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors). Localized Construction Einis5ions Maximum Daily Emissions Obs}day)' Activity NOx CO PM10 M.s 07-si-e Emiss o9s 7.9Si 7.51. 0.70 0 55 S-'A.MD wonStruc-on Thr sho d= 323.3 1.671.9 1 0.9 6.7 Exceeds Th ,eshold r?) No No No No Maximum daily emission dinng simmer or wirizer,includes on mite project emissions only_ Reference 2006-2008 SCAQMD Mass Rate Localized Significant Thresholdsfor construction and operation SPA-25, Lake Elsinore, 1-acre site. receptor distance 25 meters. Operation Long-term operational air pollutant impacts from the project are shown in the table below. The project is not expected to exceed any of the allowable daily emissions thresholds for criteria pollutants at the regional level. Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page I of 19 Regional Operational Einksions Maximum Daily Emissions Obsiday)I Activity VOC No, CO 5o: P V I PW5 Mobile Sources 2.715 1 s.80 26.02 : ' 7.23 1.9s Egergy Sources O.00 0.00 0.00 = _ : v.00 v.00 Area Sources :_ 13.0f1 0.00 = _ : C.00 C OC Total = _= 18.81 26.03 = , 2 3 ?' SCAQMD Threshold 5c� 57 57C 17C 150 75 Exceeds Thresho d (?) No No No No Na No Maximum dai y emission dL.ring summer o•-yv rater; i rid ides botri on-site and of-site projer ernissions. The project's daily operational emissions will be below the applicable SCAQMD regional air quality standards and thresholds of significance, and the project would not contribute substantially to an existing or projected air quality violation. Furthermore, by complying with the SCAQMD standards, the project would not contribute to a cumulatively considerable net increase of any criteria pollutant for which the project region is nonattainment under an applicable Federal or State ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors). The table below shows the localized operational emissions and compares the results to SCAQMD Localized Significance Thresholds (LST)thresholds of significance. The emissions will be below the SCAQMD thresholds of significance for localized operational emissions. Localized Operational Emis5iD115 Maximum Daily Emissions (Ibs:day)' NOc CO PM10 P"Z.s LST Po IIutants (IbVday) (Ib day) ;Wday) (IbT+day) Orwsite Emissia& 0.94 1.30 0.36 0.1 O SCAQMD Operation Threshold} 162.0 750.0 1.0 11.0 Exceeds Threshold(?) No No No No Maximum daily emission in summer or winter_ t Mobile source emissions include on-site vehide emissions only. It is estimated that a pproximately 5%of mobile emissions will occur on the project site_ #Reference:2006-2008 SCAQMD Mass Rate Localized Sign ifiicaryt Thresholds for construction and operation Table C-1 thrau941 C-6:SRA 25, Lake Elsinore,disturbance area of 1,acre and receptor distance of 25 meters. Greenhouse Gas (GHG) Emission Analysis In September 2010, the SCAQMD CEQA Significance Thresholds GHG Working Group released a recommended threshold of 3,000 MT CO2e for all land use projects. This 3,000 MT/year recommendation has been used as a guideline for the GHG analysis for the project. Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 12 of 19 Construction GHG Emissions Greenhouse gas emissions are estimated for on-site and off-site construction activity using CaIEEMod. The table below shows the construction greenhouse gas emissions, including equipment and worker vehicle emissions for all phases of construction. Construction emissions are averaged over 30 years and added to the long-term operational emissions, pursuant to SCAQMD recommendations. Construction Greenhouse Gas Einissions Emissions (MTCO2e)' Activity On-site Off-site Total Demo i-o9 3.23 1.49 6.72 Si-e Preaaration 0.43 0.02 0.45 G,ading 1.05 0.09 1.1 c BL.iIdirig Co9strL.ction 5C.1i5 1.67 52.12 Paving 2.37 0.40 17 7 nr€hi-eotural Coat ng 0.6t 0.00 0.6' Total 60.17 3.67 63.�St Amortized over 30 years` 2.01 0.12 _.13 MTCC;e = metric-ons of carbon dioxde equ,rvalents(inck des€arson dioxide, meethane, gitro is oKde. and!or hydrofluorocarbon). `The emissions are amortized over 30 years and added to the aaerationaI emissions. DL.r=Jarlt to SCAQMD recornmendations. Because impacts from construction activities occur over a relatively short-term period of time, they contribute a relatively small portion of the overall lifetime project GHG emissions. By itself, the construction activities from this project are less than significant when compared to the thresholds recommended by SCAQMD. However, SCAQMD recommends that construction emissions be amortized over a 30-year project lifetime and added to the overall project operational emissions. In doing so, construction GHG emissions are included in the overall contribution of the project, as further discussed in the following section. Operational GHG Emissions Greenhouse gas emissions are estimated for on-site and off-site operational activity using CaIEEMod. Greenhouse gas emissions from mobile sources, area sources and energy sources are shown in the table below. As shown, the operational GHG emissions are less than the SCAQMD's 3,000 MT CO2e threshold and as a result are less than significant. Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 13 of 19 Operational 6reerlh,:Ir15e Gas Emissirins Emission Source s3FiG Emissions tPu1TCD;.e.:' Moo-i a SourCe 1,181.89 Energy Source 1 50.98 Area SoLrve 0.00 L�rate �9.1 1 .-.ion r30 year average; _.13 Total Annual Emissions 1,264.26 SCAQME:Te•3 Screening Then_ == 3,040 Exceed Tier 3 Threshold? No ' F+TTCO-e = metric-mnsof carbon diox de equ walents t Per South Coal Air Quality Management Dist rick(SC:,QMD) Draft Guidance Dommert- Interim CEQA Greenhouse Gas(GHG)Significance Threshold, October 2008 d. Water Quality: The project site is located within the San Jacinto River Sub-watershed of the Santa Ana Watershed region of Riverside County. The Santa Ana Regional Water Quality Control Board (SARWQCB) sets water quality standards for ground and surface waters within the region. Water quality standards are defined under the Clean Water Act to include both the beneficial uses of specific water bodies and the levels of water quality that must be met and maintained to protect those uses (water quality objectives). Construction of the proposed project would include grading, excavation, installation of subsurface infrastructure, and other earthmoving activities that have the potential to cause erosion that could degrade surface or ground water quality and/or violate water quality standards. The use of heavy construction equipment could result in the accidental release of hazardous materials (e.g., oils, fuels, and other water quality pollutants) that also could potentially affect surface and/or ground water quality. As required by the Clean Water Act, the project would comply with the Santa Ana Municipal Separate Storm Sewer (MS4) NPDES Permit. The NPDES MS4 Permit Program, which is administered in the project area by Riverside County and is issued by the SARWQCB, regulates storm water and urban runoff discharges from developments to natural and constructed storm drain systems in the City. Since the proposed project would disturb one or more acres of soil, construction activities would be subject to the Construction General Permit (NPDES General Permit No. CAS000002, Waste Discharge Requirements, Order No. 2009-0009-DWQ, adopted September 2, 2009 and effective as of July 2, 2010) issued by the SWRCB. The Construction General Permit requires implementation of a Storm Water Pollution Prevention Plan (SWPPP) for site clearing, grading, and disturbances such as stockpiling or excavation. The SWPPP would generally contain a site map showing the construction perimeter, proposed buildings, storm water collection and discharge points, general pre- and post-construction topography, drainage patterns across the site, and adjacent roadways. Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 14 of 19 The project site is presently a commercial building (restaurant) with large parking lots. The existing drainage runoff are collected by concrete gutters and flow west to Casino Dr. by gravity. The proposed project is a Carwash building with parking lots, driveway, and landscape areas. A Project Specific Water Quality Management Plan (PWQMP-2021-0002) dated October 4, 2021 has been prepared for the project to address the increase in polluted runoff that would occur from the proposed project. The Onsite runoff will be collected by catch basins and be pumped to the Bio-retention system. These facilities would collect runoff where it would be temporarily retained in the soil media. The plants and biological activity in the root zone would then function to take up pollutants and runoff, thus filtering the water before it is released into the storm drain system that eventually leads to Lake Elsinore. The SWPPP must also include project construction features designed to protect against stormwater runoff, known as Best Management Practices (BMPs). Implementation of these BMPs, along with regulatory compliance, would preclude violations of applicable standards and discharge regulations. The project would not otherwise substantially degrade surface or ground water quality. Impacts would be less than significant. 5. Can the project site be adequately served by all required utilities and public services? a. Fire Protection: Development of the project would be subject to the City's policies and ordinances for hazard mitigation and fire prevention. The project would be required to comply with applicable fire code requirements for construction and access to the site and as such, will be reviewed by the City Fire Department to determine the specific fire requirements applicable to ensure compliance with these requirements. Chapter 16.74 of the LEMC establishes a program for the adoption and administration of development impact fees by the City for the benefit of the citizens whereby as a condition to the issuance of a building permit or certificate of occupancy by the City, the property owner or land developer is required to pay development impact fees or provide other consideration to the City for the purpose of defraying the costs of public expenditures for capital improvements (and operational services to the extent allowed by law) which will benefit such new development. Section 16.74.049 includes a "fire facilities fee" to mitigate the additional burdens created by new development for City fire facilities. Since the proposed project includes new housing, impacts must be offset through the payment of the appropriate development impact fees. The project would incrementally increase demands for fire protection services associated with service calls, inspections, etc. The increase in demand for fire protection services from this increase is not anticipated to require the construction of new facilities or infrastructure. Therefore, the proposed project would not result in substantial adverse physical impacts related to fire protection, and impacts would be less than significant. b. Police Protection: Chapter 16.74 of the LEMC establishes a program for the adoption and administration of development impact fees by the City for the purpose of defraying the costs of public expenditures for capital improvements (and operational services to the extent allowed by law) which would benefit such new development. The proposed project would participate in this development impact fee program to mitigate potential impacts to police protection resources. Additionally, the project would be required to comply with applicable law enforcement requirements and standards to ensure adequate law enforcement protection is available to serve the project site. Potential impacts would be considered incremental and can be offset Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 15 of 19 through the payment of the development impact fee and compliance with regulatory requirements. The proposed project would not result in substantial adverse physical impacts related to police protection. Therefore, potential impacts associated with police projection would be less than significant. c. Schools: The proposed project site is located within the Lake Elsinore Unified School District(LEUSD). The Project would be required to pay school impact fees as levied by the LEUSD, which would provide funding for school facilities. The proposed project does not propose new housing which could generate new students who would require LEUSD facilities and services. Therefore, any potential impacts would be considered incremental and would be offset through the payment of the appropriate development impact fees for schools. Based on the above, the proposed project will not result in substantial adverse physical impacts related to schools. Any impacts would be less than significant d. Parks: The proposed project does not propose residential uses so it would not generate additional residents who would need park facilities or services.Therefore, a direct increase in park usage is not expected as a result of project implementation. New commercial development may cause incremental indirect impacts to park facilities from the occasional use of a park by employees during a lunch or dinner break. Section 16.34.060 in Chapter 16.34 (Required Improvements) for the LEMC requires that prior to the issuance of a building permit, the property owner or developer must pay fees for the purposes set forth in that section. Paragraph D of Section 16.34.060 describes the City's Park Capital Improvement Fund and describes that the City Council has the option to request dedication for park purposes or in lieu thereof, request that the property owner or developer pay a fee for the purpose of purchasing the land and developing and maintaining the City park system. As a commercial project, the proposed project would be required to pay park fees to the City for the purpose of establishing, improving and maintaining park land within the City. Since the project does not propose new housing so any potential impacts would be considered incremental and would be offset through the payment of the appropriate park fees. Based on the above, the proposed Project would not result in substantial adverse physical impacts related to parks. Any impacts would be less than significant. e. Other Public Facilities: The City is part of the Riverside County Library System. Section 16.34.060 in Chapter 16.34 (Required Improvements) of the LEMC requires that prior to the issuance of a building permit, the property owner or developer must pay fees for the purposes set forth in that section. Paragraph B of Section 16.34.060 describes the City's Library Mitigation Fee and states that an in-lieu fee for future construction of library improvements shall be paid to the City to assure the necessary library facilities are provided to the community. Since the proposed project would include new housing, potential impacts must be offset through the payment of the appropriate library mitigation fees.Therefore, potential impacts associated with libraries would be less than significant. Chapter 16.74 of the LEMC establishes a program for the adoption and administration of development impact fees by the City for the purpose of defraying the costs of public expenditures for capital improvements (and operational services to the extent allowed by law) Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 16 of 19 which would benefit such new development. Section 16.74.048 includes an "Animal shelter facilities fee" to mitigate the additional burdens created by new development for animal facilities. In addition, the property owner would be required to pay City Hall & Public Works fees, Community Center Fees, and Marina Facilities Fees prior to the issuance of building permits. Therefore, potential impacts associated with other public services and facilities would be less than significant. f. Wastewater/Sewer: The project site is located within the wastewater/sewer service boundary of the Elsinore Valley Municipal Water District (EVMWD). The project site's development plan proposes to connect to the EVMWD wastewater/sewer system. EVMWD has issued a Will Serve Letter for the proposed development dated April 5, 2021. According to the Will Serve Letter for the project site, Elsinore Valley Municipal Water District is willing to provide water & sewer services to the subject project. Connections to local sewer mains will involve temporary and less than significant construction impacts that will occur in conjunction with other on-site improvements. In addition, the project will be required to pay sewer connection fees. Implementation of the proposed project will not require, or result in, the construction of new wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects. Any impacts will be less than significant. g. Storm Water Drainage: On-site grading and drainage improvements proposed in conjunction with the proposed site work would be required to comply with provisions of the National Pollutant Discharge Elimination System (NPDES) program, including Waste Discharge Requirements (WDR), and the 2010 Santa Ana Municipal Separate Sewer Permit(MS4) Permit, as enforced by the Santa Ana Regional Water Quality Board (SARWQCB). Pursuant to the City's Municipal Code, all construction projects shall apply Best Management Practices (BMPs) to be contained in the project applicants submitted Stormwater Pollution Prevention Plan (SWPPP). The proposed project was required to submit a Project-specific Water Quality Management Plan (WQMP) in identifying post-construction BMPs that include drainage controls such as infiltration pits, detention ponds, bioswales, berms, rain gardens, and pervious pavement. In addition, the proposed project was required to submit a drainage study to ensure onsite and offsite drainage is accurately assessed and sufficient infrastructure is required for construction of the project. During the grading and construction phase, the applicant will need to comply with the conditions of approval placed on the project. With adherence to the Project-specific WQMP, the proposed project will not substantially alter the existing drainage pattern of the site or area, nor will it require new or expanded off-site storm drain facilities the construction or relocation of which could cause significant environmental effects. Any impacts would be less than significant. h. Water Supplies: The project site is located within the water service boundary of the Elsinore Valley Municipal Water District (EVMWD). The project site's development plan proposes to connect to the EVMWD water supply system. EVMWD has issued a Will Serve Letter for the proposed development dated April 5, 2021. According to the Will Serve Letter for the project site, Elsinore Valley Municipal Water District is willing to provide water & sewer services to the subject project. Connections to local water mains will involve temporary and less than significant construction impacts that will occur in conjunction with other on-site improvements. Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 17 of 19 In addition, the Project will be required to pay water connection fees and comply with Water Efficient Guidelines. Implementation of the proposed Project will not require, or result in, the construction of new water treatment facilities or expansion of existing facilities, the construction of which would cause significant environmental effects. Given the proposed Project's relatively small size, any impacts are considered nominally incremental and less than significant. i. Solid Waste Disposal: All development within the City of Lake Elsinore is required to comply with applicable elements of AB 1327, Chapter 18 (California Solid Waste Reuse and Recycling Access Act of 1991), AB 939 (CalRecycle), and other local, state, and federal solid waste disposal standards. The California Integrated Waste Management Act of 1989 (AB 939) requires every city and county in the state to prepare a Source Reduction and Recycling Element (SRRE) to its Solid Waste Management Plan, that identifies how each jurisdiction will meet the mandatory state diversion goal of 50% by and after the year 2000. The purpose of AB 939 is to "reduce, recycle, and re-use solid waste generated in the state to the maximum extent feasible." The project site's development plan is required to comply with applicable elements of AB 1327, Chapter 18 (California Solid Waste Reuse and Recycling Access Act of 1991), AB 939, and other applicable local, state, and federal solid waste disposal standards as a matter of regulatory policy as standard condition of approval, thereby ensuring that the solid waste stream to the waste disposal facilities is reduced in accordance with existing regulations. Impacts will be less than significant. j. Electricity: k. Natural Gas: I. Telephone Service: m. Television Service: The project site is located in a built-out, urban setting. The site and the surrounding properties are fully served by various utility service providers. There are no anticipated significant service or system upgrades required to serve the project. Any increase in the demand for public utilities by the project would be less than significant. Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 18 of 19 DETERMINATION: I find that the answers given above are adequately supported by the information sources cited following each question and that the effects of the proposed project are typical of those generated within that class of projects (i.e., Class 32 — Infill Development Projects) characterized as in-fill development meeting the conditions of Section 15332 of Title 14 of the California Code of Regulations. The proposed project will not cause a significant effect on the environment and is, therefore, categorically exempt from the requirement for the preparation of environmental documents under the California Environmental Quality Act. L =--� October 25, 2021 Damaris Abraham, Senior Planner Date APPENDICES: The following documents were used as information sources during preparation of this document. They are available for public review at the City of Lake Elsinore, Community Development Department, 130 South Main Street, Lake Elsinore, CA 92530, ph. (951) 674-3124. 1. Tommy's Express Carwash Air Quality and Greenhouse Gas Analysis, prepared by RK Engineering Group, Inc., 10-02-2020 2. Project Specific Water Quality Management Plan Tommy's Express Carwash, prepared by Tritech Engineering Associates, Inc., 10-04-2021 3. Tommy's Traffic Impact Study, prepared by RK Engineering Group, Inc., 01-11-2021 4. Tommy's Express Carwash Noise Impact Study, prepared by RK Engineering Group, Inc., 10-09-2020 Tommy's Express Carwash Class 32 Categorical Exemption Checklist— Page 19 of 19 Planning Application No. 2020-107 AP N: 363-171-005 VICINITY MAP 02 PROJECT SITE y S `S 0 OAP � 26� �9 Fsyo. .....................�. c ------------- ----- --- �s . �o 0 2� o � Q 0 ............ CITY ❑F •� LASE 2LSrNOkE *" DREAM EXTREME ` ' • 11 • tf sit _ I j r� •a 77�✓' R ` Nk ; t OFF �+ �I` 4hk fi t ; +• ��� o �[�c3� ID , oo-p000o - -oo ,o a 1 �` G�Gt��Jet o o° o Gb6t7C 11 oDo IIC� o , A B C D E F G H I J K L M N 0 P Q R S T U V W X Y Aix w �» Z rn • w P. � t �� O w�� , x0 a z°°C0 9i Mz� I to wW0 a�D _ a W;: D N W T x0,ME 2 2 a ,`� EEC Zw� wow 9 Pq zE� o'er a a� w w xEx �D xoU 3 3 o py 0 O a O� P, o�A W O W U E U) �D F z w �a�D 4 31706 CAS NO DR * 4 w WazE; E- �Ozw OVVY S X SS CA � WAS z U F zWO� 9 z T WZ WLAKE ELS NORE CA * 92530 H alWM0 O A 5 5 E <4M x E- a ig CLIENT: A 6 6 E MR. MIKE LUDFRS O H A W z 7 7 w as x PROJECT: E TOMMY'S EXPRESS 8 8 z - CARWASH 9 DESCRIPTION r _fi _- =•<. 10 - 10 z - a COVER PAGE - U O _ I w A J1706 CASINO DR. —7 - w rx 12 �� - 12 o LAKE ELSINORE CA. E- O z a JOB NUMBER: ------------- ____-- w 1 1 19—303 ----- _ w E PLOT DATE: 10/20/2020 DRAWN BY: 14 14 r4 WM w x H z E- H a o DATE REVISION TYPE a L,5 ,5 PROJECT CONSULTANTS PROPERTY INFORMATION INDEX OF DRAWINGS x F 0 GRADING DESIGN: ENVIRONMENTAL SITE ASSESSMENT (PHASE I) PROJECT ADDRESS: CS COVER SHEET -- ALTA SURVEY LAMDA ENGINEERING AND DEVELOPMENT, INC. CARES, CORP. MR. MIKE LUDERS x 33175 TEMECULA PARKWAY A-505 4617 CALAVO DRIVE TOMMY'S EXPRESS CARWASH CS-1 DEMOLITION PLAN c� 16 TEMECULA, CA. 92592 LA MESA, CA. 91941 31106 CASINO DR. CS-2 PROPOSED SITE PLAN PG-1 GRADING AND DRAINAGE NOTES 16 a (951) 440-8534 (800) 258-1490 LAKE ELSINORE, CA. 92530 PG-2 PRECISE GRADING PLAN O LAMDADEVI @GMAIL.COM U APN NUMBER: PG-3 EROSION CONTROL PLAN ARCHITECTURAL DESIGN: PRELIMINARY WQMP PLAN A100 BUILDING FLOOR PLANS 363-171-005-6 A200 BUILDING ELEVATIONS �a PROGRESSIVE ARCHITECTURE ENGINEERING, INC. ARCH ENGINEERING, INC. A300 BUILDING SECTIONS 000016— 1811 4 MILE RD. 117 S. MAIN ST. SUITE 101 OCCUPANCY USE: A400 DUMPSTER ENCLOSURE o / GRAND RAPIDS, MI, 49525 LAKE ELSINORE, CA. 92530 (616) 361-2664 (951) 245-421 1 NEIGHBORHOOD LIGHT COMMERCIAL \� PROGRESSIVEAE.COM ARCHENG117®GMAIL.COM CONSTRUCTION TYPE: 0 17 ALTA SURVEY 17 H AMERICAN NATIONAL (SURVEY PREPARED BY) u� \ BLEW AND ASSOCIATES, P.A. LEGAL DESCRIPTION: 3825 N. SHILOH DRIVE RECORDED BOOK/PAGE: PM 128/20 w FAYETTEVILLE, AR. 72703 SUBDIVISION NAME: PM 20268 SURVEY®BLEWINC.COM LOT/PARCEL: 3 GEOTECHNICAL ENGINEER: BRACT NUMBER: 0 BUILDING CODE SOIL EXPLORATION COMPANY, INC. lGj �O 18 7535 JURUPA AVE., UNIT #C 18 0 RIVERSIDE, CA. 92504 OCCUPANCY: � O . (951) 688-7200 BUSINESS GROUP FLOOD PLAIN REVIEW: The plans for this project are to comply with the following codes: \O R WikS H SYSTEMS SOILEXPL®YAHOO.COM GROUP "B" OUTSIDE FLOOR PLAIN • 2019 California Residential Code d CAAIR QUALITY AND GREENHOUSE GAS ANALYSIS • 2019 California Building Code >" / LOT SIZE: FLOOD CONTROL DISTRICT: �D RK ENGINEERING GROUP, INC. • 2019 California Electrical Code H 4000 WESTERLY PLACE, SUITE 280 1.18 ACRES RIVERSIDE COUNTY FLOOD • 2019 California Fire Code NEWPORT BEACH, CA. 92660 CONTROL • 2019 California Mechanical Code (949) 474-0809 YEAR BUILT: • 2019 California Plumbing Code 19 Q RKENGINEER.COM 1988 WATERSHED: • 2019 California Energy Code 19 NOISE IMPACT ANALYSIS SAN JACINTO VALLEY HISTORIC DESIGNATION: SHEET NUMBER RK ENGINEERING GROUP, INC. NONE SCHOOL DISTRICT: 4000 WESTERLY PLACE, SUITE 280 LAKE ELSINORE UNIFIED NEWPORT BEACH, CA. 92660 FIRE SPRINKLERS: (949) 474-0809 PALEONTOLOGICAL SENSITIVITY: Notes: RKENGINEER.COM YES HIGH SENSITIVITY (HIGH A) All rights reserved. The drawings, information, content and procedures TRAFFIC STUDY AND ANALYSIS FIRE ALARM: described herein are for the exclusive use of Matzuy and Associates and as ■ such, are not to be reproduced in any form of media, current or future or 20 I , , RK ENGINEERING GROUP, INC. YES disclosed to others without the expressed written consent of Matzuy and 20 4000 WESTERLY PLACE, SUITE 280 Associates. Distribution or duplication of the documents is to be construed NEWPORT BEACH, CA. 92660 HIGH FIRE HAZARD SEVERITY ZONE: as publication in derogation of these rights. Visual contact with these (949) 474-0809 NONE documents shall constitute evidence of acceptance of these restrictions. RKENGINEER.COM A B C D E F G H I J K L M N 0 —F P Q R S T U V W X Y * Commercial Real Estate Due Diligence Management American 3465SoutnceManageh Arlington SuiteE#183 Legend of Symbols 8c Abbreviations VICINITY MAP Zoning Information Notes Corresponding to Schedule B National Akron, OH 44312 STATUS PROPERTY IS CURRENTLY ZONED: STATUS 10 10.ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM FREEWAYS ADJOINING THE PROPERTY HAVE SURVEY FEATURES SURVEYING SYMBOLS AWAITING ZONING REPORT BEEN RELINQUISHED IN THE DOCUMENT RECORDED JANUARY 26, 1955 AS BOOK 1685, PAGE 142;SEPTEMBER 866.290.8121 BOUNDARY LINE FOUND MONUMENT(AS NOTED)❑M SET/FOUND CONC. MONUMENT ITEM REQUIRED OBSERVED Contact info: 22, 1978 AS INSTRUMENT NO.200564 AND AUGUST 16, 1983 AS INSTRUMENT NO. 166270,ALL OF OFFICIAL ----- FORTY LINE ®COMPUTED POINT ®• SET/FOUND COTTON SPINDLE RECORDS. www.amnational.net - CENTERLINE OF ROAD DA DUMPSTER AREA P.O.C. POINT OF COMMENCEMENT PERMITTED USE N/A SHOPPING CENTER AFFECTS, PLOTTED AND SHOWN -x-x-x- FENCE LA LANDSCAPING P.O.B. PONT OF BEGINNING MEASURED/CALCULATED C/L CENTERLINE OF ROAD (M) DIMENSION R/W RIGHT-OF-WAY OG MIN, LOT AREA N/A 51,211 SF 11 11.THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED"COVENANT AND AGREEMENT" (R) RECORD DIMENSION N/F: NOW OR FORMERLY BHL BUILDING HEIGHT LOCATION '9G MIN. FRONTAGE N/A 165' RECORDED MAY 27, 1986 AS INSTRUMENT NO. 121962 OF OFFICIAL RECORDS. MAX. BLDG COVERAGE N/A 17.5% AFFECTS,CONTAINS NO PLOTTABLE ITEMS UTILITY SYMBOLS MIN. SETBACKS FRONT N/A 22.58 �� 9� ' 12 12.THE TERMS, PROVISIONS AND EASEMENT(S)CONTAINED IN THE DOCUMENT ENTITLED"DECLARATION AND SS SANITARY SEWER • BOLLARD ® MANHOLE �W WATER METER CLEAN-OUT s GRANT OF EASEMENTS"RECORDED MAY 27, 1986 AS INSTRUMENT NO. 121963 OF OFFICIAL RECORDS. CO EASEMENTS SITE MIN. SETBACKS SIDE N/A 3.55' Notes: DOCUMENT(S)DECLARING MODIFICATIONS THEREOF RECORDED MARCH 03, 1992 AS INSTRUMENT NO.73349 y.� POWER POLE i!S FIRE HYDRANT --- INGRESS&EGRESS EASEMENT pZI WATER VALVE LIGHT MIN. SETBACKS REAR N/A 3.33' Because there may be a need for OF OFFICIAL RECORDS. anteing codes, of the applicable AFFECTS, BLANKET IN NATURE - BUILDING SET BACK zoning coddess, we refer you to UTILITY EASEMENT © STORM WATER E] UTILITY HANDHOLE Riverside County Planning for ELECTRICAL BOX p Sys MAX BUILDING HEIGHT N/A 28' zoning lows and applicable codes. 13 13.THE TERMS, PROVISIONS AND EASEMENT(S)CONTAINED IN THE DOCUMENT ENTITLED"EASEMENT AND A L T A/N S P S Land Title Survey HANDICAP PARKING K /'1'O PARKING REGULAR N/A 38 AGREEMENT CONVEYANCE"RECORDED MAY 27, 1986 AS INSTRUMENT NO. 121965 OF OFFICIAL RECORDS. UTILITY VAULT Z �.Q AFFECTS, PLOTTED AND SHOWN 31706 CASINO DRIVE 4-PFIREDEPARTMENTCONNECTION p� PARKING HANDICAP N/A 3 PARKING TOTAL N/A 41 14 14.THE TERMS, PROVISIONS AND EASEMENT(S)CONTAINED IN THE DOCUMENT ENTITLED"DRIVEWAY EASEMENT AGREEMENT"RECORDED MAY 27, 1986 AS INSTRUMENT NOS. 121966 AND 121968,BOTH OF OFFICIAL SURVEYOR CERTIFICATION NOT TO SCALE RECORDS. AFFECTS, PLOTTED AND SHOWN 15 15.AN EASEMENT FOR EITHER OR BOTH POLE LINES,CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 25, 1986 AS INSTRUMENT NO.300659 OF OFFICIAL RECORDS. Utility Notes Encroachment Notes IN FAVOR OF: SOUTHERN CALIFORNIA EDISON COMPANY 31706 CASINO DRIVE AFFECTS: AS DESCRIBED THEREIN LAKE ELSINORE, CA 92532 AFFECTS, PLOTTED AND SHOWN COUNTY OF RIVERSIDE THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND NONE OBSERVED APPURTENANCES ONLY.THE SURVEYOR WAS NOT PROVIDED WITH UNDERGROUND PLANS OR 16 16.AN EASEMENT FOR EITHER OR BOTH POLE LINES,CONDUITS OR UNDERGROUND FACILITIES AND SURFACE GROUND MARKINGS TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES. INCIDENTAL PURPOSES, RECORDED APRIL 09, 1987 AS INSTRUMENT NO.98254 OF OFFICIAL RECORDS. TO: KICK EXPRESS LLC; FIRST AMERICAN TITLE INSURANCE COMPNAY; AND AMERICAN NATIONAL, LLC, THIS IS TO IN FAVOR OF: SOUTHERN CALIFORNIA EDISON COMPANY CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 AFFECTS: AS DESCRIBED THEREIN MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS,JOINTLY ESTABLISHED AND ADOPTED AFFECTS, PLOTTED AND SHOWN BY ALTA AND NSPS,AND INCLUDES ITEMS 2,3,4,6A,6B,7A,7B1,7C,8,9,10A,13,14,16,17,18,19,20 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON 03/05/2020. 17 17.COVENANTS,CONDITIONS, RESTRICTIONS, EASEMENTS,ASSESSMENTS, LIENS,CHARGES,TERMS AND BUCKLEY D.BLEW PROVISIONS IN THE DOCUMENT RECORDED JULY 12, 1988 AS INSTRUMENT NO. 192247 OF OFFICIAL RECORDS, LAND SURVEYOR NUMBER:6272 WHICH PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY FIRST IN STATE OF CALIFORNIA MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE,BUT DELETING ANY COVENANT, DATE OF PLAT OR MAP:03/05/2020 DATE OF LAST REVISION:03/13/2020 CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, FOUND 1.5" COLOR, RELIGION,SEX, HANDICAP, FAMILIAL STATUS,NATIONAL ORIGIN,SEXUAL ORIENTATION,MARITAL NETWORK REFERENCE#20200286-1 / IRON PIPE STATUS,ANCESTRY,SOURCE OF INCOME OR DISABILITY,TO THE EXTENT SUCH COVENANTS,CONDITIONS OR wq� RESTRICTIONS VIOLATE TITLE 42,SECTION 3604(C),OF THE UNITED STATES CODES.LAWFUL RESTRICTIONS SURVEY PREPARED BY: L // UNDER STATE AND FEDERAL LAW ON THE AGE OF OCCUPANTS IN SENIOR HOUSING OR HOUSING FOR OLDER BLEW N. SHILOH DRIVE ASSOCIATES,P.A. 3825 N. �� , PERSONS SHALL NOT BE CONSTRUED AS RESTRICTIONS BASED ON FAMILIAL STATUS. V� ® , DOCUMENT(S)DECLARING MODIFICATIONS THEREOF RECORDED JULY 12, 1988 AS INSTRUMENT NO. 192249 OF FAYETTEVILLE,AR 72703 BUCKL S. SURVEY UPDATES:SURVEY@BLEWINC.COM D" BLOW OFFICIAL CONTAINS NO PLOTTABLE ITEMS 18.THE TERMS, PROVISIONS AND EASEMENT(S)CONTAINED IN THE DOCUMENT ENTITLED"EASEMENT AND 1 = 40� AGREEMENT CONVEYANCE"RECORDED DECEMBER 05, 1988 AS INSTRUMENT NO.355217 OF OFFICIAL CAL�F�/ / / v �, GRAPHIC SCALE RECORDS. / \ DOCUMENT(S)DECLARING MODIFICATIONS THEREOF RECORDED DECEMBER 05, 1988 AS INSTRUMENT NO. 0 20' 40' 80' 355218 OF OFFICIAL RECORDS. AFFECTS, PLOTTED AND SHOWN / 18 \ 9�F` 19 19.AN EASEMENT FOR CONSTRUCTION,RECONSTRUCTION, REPLACEMENT, REPAIR, MAINTENANCE AND USE y/ Iz-V �v� \\ ELECTRIC �,+ �FA�� OF AN ACCESS ROAD AND A PIPELINE FOR WATER SUPPLY PURPOSES TOGETHER WITH ALL NECESSARY N/F: SMBD INV EASEMENT FIXTURES AND INCIDENTAL PURPOSES, RECORDED APRIL 04, 1991 AS INSTRUMENT NO. 109216 OF OFFICIAL •/ �� J� / \ 300 DIAMOND DR \+ �s��[t RECORDS. LAKE ELSINORE, A 92530-4465 / Q\(1�Q / \\ PARCEL 1 OF 4r/ 1: A\ PARCEL MAP No. 20268 h / O G P\' / \ APN :363-171-003 < q ` IN FAVOR OF: ELSINORE VALLEY MUNICIPAL WATER DISTRICT,A PUBLIC AGENCY DRAWN BY:AJO hog/ ��Qr // \\ \ �L�.c� AFFECTS: AS DESCRIBED THEREIN JOB REF.#:20 1137 tio,/ \Q-QJ PGj / \\ ��/yam /� AFFECTS, PLOTTED AND SHOWN 18 PARCEL 3 OF \ �� Q 20.THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED"DECLARATION OF COVENANT 13 PARCEL MAP N0. 20268 \ RUNNING WITH THE LAND AND AGREEMENT OF NONRESPONSIBILITY"RECORDED APRIL 30, 1996 AS INGRESS EGRESS APN 11 SQ. Fr. 3.33' INSTRUMENT NO. 154459 OF OFFICIAL RECORDS. / JP JP / \ EASE ENT \ 51211 AC S ± AFFECTS, BLANKET IN NATURE 1.176 ACRES t �+ A ASPHALT 0P{ ��AS.7S• \+vu,,22, 21.THE FACT THAT THE LAND LIES WITHIN THE BOUNDARIES OF THE RANCHO LAGUNA REDEVELOPMENT PROJECT AREA NO. II,AS DISCLOSED BY THE DOCUMENT RECORDED JULY 07,2009 AS INSTRUMENT NO. 2009-0346669 OF OFFICIAL RECORDS. N/F: ELSINORE DYNASTY HOLDINGS LAKE ELSINORE INV \ g l +�+so q>>. AFFECTS, BLANKET IN NATURE 250/ / D DR LAKE ELSINORE,NORE, AN 92530-4464 / / .�6�' '�• �� 00�5 \+�,7,��J Legal Description / PARCEL No.OF 0268 ^ �/ HL , \+ APN PARCEL,363-171-004 ^;��� s �ss�o� �+ 0 Miscellaneous Notes THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF +LIMITS OF No Access CALIFORNIA,AND IS DESCRIBED AS FOLLOWS: / FOUND 1" IRON PIPE o° A /� • o ,9�So�� p0 +(HATCHED AREA) SOME FEATURES SHOWN ON THIS PLAT MAY BE SHOWN OUT OF SCALE FOR 11, ID /� o / v MN 1 PER PARCEL MAP 20268 I p,0 ,�O � �> 'PS � + CLARITY. PARCEL 3 OF PARCEL MAP NO.20268, IN THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS PER I t6 / / 6Q5 \ \ 00 MAP FILED IN BOOK 128 PAGE(S)20 THROUGH 22 INCLUSIVE OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF `� F, / \ 'i'O o �+ DIMENSIONS ON THIS PLAT ARE EXPRESSED IN FEET AND DECIMAL PARTS SAID COUNTY. \ l\ / F�J� ' / \ ��F �� / / \\+ MN2 THEREOF UNLESS OTHERWISE NOTED. BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN AND ARE USED TO DENOTE ANGLES ONLY. MONUMENTS WERE FOUND FOR CONVEYANCING PURPOSES ONLY:APN 363-171-005-6 \ \ / ��P/ / \ / / AT POINTS WHERE INDICATED. AT THE TIME OF THE ALTA SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF / GQ LA \ \ / / \ \ \ MN3 BEING THE SAME LAND AS DESCRIBED IN TITLE COMMITMENT ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, \ ti \\ / Go`' < � \ / / / \ EARTH WORK,BUILDING CONSTRUCTION,OR BUILDING ADDITIONS WITHIN RECENTMONTHS. COMMITMENT FILE NO.: NCS-992415-ONT1,WITH AN EFFECTIVE DATE OF NOVEMBER 26,2019 AT 8:00 A.M. sr\S \ /\ Q5 LA / \ \ \ LA •na \ \ �'% AT THE TIME OF THE ALTA SURVEY THERE WERE NO CHANGES IN STREET S+ \` ACCESS / , F t�P 16 ASPHALT RIGHT-OF-WAY LINES EITHER COMPLETED OR PROPOSED,AND AVAILABLE FROM Q� EASEMENT / SF�lPi \ \ THE CONTROLLING JURISDICTION OR OBSERVABLE EVIDENCE OF RECENT STREET 59.51/ �As FAT \ Q \ \ OR SIDEWALK CONSTRUCTION REPAIRS. \��J \� SPHALT/ �Q� / a/ ra�WATER \ 1 \ \ \ MN5 AT THE TIME OF THE ALTA SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF SITE EASEMENT \ �Ohl \ USE AS A SOLID WASTE DUMP,SUMP,OR SANITARY LANDFILL. Site Information \. \ / / / / ^ 150.83' 19 5 5�0 \ \ \ MN6 AT THE TIME OF THE ALTA SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF SITE \ o , / 14.4 00,E S ASPHALT `a0" \ O USE AS A CEMETERY,ISOLATED GRAVE SITE OR BURIAL GROUNDS. TOTAL NUMBER OF PARKING SPACES IS 41,WHICH INCLUDES 3 DESIGNATED GIUSEPPE NAPOLI/VITINA NAPOLI/NAPOLI PETER A MN7 `�1 HANDICAPPED SPACES.TOTAL OF 8 BAY DOORS LOCATED AT THE TIME OF THE 31706 CASINO DRIVE LAKE ELSINORE,CA 92532 0° \ / \ SURVEY APN:363-171-005 EP/ \ / \ C N/F: ASHOK TALWAR / KAY TALWAR 51,211 SQUARE FEET± o \ C \ n -�BHL - \ 1 31712 CASINO DR 36 MN$ COMPLETED FIELD WORK WAS MARCH 5,2020. � ri $' � LA LAKE ELSINORE, CA 92530-4512 1.176 ACRES± \ LA\ \ N \ `� PARCEL 4 OF 0. \ \ u9 \ F PARCEL MAP NO. 20268 MN9 THE BASIS OF BEARING FOR THIS SURVEY IS THE THE CENTERLINE OF CASINO APN :363-171-008 � \ \ 1 STORY MASONRY •�• \ LA DRIVE WHICH BEARS N 43°39'05"W PER PER CALIFORNIA STATE PLANE \ \ a 6430 SQ. FT. ± \ COORDINATE SYSTEM,SIXTH ZONE,NAD83-2011. \ 0 \ >• HEIGHT: 28' ± MN10 LATITUDE:33°39'37.91788" LONGITUDE:117°17'54.11946" OL \ ado. \ �\F4'yq�' 9a �13�/ O CONVERGENCE ANGLE:-0°34'33.94498" L /L '° \ tiC h OJT / 9��9 �\ sS \4 \ \ S MN1 1 (THE DISTANCES SHOWN HEREON ARE GRID) s���� sr�B9S/ 6 Op0 \0- LA\\ COMBINED SCALE FACTOR:1.00002967 9`r% �/` 9 AG os'01 o�J�J \\ �9 O MN 12 THE NEAREST INTERSECTING STREET IS THE INTERSECTION OF DIAMOND DRIVE �� �/\4y OF \� ti. AND CASINO DRIVE,WHICH IS APPROXIMATELY 124'FROM THE SOUTHWEST '�y C' O P-1 p, \ \\ CORNER OF THE SUBJECT PROPERTY. 15 � \ \ \ / %�' MN 13 THE SUBJECT PROPERTY HAS DIRECT PHYSICAL ACCESS TO CASINO DRIVE BEING 0, `\6 EASEMEN RIC \ \ 22 �/ ate, A PUBLICLY DEDICATED RIGHT-OF-WAY. 4. 0. LA 3.55' MN 14 EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT,THIS SURVEY DOES J- NOT PURPORT TO REFLECT OF ANY OF THE FOLLOWING WHICH MAY BE � y D APPLICABLE TO THE SUBJECT PROPERTY:EASEMENTS,OTHER THAN POSSIBLE IS \ O EASEMENTS WHICH WERE VISIBLE AT THE TIME OF SURVEY;RESTRICTIVE \ COVENANTS;SUBDIVISION RESTRICTIONS OR OTHER LAND USE REGULATIONS; \ AND ANY OTHER FACTS WHICH AN ACCURATE TITLE SEARCH MAY DISCLOSE. THERE IS NO EVIDENCE OF ANY DELINEATED WETLAND AREAS,PER THE U.S.FISH& WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY WEBSITE.NO MARKERS FROM A FIELD DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST \ ` WERE OBSERVED DURING THE COURSE OF THE ALTA SURVEY. FOUND 3" -- MN 16 THE FOLLOWING ITEMS,IF ANY,ARE PLOTTED ON THE SURVEY TO THE EXTENT NOTE: BRASS DISK REFERENCED ON THE APPLICABLE TITLE COMMITMENT:(1)ALL PLOTTABLE AREAS FLOOD I V 0 I L. PER PARCEL MAP 20268 DENOTED IN THE RECIPROCAL EASEMENT AGREEMENTS AND II THE BOUNDARY By graphic plotting only, this property is in Zone ( ) X of the Flood Insurance Rote Map,Community Panel No. LIMITS ONLY OF ALL OFFSITE APPURTENANT EASEMENTS. 06065C2041G Which bears on effective dote of 08 28 2008 and is not in a Special Flood Hazard Area. MN17 WALIN LS WIDS TO ALTA TABLE A ITEM 1 O(A),TH RESPECT TO ADJOINING PROPT VISIBLE CERTAIN ERTIIES WERE OBSERVED A THE TIME Zone X is the area determined to be outside the 500-year flood and LINE BEARING DISTANCE THE FIELDWORK WAS PERFORMED,NOR WERE ANY DESIGNATED BY THE CLIENT, L1 N 46'37'36" W 4.23' M NECESSARY PERMISSIONS WERE NOT PROVIDED. protected by levee from 100—year flood. LINE BEARING DISTANCE L1 N 46'37'27" W 4.23' R Sheet 1 of 1 A B C D E F G H I J K L M N 0 P Q R S T U V W X Y w 2 w A • �a o o� ao ao U x A 0 co co pi I i m z� wco— �°c° a�w _ a 00 N W 2 2 aco,20,c° FHco z E 2PQ WOW N 43 45>22>> W 160. 77>(R) PQ zEw 0r� N 43°45'31 W 160co PQ .77'(M) a a�� w w xEx h 0 co • V --- ----- ----- ----- ----- ----- ----- ----- ----- ----- -- .- fs+ �r 3 �CO( 3 0 � �••�o O� IIO O"J f f Z V4 • \O ✓/O �� EXI ING PARKING S LLS 0 A E PSG P„�,`` ��� i W (4� a Q / �' z 'oo� 4 w wa z ---------------------------- Z Ix x W 4 G�� � � P _-�;;�,, ;�;' ADJACENT � z�� • QP�P �``�'�� PROPERTY �W0 o i F AWWC7 i i i i i i i i W i 1 / , as z • � �(� I i • i`ii 5 o U) • I J a 5 I i i i Fwi wy - 1 /O O I i W i i Fly co W F� C ��n ``C��.` I I iiiiiiiii`ii EXISTING PARKING STALLS x E"��m • o I / ( 1V ///---••• ° I I i• i i Ey �\I n i i i W i 1 v I 1 I I W i W W i i i i i i i i i • i i i 1 ° CLIENT: I J a d o °° I .' _ d ° °� _. I I Q d ° c ° a CD Rai 6 i i i i i i I Q ° d I I Z I d ° ° ° ° ° .. 6 W i ______________________________________________; ° I N z M R. MIKE LUDERS X I I W Y • • II � o 0 0- I I �•• w EXISTINGco I I i DRIVEWAY O. � .Q 7 w �!`- _ - o i i i• / /'' i i i i i i i i i i i i i i i • i i i i i , / i i i iH�•Y i i i i i i i i i i i i i i i i i i i i i i i i i i W � / iiiiii IW '� �`�' x PROJECT: i i i i i 0 i , i i i i i i i i i i i i i i I E- i i i •i i i i i i i i i i i i •� 1 P—i`^</('�/ � 1 L0 Wii•iii I T —1 �!O �° I`'J�VAy TOMMY'S EXPRESS 8 •` i I I co \ n�j �O� 8 z i i�i i i I I Q p o o � O ii i •i i ii II II r • O����P O\ 'O�Ob J J z0 � � iJi of wzZ F-I CARWASH U) 0 U) cf) 0 a- U) 0 0 z > z > Z m • �\/,0 �O LLLL I Z Q Z Q i I Y :2 Y U O �,i�i I I Q � Q � w P �� 1' P� \/,��D W g Q O.i i I I � w � w � w � w 1. '�j Q l,� g z O Oliii ' I om om om om C- I - - o o.•i i i II II cn.� n ~ En Z-= Q P x w w w ow i I I I I ' J W�i W iLLJ w DESCRIPTION i i I I z 0-) i I I • 10 O O•i• ii i i � 10 z pq NN i IILiJ iWiiiiiiiiiiiiiiiiiiiii iWiWiWiWiWiW WiWiWiWiWiW A ii ° EXISTING AND DEMO i i I I LANDSCAPE AND EXISTING LANDSCAPE AND LANDSCAPE AND ° d ° ° a .° • i I I z CURB TO BE LIGHT CURB TO BE ° �d ° ° , a Z Z•iii I I REMOVED REMOVED CURB TO BE d ° o Q POLE REMOVED ° ° ° d A TO BE REMOVED I • SITE PLAN 11 iii• ii II iiiiiiiiiiii 11 ILI--J LOCATION OF I iiiiiiiiii � i i iw i i I I W EXISTING FIRE i i• i I HYDRANT • iiiiiii W ii A 31706 CASINO DR. i i i i i i i i• i i I I } �i i i i ^ • i i i i i i i •i i I I Z i u� i i i � • �„I iO a � LANDSCAPE AND i i i i i •i CURB TO BE 12 iiiiii•kii II ISTING STALL REMOVED 12 � LAKE ELSINORE CA. (To B ED) ADJACENT o i i i i •i i i EXI TI�1G - ---- ---- ---- ---- --- ---- ---- ---- ---- -- --- --- ---- ---- ---- -- iiii`• ii DRIViEW% j o ■■■y , ; ; PROPERTY z i i i iN'i i I I W i• i I I • I r;--f-- --- -- I Alp EXISTING V I z 13 iii;iii I I LIGHT j ii 13 a i i i I I , ii a JOB NUMBER: I LANDSCAPE AND i i w 1 1 19—303 i•i i i i t J CURB TO BE m i• i ' i i F PLOT DATE: REMOVED i i No ii I I 0 > �0� J `O • i 10/25/2021 I I � \• V LL� � � '' � EXISTING a DRAWN BY: i i W W W i 14 i`iiiii�ii i I � w �� Q �� - -;- ---- -- a LIGHT iW 14 w WM • I I c m ! Gj O i i i i i i i O ---- Ld i00 • i W I W 1 Ld � O Y z ADJACENT I I ; ', `° ���� a E PROPERTY I ; s ,�o o o DATE REVISION TYPE Ia I I Ix 0. 15 ; j I � w � 15 a pq EXISTING I E-I • LIGHT A POLE I EXISTING GENERAL NOTES I • i i ��. i i i i i i VAULT LOCATIO i i W W W W W W W W i I i i i i w OF STO M li i i i i i i CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS I I /n� 16 ` iiiiiiiiii iiiiiiiii i I I ii` i t OVERHANGDRAIN iiiii i i i 16 a i i i i I I i i _ __ ____ ____ ___ ____ ____ ____ ____ ____ _T_ __ __._!__�__ _ _r !' i i i LOCATION OF BEFORE STARTING WORK AND NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANY O i i i i i i i i i i i i �- _ i i W W W W i i i i i i i i i I i i i i i i i i i i i i i i i i i / / / i i i i i i i i i i i i i i X FIRE i i i i i i i i i i ..... i i i I I I i i i i i i i i i i i i i i i i i i�__l__-�C__�1__ ____ ____ ____ ____ ___ ___1_.i 1 DISCREPANCIES 1 E ISTING i i i W W W W W W W W W W W W W W W W i W i W i W i W i W i W i W i W i i i i i i i i i i i i i i HYDRANT � i •i ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING a i i i i i i W i W i W i W i W i i i i i i i i i i i • / � i i i i i i i i i i i i i W i W i W i W i W i W i W i W i W i W i W i W i W i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i W i W i W i W i W i.......i i i •• i i � i i i i i i i DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE z i i i i i i i i i i i i i i i ENGINEER OF RECORD BEFORE PROCEEDING WITH ANY WORK. o R/W i i i ° i • • ar ��+• .ice. r+• W�_+• •A ,. wc► • s a•+I�. .i•.�.• . . • I� •+�:�•• • •• _�•v • r_ s • _R/W ° + d,. v.°' ° a v: d ° ° ° COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND OTHER o �. ° °' a ° ° 00° ° ° ° v A. ° ° .d ° EXISTING SIDEWAL REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION OF THE PROJECT. 17 DO NOT IMPACT OR DECREASE ANY OF THE FOLLOWING: FIRE PERFORMANCE, 17 N 43°39'05" W 165.00'(M) ACOUSTICAL PERFORMANCE, ENERGY PERFORMANCE, OPERATIONAL LIFE, SAFETY EXISTING FACTORS OR ANY ASPECT OF THE BUILDING DESIGN, ESTHETICS OR DO NOT N 43°3 8'56 W 16 5.00'(R) LIGHT POLE DISTURB THE WORK OF OTHERS WITHOUT PRIOR APPROVAL. Q OO �Gj SUBMIT COPIES OF INSPECTION REPORTS, NOTICES AND SIMILAR DOCUMENTS TO GO ci THE BUILDER / OWNER WHEN NECESSARY FOR REVIEW. �V ;� CONTRACTOR SHALL PROVIDE ADEQUATE AND SAFE TEMPORARY ERECTION BRACING 18 BASIS 0 F BEARING OF ALL BEAMS, WALLS, (ETC.) THAT PROVIDE STRUCTURAL STABILITY, BRACING SHALL 18 o Q NOT BE REMOVED UNTIL THE COMPLETED STRUCTURE IS CAPABLE OF SUPPORTING N 4303905 W 178.97'(M) N 43039'05" W 2556. 57'(M) �/� EACH TEMPORALLY BRACE ELEMENTS FOR ITS FULL LOAD. c \O IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR DUGIN THE COUSE OF CONSTRUCTION TO VERIFY UNIFORM DISTRIBUTION OF BUILDING MATERIALS ABOVE � / C A S I 0 DR FRAMED FLOORS, BEAMS AND ROOFS TO PREVENT ANY DEFLECTION OF FRAMING N MEMBERS. Val RIA BL E PUBL I C RI GH T— OF— WA Y � DELIVER, HANDLE AND STORE MATERIALS IN STRICT ACCORDANCE WITH THE 19 MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS TO PROTECT FROM DAMAGE 19 AND COORDINATE STORAGE WITH THE OWNER. SHEET NUMBER 6 5 A SPHA L T PA VEME�I T REMOVE AND REPLACE WORK WHICH DOES NOT CONFORM TO THE REVIEWED AND APPROVED SET OF PLANS. EVERY SLEEPING ROOM SHALL HAVE ONE OPERABLE WINDOW OR DOOR APPOVED FOR EMERGENCY ESCAPE OR RESCUE THAT SHALL OPEN INTO A PUBLIC STREET, ALLEY, YARD OR EXIT COURT. THE EMERGENCY DOOR OR WINDOW SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A FULL CLEAR OPENING OF AT LEAST 20 5'-7" SQUARE FEET. 20 A B C D E F G H I J K L M N 0 P Q R S T U V W X Y SCALE: 1/8" = 1'-0" A B C D E F G H I J K L M N 0 P Q R S T U V W X Y z� Q U N p Q m Lo 0 N bi 0) D w 1 PLAN 1 Z Naz � W Z 0 wg5 in OPROPOSED NEW LANDSCAPE SHRUBS AND PLANTS. SEE LANDSCAPE �°, >vi= PRELIMINARY DESIGN DOCUMENTS 1 =a~ J E Z�m NCO OEXISTING PLANTER AREA. PROTECT ALL EXISTING PAVEMENT, CURBS, w o GUTTERS, TREES AND LANDSCAPE SHRUBS IN PLACE. REPLACE ANY /�� g w 2 DAMAGED IMPROVEMENTS, IRRIGATION LINES, LANDSCAPE SHRUBS AND 2 Y rn�o w z o TREES. n.`E o n 3 O EXISTING LOCATION OF FIRE HYDRANT. w� 3 m Q „ , O LOCATION OF PROPOSED ACCESSIBLE PATH OF TRAVEL (MAXIMUM OF g 3 0 a:Q 22 W 160.77 (R)N 43 45 2% SLOPE IN ALL DIRECTIONS) Of a- o N 43°45'31 " W 16 0. 7 7 (M) ( LOCATION OF PROPOSED NEW CONCRETE SIDEWALK m V) Q uj O6 LOCATION OF RELOCATED LIGHT POLE ~= 3 3 0 owz lb ____ _____ _____ _____ _____ _____ _____ _____ _____ _____ __ O LOCATION OF DIRECTIONAL SIGN (INTERIOR CLEANING) DIGITAL PRINT °' 'L w ON OPAQUE WHITE W/ GLASS OVERLAMINATE. MODEL # DIR-CCEIC-P J 0° z O w Q �O D O8 LOCATION OF PROPOSED SNAP SIGNS AND UP-LIGHTING BY OTHERS. o li Q 0 PROVIDE FOOTINGS AND ERECTION PADS, SEE SIGN DETAIL PACKAGE o o_ 0 �y EXI ING P KING STALLS bi p / O9 LOCATION OF PROPOSED 4" DIAMETER STAINLESS STEEL BOLLARD WITH D Y z G� �� X/ / �' A MINIMUM OF 3'-0" CLEARANCE FROM THE BUILDING EXTERIOR. w w `C i / Li Li Li Li Li Li Li Li Li BOLLARDS PROVIDED BY TOMMY'S FRANCHISE AND INSTALLED BY THE O v Q GENERAL CONTRACTOR. 4 QP �`P �C�' ��G' i i 4 PCJ ------------------------------ i 10 LOCATION OF PROPOSED "LPR" CAMERAS. (TO BE INSTALLED BY of O Q� ADJACENT OTHERS) Now i // 1 1 LOCATION OF PROPOSED 14'-0" X 12'-0" TRASH ENCLOSURE. (BY z a z P `D PROPERTY Q P � � � i i OTHERS) �c� � O �� `� / / wZcwaw --------------- Gj ,� �� �� //// 12 PROPOSED NEW 9'-0" X 18'-0" STANDARD PARKING STALL. o w Q W . P �� 0 / w z 5 W W W W W W W W W W � , / 1 �/ W W 13 RELOCATED CURBS, LANDSCAPE AND LIGHT POST. 5 w 5 v a- I =zow I ��0 � � 14 LOCATION W/ O DIRECTIONAL ( ) #DIGITAL D RP (QUANTITY 3 IT ON PE WHITE GLASS OVERLAMINATE. MODEL IREN /C- �'\ EXISTING PARKING STALLS SIGNS) d I W W W W W W W W W W W W W 15 LOCATION OF TOMMY'S EXPRESS CARWASH MONUMENT SIGN. MODEL �/ I I W y W y W y P-P2725 (QUANTITY: 1 SIGN) CLIENT: D dd I I = °. ° LOCATION OF DIRECTIONAL SIGN (EXIT ONLY) DIGITAL PRINT ON OPAQUE P d d: ° a. i I n °. �. ° a 16 WHITE W/ GLASS OVERLAMINATE. MODEL # DIR-EOSF-P A A. M R MIKE LUDERS 6 W W W W W W 1 a a d ° = °a. �� ° 4 ° ° . , ° p • ' 17 LOCATION OF APPROVED / GO LIGHT 6 R. W W W W W y 1 d a. . ° d 1 1 O ---------------------------------------------- I I a, 18 PAY CANOPY COLUMNS AND CANOPY FRAMING PROVIDED BY OTHERS. I I SEE PLANS AND NOTES PRIOR TO INSTALLATION. VERIFY LOCATION EXISTING I I = PRIOR TO INSTALLATION DRIVEWA I 1 � g lco a, g 19 PROVIDE CHAMFERED CURB UNDER THE CANOPY AREA. SEE FOUNDATIO z Q= 1 1 (3 PLACES) PLANS AND DETAIL FOR OTHER INFORMATION. 7 `V 3 `V U)>_ I 1 PROVIDE MOUNTED SECURITY CAMERAS BY OTHERS. SEE ELECTRICAL 7 W 14 15'-0" 54'-2" w o 14 TRASH ENCLOSURE TO 20 AND ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. W 7 I x • BE COVERED AND TO __ � 11 MATCH EXISTING TRASH �P� 21 W W ---------- --- -------- EXISTING UTILITY BOX. NOT PART OF THE SCOPE OF WORK. `\• ENCLOSURES DO NOT REMOVE W W W -------- _ PROJECT: O d g 12_W WW W WW W WW � TOMMY d VL S EXPRESS 8 Cl E�l NG WWWWWWWWWWWWWWWWWW I II WW'�W�/�/yy � \ OP-O���✓ V��O�O�b GENERAL NOTES 8 DR11V A N 6 P�,4-6" INTERNAL CIRCULATIONS CARWASH WWW W W I I 5 W d ALL PORTIONS OF A PUBLIC PARKING AREA OR PUBLIC GARAGE SHALL <d �J BE ACCESSIBLE TO ALL OTHER PORTIONS THEREOF WITHOUT REQUIRING Q THE USE OF ANY PUBLIC STREET, UNLESS THE DEPARTMENT OF i� WWW I 1 I Z w °• _ `�O �1 �/ .a (�`C^` v�� CJ� \% TRANSPORTATION DETERMINES THAT SUCH USE IS NOT DETRIMENTAL TO 9 ^_ W W l I W W W W y d P \ C/�� J THE FLOW OF TRAFFIC. 9 0 O O W �� I I 4 W W W W O d 1(,v Q�� /1J -�� \�• `\/ �� • i d_ \ `I � \ PAVING, LANDSCAPING AND CAR STOPS © EVERY PARKING AREA AND PARKING GARAGE INCLUDING ACCESS DRIVEWAYS 1 y y g • THERETO, SHALL BE PAVED WITH HARD; DURABLE ASPHALTIC PAVING WHICH WWW I 1 y O W HAS BEEN MIXED AT A PLANT AND IS AT LEAST TWO INCHES THICK AFTER DESCRIPTION W W W y COMPACTION OR WITH PORTLAND CEMENT PAVING AT LEAST THREE INCHES W W # WWW 0 W -0" -0" THICK. EXCEPTION: ACCESS DRIVEWAYS TO THE AREAS REFERENCED 10 yW I ILL o ABOVE MAY BE PAVED WITH A PERMEABLE MATERIAL SUCH AS PAVERS, 10 0) I I D ® y © N POROUS CONCRETE, A COMBINATION OF 45% CONCRETE AND 55% HOLES O L(� W W I 1 � .W W FILLED WITH GRASS DISTRIBUTED UNIFORMITY (COMMONLY KNOWN AS O WW i I W O PROPOSED W GRASSCRETE), OR ANY MATERIAL DEEMED EQUIVALENT BY THE DEPARTMENT N N W W 1 1 w W o NEW W ' .° = OF CITY PLANNING. PROPOSED I C� CARWASH �0 (_0 W W 2 I ® 1 ALL AREAS SHALL HAVE APPROPRIATE BUMPER GUARDS, WHEEL STOPS, W W I I Q W W W 5,243 SQ. FT -4 ° o p o° STEEL POSTS, WALLS CUBS, SUITABLE LANDSCAPING, OR OTHER y W I i Z WWW W ° .'° ° o INSTALLATIONS ADEQUATE TO PREVENT VEHICLES FROM PARKING OR Z Z y i 1 i — WWW W ° ..° ° MANEUVERING ON THOSE PORTIONS OF A LOT UPON WHICH A DRIVE-WAY o 1 1 WWW W W I 1 y y o 8 W d ' o • °. °. OR PARKING AREA IS PROHIBITED OR INTO A PUBLIC RIGH OF WAY, OR 1 1 SITE PLAN c WERE THOSE PORTIONS OF A LOT ARE NEEDED TO PREVENT W W I I Q i i W W W y W Q ® N W W W W W W ENCROACHMENT ON WALKWAYS OR ADJOINING PROPERTIES. W W W W W l I W d .W W W W W W W W W W W W W W W I I LIJ W W y 11 � W 1 W W W W W W W W W WWW WW 11 Q� y o W O WWWWWWW 31706 CASINO DR. I I � �� W (DW W W W W I 1 \ W W W ^ N W W W W H�i ® 4 12 WWWWWWW WW 1 = W WW 10 3 12 WWWW LAKE ELSINORE CA. W W W W W W W W 10 10 �� WWWWW WW I 31 ADJACENT W W W W W W W 1 1 W W W 1�" °� O W W W W 25'I or W 8'-8"Y 9' 3" 9'-3" _ _w PROPERTY 11 W coaZ WWWW W W I I , ® 1 J 9'-011, 9, 0,,, 91-0111 91-0111 W W W W y I I I 1 13 W W W W W 1 1 5 WWWW �' a 13 JOB NUMBER: I 1 y WW WW 11 WW 9 0 W 1 1119-303 W W W W EAIS�f NG W WL W W DRIVE AY ''0-0" N 28'-6" y PLOT DATE: W WW 1 W W 13 WW 00 0I I WWWW W W W W I I ° WW 11 WWWWW 19 �� = WW 10/25/2021 I p I I WWWWW I W W I I (DN y W DRAWN BY: 14 WM 14 18 17 M'IN " 6 W W 12 12 12 ° 8 CLEARO W I W W W W W W W W 11 © I W W b, W W N W W W W W W I I W W ADJACENT I1 20 12'-0 ��� DATE REVISION TYPE PROPERTY ; 15 W WWW W/W,W�Wtyn WW WWW��Y: © O 15 1 y y W� ®W I 1 1 1 ' O W 8'*4"* I I � W WWWW '° I = yr� W W O 1 6 8 E ® c 1. W W W✓ W W is p I W W W W W 16 I I 5 W. W WWW o � WWWWWWW LOI 4TION W W W W W W W W W W W I I W W W W 4 2 O W W W W W W W OF STORM 16 W W W W W W DR, IN W W W W W W W W W W W 1 2 W W W I W WW W y y y W W W W W W W W W W YW W W W W W W y y y y y y y y y y W W W W W W W W z WW WW W WW W W W dWW WW WW WW jWW WW°WW W WW WW WW'WW WW WW W W°W W a°. d n.yW°. /// \\ Wa. Wi W Wa Ka`W)1'(, .�a{W•d, �\WWW' W WWW iW WW WWWWW®Od..C��.L WyR'°Q1T 1 W W °d WW WWWW W WWW WWW W 3y[/)WW W.ilk Wd/W W W 0W<m '® W W>" ® WWWWW W W W W W W W W YQ•• .W W W W W W W W W W W W W W A R/W d a CD d d17 d a d CO A. d EXISTING SIDEWALK 4 d. 17 -- \\CJ N 43 39 05 W 165.00 (M) EXISTINGLIGHT N 43°38'56 W 165.00'(R) POLE C) 18 M 9 18 <,c) BASIS OF BEARING `C N 43 39 05 W 178.97 M N 43 39 05 W 2556. 57 (M) �O 19 CASNO DR ,g SHEET NUMBER VA RlA BL E P UBL l C RI GH T— OF— WA Y 6 5 ' ASPHALT PA VEMEN T 20 20 A B C D E F G H I J K L M N 0 P Q R S T U V W X Y SCALE: 1 8" = 1'-0" GRADING AND DRAINAG LAN PROJECT SITE CITY OF AK SINOR ROPQ GPN•(O \L GRADING NOTES 1. All work shall be done in accordance with the City of Lake Elsinore Municipal Code, Chapter 15.72 and applicable standards and specifications and the latest edition of the Uniform Building Code (U.B.C.), Chapter 33. 2. A permit shall be obtained from the Engineering Department, City of Lake Elsinore, prior to any operations. 3. The developer and/or the contractor shall notify all utility companies and U.S.A. ALERT (1-800-422-4133) forty-eight (48) hours prior to grading. q<< F 4. The contractor shall notify the City Engineering Department at least twenty-four(24) hours in advance of beginning A\ grading operations. 5. Dust shall be controlled by watering or other methods approved by the City Engineer. 6. Cut slopes shall be no steeper than 2 horizontal to 1 vertical, unless otherwise approved, and shall be shown on the plan. 7. Fill slopes shall be no steeper than 2 horizontal to 1 vertical, unless otherwise approved, shall be shown on plan, and shall not have less than 90% relative compaction out to the finished surface. O'AiL 8. Fills shall be compacted throughout to 90% density as determined by the modified three (3) layer A.S.T.M. D-1557-70 N44�W37�gazeo test method. "T � 9. Fill areas shall be cleaned of all vegetation and debris, scarified, and inspected by the grading inspector and approved EROSION CONTROL NOTES soils testing agency prior to the placing of fill. All erosion control plans shall be in accordance with City of Lake Elsinore Ordinance TM UTILITY COMPANIES: 10. All fill material shall be clean earth. No fill shall be placed until preparation of ground is approved by the soils engineer. Nos.1237, 772, 529, 1004, construction site Best Management Practices (BMP's)and ELECTRIC: EDISON CO. 11. Finish grade shall be sloped away from all exterior walls at not less than '/2" per foot for a minimum of three (3)feet, standards outlined within the Lake Elsinore Design Manual. No grading permit shall be GAS: PGE then 1% (minimum)to flow line of earth swale. issued without an erosion control plan approved by the City Engineer. The erosion WATER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT 12. Minimum building pad and drainage swale slope shall be 1% if cut or fill slope is less than ten feet(10'), and 2% if cut control plan shall include details of protective measures, including desilting basins or TELEPHONE: VERIZON or fill is greater than ten feet (10'). Drainage swales shall be a minimum of 0.5' deep and constructed a minimum of two other temporary drainage or control measures, or both, as may be necessary to protect CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO feet (2')from the top of cut or fill slopes. the water quality of receiving water bodies or to protect adjoining public and private EXCAVATION OR CONSTRUCTION AT 1 (800)422-4133 FOR 13. Provide 5' wide b 1' high berm ore equivalent along the to of all fill slopes over 5' high IDENTIFICATION OF UNDERGROUND FACILITIES. Y 9 q g p p 9 property from damage from erosion, flooding or the deposition of mud or debris which CONTRACTOR TO VERIFY THE ACTUAL HORIZONTAL AND VERTICAL 14. Provide a brow ditch, designed to handle one hundred (100) year storm flows along the top of cut slopes. may originate from the site or result from such grading operations. NPDES Storm Water Pollution Notes LOCATION OF ALL UTILITIES SHOWN ON THIS PLANS, VICINITY MAP 15. No obstruction of flood plains or natural water courses shall be permitted. SUCH AS WATER, SEWER, ELECTRIC, TEL ETC. 16. A soils engineer shall be retained b the developer, to supervise grading and provide a final soils report which includes 1. All erosion control plans shall be in accordance with City of Lake Elsinore 1. For projects that require coverage under the General Construction Permit, the property g• Y p p 9 9 p p p y foundation requirements subdivisions and expansive characteristics of the soil. owner is responsible for ensuring that a Qualified SWPPP Practitioner(QSP)and Qualified q (subdivisions) p Ordinance Nos. 529, 772, 1237, 1004, construction site Best Management SWPPP Developer(QSD) implement and maintain the SWPPP-approved, pre-qualified TG. 804-C-1 -2 NOT TO SCALE 17. Grading certification by the developer's civil engineer and a final compaction report by a soils engineer shall be submitted Practices (BMP's), and standards outlined within the Lake Elsinore Design Manual BMP's from the California Storm water Quality Association (CASQA) handbook/website for ENGINEER'S NOTICE TO CONTRACTOR to the building and engineering departments prior to issuance of building permits. 2. The developer/contractor is responsible for any discharges by subcontractors. construction to retain sediments and pollutants of concern from areas disturbed onsite to the 18. The soils engineering investigation dated August 25, 2020 prepared by SOIL EXPLORATION COMPANY, INC 3. In case of emergency, call Mike Louders (responsible person) maximum extent practicable during ANY phase of construction operations. For all other 1. SAFETY: ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON/OR dated September 8, 2020 and the engineering geologic investigation dated N/A prepared by at TEL: (949) 610-4020 24-hour hone number). projects, the owner is for that BMP's for construction e proper s responsible or ensuring s rucon are ( p ) RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL ABBREVIATIONS: LEGEND: pollutants of concern from areas disturbed onsite to the to retain sediments and p (geologic consultant), shall be considered a part of this grading plan and shall be in compliance. 4. Devices to reduce erosion damage shall not be placed moved or modified without imp EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS AC ............. Asphalt Concrete 19. A registered civil engineer or licensed land surveyor shall submit certification of building ad elevation. Where specific maximum extent practicable. The erosion control measures include those shown on this plan PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH 100.25 Existing Elevation 9• 9• Y 9 p p the approval of the Qualified SWPPP Developer, City Engineer, or in an BW ............. Block Wall ( ) •••••••••• g as well as any additional erosion control measures dictated by field conditions to prevent THE OCCUPATIONAL SAFETY AND THE HEALTH REGULATIONS OF THE U.S. CONC. ..... Concrete elevations are required, the elevation (with respect to mean sea level) shall be given. If an elevation with respect to adjacent emergency, by the person responsible for grading operations. erosion and/or the introduction of pollutants into existing public streets and/or onto adjacent (101) Ex. Ground Contour Line p g p 1 DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT C&G. ..... Concrete curb and gutter ground surface is required, the actual distance above the adjacent ground shall be given. 5. Areas that are cleared and graded shall be limited to only the portion of the site properties during ANY phase of construction. OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. CLF. ..... Chain Link Fence 100.25FS .......... Proposed Elevation 20. All property corners shall be clearly delineated in the field prior to commencement of any construction/grading. that is necessaryfor construction. The construction site shall be managed to 2. For projects that require coverage under the General Construction Permit, the Storm Water 2. SITE CONDITIONS: 1 .... Prop. Ground Contour Line 9 D/A ........... Driveway Appron y y y g g Engineering p g phasing g Pollution Prevention Plan (SWPPP) shall be kept on-site and made available upon request of a CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 21. Stability calculations with a safety factor of at least 1.5 shall be submitted b a soils engineer to the Building and En ineerin minimize the exposure time of disturbed soil areas through hasin and scheduling DWY. .......... Driveway �13 . ....... Existing Fence Departments for cut and fill slopes over thirty feet 30' in vertical height. representative of the Regional Water Quality Control Board (RWQCB) - Santa Ana Region CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING E.0. ............. End of curve p p Y ( ) 9 of grading and the use of temporary and permanent soil stabilization. and/or the City of Lake Elsinore. SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY ...... Ex. Structure 22. A final compaction report will be required for all fills greater than one (1)foot. 6. Once disturbed, raded slo es exceedin a 3:1 ratio and/or ten 10 feet in hei ht EP ............. Edison Pole❑ 9 p 9 ( ) g 3. Construction sites shall be maintained in such a condition that an anticipated storm does not CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT EX. ............ Existing❑ oc>- Street Light 23. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, keyed and benched into firm natural soil for (temporary or permanent) shall be stabilized if they will not be worked within 7 carry wastes or pollutants off the site. Discharges of material other than storm water(non-storm THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE """""" g full support. Preparation shall be approved b a re isteredsoils engineer prior to placement of fill material. Slopes greater than FF ............. Finish Floor Elevation pp p pp Y 9• 9• p p p g days. During the storm season, all slopes shall be stabilized 24 hours prior to a water) are prohibited except as authorized by an individual NPDES permit under the statewide ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH FG ............. Finish Grade Elevation ...... Prop. Sheet Flow 5:1 are required to be keyed and benched. predicted storm event. Construction sites shall be revegetated as early as feasible General Permit- Construction Activity. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FL ............. Flow Line Elevation❑ 4. Potential pollutants include but are not limited to: solid or liquid chemicals ills; wastes from FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Ex. Flow 24. The soils engineer should inspect the construction in the following stages: after soil disturbance and within 7-days of completion. p q p FS ............. Finish Surface Elevation paints, stains, sealants, solvents, detergents, glues, lime, pesticides, herbicides, fertilizers, wood 3. UNDERGROUND UTILITIES: • • • ...... Prop. Flow Line a. Upon completion of clearing and during excavation and before backfill of alluvial, colluvial and terraced areas and any 7. Fill slopes at the tract perimeter must drain away from the top of the slope at the THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND OR P/L ........... Manhole preservatives, and asbestos fibers, paint flakes or stucco fragments; fuels, oils lubricants, and P/L ........... Property Boundary Line❑ ADS Downspout substructures. conclusion of each workingday. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE Y• hydraulic, radiator or battery fluids; concrete and related cutting or curing residues; floatable PVMT. ........ Pavement❑ �,�/ b. During all rough grading and operations including pre-compaction, benching and filling operations. 8. The contractor shall be responsible and have signs posted on the site to warn wastes; wastes from engine/equipment steam cleaning or chemical degreasing; wastes from RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING EXCEPT AS X ...... Overflow Drain SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL RW ............ Retaining Wall c. During installation of buttress and canyon sub-drains and filter material. against public trespass into areas where water is impounded. street cleaning; and super-chlorinated potable water from line flushing and testing. During AND HORIZONTAL LOCATION AND SIZE OF ANY UNDERGROUND UTILITIES OF THOSE TO P '.%% . Landscape Area 9 p p p TC ............. To of Curb Elevations � ..... d. When an unusual grading conditions are encountered during construction. construction, disposal of such materials should occur in a specified and controlled temporary area TF ............. To of Footing Elevation_ Y 9 g g 9. Dust shall be controlled by watering or other methods approved by the City Engineer. BE USED, AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE p g °°°°°°°°° on-site physically separated from potential storm water runoff, with ultimate disposal in accordance WM ............ Water Meter❑ ......... ...... Planter Box 25. Erosion Control: All graded slopes shall be planted with roses ice plant or another approved ground cover, at twelve inches 10. Placement of devices to reduce erosion damage within the development shall be UTILITIES, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL ALSO CONTACT ••••••••- with local, state and federal requirements. WV ............. Water Valve (12") on center. Slopes over fifteen feet (15') in vertical height, in addition to ground cover, shall be planted with approved shown on the a roved Ian. UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO EXCAVATION OR CONSTRUCTION pp p 5. Runoff from equipment and vehicle washing shall be contained at construction site and must not AT 1 (800)422-4133 FOR IDENTIFICATION OF UNDERGROUND FACILITIES. W/W ............. Walkway trees, shrubs or combination thereof. Shrubs shall be planted at ten feet (10')on center; trees at twenty feet (20')on center; 11. Desilting facilities at all drainage inlets for the graded site shall be designed for a be discharged to receiving waters or the local storm drain system. 4. VERIFY JOIN LOCATION: Hr............. Retaining Height combinations fifteen feet (15)on center. Slopes over three feet (3') in vertical height shall have permanent irrigation systems twenty-five (25)year, six (6) hour storm intensity. They must be detailed on the 6. Appropriate BMPs for construction-related materials, wastes, spills or residues shall be PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL Hv ............. Wall View Height with backflow prevention devices per U.B.C. implemented to eliminate or reduce transport from the site to streets, drainage facilities, or p p plans. Design and specific recommendations shall be submitted for the following: UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK AND VERIFY ALL JOIN 26. Approved protective measures and temporary drainage provisions must be used to protect adjoining properties during the adjoining properties by wind or runoff. LOCATIONS, BOTH VERTICAL AND HORIZONTAL. THE CONTRACTOR SHALL BE pp p p rY 9 p p J g p p g a) Desilting basin volume based on gradient and nature of soils. 7. Material storage and staging areas shall be established. Fuel tank, portable toilets, liquids, gels grading project. b The extent of all graded areas and identification of an temporary soil RESPONSIBLE TO REPORT ANY DISCREPANCIES IN PLANS AND OR FIELD CONDITIONS g Y p rY and powders shall have secondary containment and be stored away from all private/public storm IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, 27. Approved erosion preventive devices shall be provided and maintained during the rainy season and shall be in place at the stabilization measures. water conveyance systems, sidewalks, rights-of-ways and flow-lines. AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. end of each day's work. c) Size of desilting basin outlet pipe and overflow. 8. All portable mixers shall have plastic liners underneath with gravel bags places on the down-hill 5. UNAUTHORIZED CHANGES: Earthwork Quantities: 28. All work shall conform to the City and State construction safety orders. d) Dike requirements. Show minimum wall width, slope of walls, percent side of the liners to contain discharges. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE ° 9. Controlled street washing will only be allowed prior to the application of asphalt seal coats and FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE Cut 370 (cy), Fill including 15/oshrinkage 669 (cy) 29. The location and protection of all utilities is the responsibility of the permittee. compaction, etc. only when all pertinent drainage inlets are protected. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE Total Cut and Fill 1,069 (cy) 30. An approved set of grading plans shall be on the job site at all time. e) Outlet conditions from the desilting basin shall not exceed downstream 10. All construction contactors and subcontractor personnel are to be made aware of the required PLANS. IF CONTRACTOR DEVIATES FROM THIS PLAN PRIOR TO CONTACTING AND o p q Overexcavation 716 (cy), 15/°shrinkage 107 (cy) 31. Sanitary facilities shall be maintained on the site from beginning to completion of grading operation. limitations, with the exception of overflow, which is to be designed to provide BMPs and good housekeeping measures for the project site and any associated construction RECEIVING APPROVAL IN WRITING FROM DESIGN ENGINEER THE CONTRACTOR SHALL Import 406 c 32. All slopes shall be planted and irrigation facilities shall be provided for all slopes in excess of three (3)feet vertical height capacity of 1.5 times the maximum design flow. staging areas. BE LIABLE AND RESPONSIBLE FOR ALL DAMAGES AND CORRECTIONAL COSTS. ( Y) within ninety (90) days after completion of rough grading and shall be in accordance with City of Lake Elsinore Grading 12. Necessary materials shall be available on-site and at convenient locations to 11. Discharging contaminated groundwater produced by dewatering groundwater that has CUT AND FILL AMOUNT IS ESTIMATED ONLY. ACTUALLY infiltrated into the construction site is prohibited. Discharging noncontaminated groundwater LEGAL DESCRIPTION: AMOUNT MAY VARY DUE TO OTHER UNKNOWN FACTORS. Ordinance No. 882 prior to the approval of final inspection. facilitate rapid construction of temporary devices or to repair any damaged erosion produced b dewaterin activities may require a National Pollutant Discharge Elimination System PARCEL 3 OF PM 20268 IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE STATE OF CALIFORNIA 33. Any contractor performing work on this project shall familiarize himself with the site and be solely responsible for any control measures when a 50% chance or greater of rain within a 48 hour period is p y g y q g y AS PER MAP FILED IN BOOK 128 PAGE(S)20 -22 INCLUSIVE OF PARCEL MAPS, IN THE OFFICE OF THE (SITE CONDITION, SOIL ENGINEER' S RECOMMENDATION) (NPDES) permit from the Regional Water Quality Control Board. damage to existing facilities resulting directly or indirectly from his operations, whether or not such facilities are shown on forecast for Lake Elsinore by the National Oceanic and Atmospheric Agency (NOAA). 12. Storm water runoff shall not be directed over any slopes without permanent down drains COUNTY RECORDER OF SAID COUNTY. these plans. 13. BMP's shall be maintained and inspected daily to minimize and/or prevent the installed. Erosion and sediment controls including maintenance are required on all exposed slopes APN: 363-171-005-06 INDEX TO SHEETS 34. The design engineer shall provide a minimum of one (1) blue top per finished pad, prior to rough grade approval. entrainment of soil in runoff from disturbed soil areas on Construction Sites. All until sufficient permanent landscaping has been established. 100% slope protection must be in place prior to the issuance of the final certificate of occupancy. OWNER: BASIS OF BEARING: SHEET NO. PLANS OF 35. Approximate date of: removable protective erosion control devices shown shall be in place at the end of Mike Louders CENTER LINE OF Beginning operation: 01/01/2022 each working day when the four(4)day rain probability forecast exceeds forty TOTAL LOT AREA = 1 .18 ACRES 34193 Carmelina St., Lake Elsinore CA 92530 CASINO DRIVE AVE. 1 TITLE SHEET Completion: 12/31/2022 percent (40%). THE DISTURBED AREA = 0.81 ACRES TEL: (949) 610-4020 BEARING N43°39'05"W 2 GRADING AND DRAINAGE PLAN 36. No rock or other irreducible material with a maximum dimension greater than three inches (3")will be placed in fills within 14. After a rainstorm, all project generated silt and debris shall be removed from check roadbed areas or three feet (3') of finish grades, unless the location, materials, and disposal methods are specifically berms, onsite public drains and pipes, drains and pipes of adjacent properties and SOILS ENGINEER'S CERTIFICATE: SOIL ENGINEER: SURVEYOR: 3 DETAILS approved by the soils engineer. desilting basins and the basins pumped dry. Any graded slope BMP's damaged THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND SOIL EXPLORATION COMPANY, INC BLEW&ASSOCIATES, P.A. 4 EROSION CONTROL PLAN 37. The engineer must set grade stakes for all drainage devices and obtain inspection before approval. TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS 7535 JURUPA AVE, UNIT C 3825 N SHILOH DR g g g p pp during a rainstorm shall also be immediately repaired. Failure to provide effective OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED RIVERSIDE, CA 92504 FAYETTEVILLE, AR 72703 38. Grading plans will not be approved until all retaining walls are approved by the Building Department. maintenance may result in penalties. FOR THIS DEVELOPMENT. TEL (951)688-7200 BUCKLEY D. BLEW, LS 9272 39. This site has obtained a National Pollution Prevention Elimination System (NPDES) permit to regulate municipal and 15. Discharging of contaminated soils via surface erosion is prohibited. PROJECT NO. 2062-01 DATE OF PLOT OR MAP: 03/05/2020 industrial storm water discharges. 16. Construction access points shall be stabilized with a combination of rock and DATE: SEPTEMBER 8, 2020 DATE OF LAST REVISION: 03/13/2020 NPDES WDID# DATE PERMIT ISSUED: shaker plates year-round to prevent track-out. Routine street sweeping shall be 40. Drainage easements will be kept clear of all obstructions. No buildings or walls shall be placed within easement limits. performed on all paved streets where tracking is observed. Vacuum sweepers Temporary improvements are subject to removal at owner's expense R.C.E. NO. EXP. DATE p Y p 1 p shall be used when street sweeping becomes ineffective. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SUBDIVISION LAND SURVEY Q�OFESS/pN CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIVIL ENGINEERING & DESIGN �`�� N Wq 4`F GRADING AND DRAINAGE PLAN CITY OF LAKE ELSINORE SHEET 1 FOUND ACCEPTABLE / - ��" GAP N0 �c 135 N. SAN GABRIEL BLVD. `'' TITLE SHEET SAN GABRIEL, CA91775 �® 79702 � Tommy's Express CAR WASH of 4 TEL: (626) 570-1918 * EXP. 09-30-22 * SCALE 1��--2O BENCH MARK: SHEETS TRITECH EMAIL: info@tritechengineer.com cl, C 'T Riverside BM # 1305 PID dx 1731, 31706 Casino Dr. REMON HABIB, RCE No. 83156 DATE J Elsinore NAVD 88 El= 1308.60 FILE No. CITY ENGINEER ENGINEERING 09/07/2021 \���� P Prospect N: 33°0011n St W: 11d7°19'40" Lake Elsinore CA 92530 210813 CITY OF LAKE ELSINORE ASSOCIATES GUAN WANG, RCE No. 79702 DATE OF CAS DATE: 09/07/2021 TEMECULA VALLEY FREEWAY HWY 15 N46°37'27"W 4.23 N43°45'22"W 160.77' ��-� ' . - - . �� o - III, �II I N II 00 U II / --- / / I 10 0 -mom- -� EXISTING T REMAIN �� G D`u�i�IMIT z --- = MA C EXISTING ELEVAT ON - 3 44.81 FL JOIN EXISTING ` GRADING LIMIT - - - V GRADING LIMIT MATCH EXISTING ELEVATION 305��6 TC 11, 304t�96 FS W 305.13 TC �J 305.75 TC 304.63 FS 305.28 FS f --- - MATCH EXISTING ELEVATION W 4 MIN 0 G DIOD NG LIMIT-- M+ LL 4 V -1 2 2 41 2� 305.28 F MATCH EXISTIN ELEVATION o LL LL LL M LL cif PL 0 2 0C) M 1 I III �� N 1 / r�c1 o �N rnv PL 1.42' 10.87 - M LL co ~oo �o 00 0o M... oo roi2 ► 305.56TW1.5' U� MM 3 MM MM MM 304.54FL GRADING LIMIT I 304. co 81FG �� o0 LL M Cl) o / / (304.54)FL II �� rn LLLL cones N u?o 305.35 GB I I oo °0'. � v, 0C) M v, uiv N o0 0 2 I LOo �,� ,rim ui oo My 'EX.CURB TO REMAIN GRADI G LIMIT 3 II C6 No 0 0 0• o o MM MATCH EXISTING EL ATION o 3 5.50TC� M co o M o M 1°/"M2%- M 2Mo ° `." I 0 305.50FF 1/oMIN 5/0 3 .35TC 2 I 1/oMIN 2/0 -- ---------- ---- - --- �� 4.85FS 0 J g r- �EX.GRADE JOIN EXISTING � o I A 304.75T - LL 30 .50E-6 - M I N 2 304.25E 05.4 F o0 C 1 1%MIN 3 4 U, 4.00FS 05.50FF 306. ui o 5%MAX z_ °. 304.80TC \ U LL o Cl) 1f/0 305.2tiTC O o o LJ_ O MIN 304.70 S 2 `�`� � o 0 IW oo. 305.10TC C. EX CURB TO REMAIN O 4 v\ 2 III SECTION A % - 0 305.1$TC Q SCALE: 1"=20' 304.6517 2 2/o 305.31T �� I 30ry 5.50E 14 1% 304.30FL MATCH EXISTING ELEVATION LLI W• co 30 0 .48F� jj)305.31TG �; 304. OFL >Z f l II o H� MIN O % roi°oo MIN o� m, o SH-2 MIN it MM MM I \ 3 50TC , i 2 12 g 304.20TG OOFS 301. I I I 2 2 9 10 i 302.701 N" 05.25TW I 1 , MATCH EXISTING ELEVATION w 303.58FS 7 It n O ry n 305.31 TG °� o Q 305.30TC 1 o o 304.80FS0 6 305 31T °°° G 305.30TC 2 �1 CL PL / ° FF 305.50 304.80FS 05 50TC _ - 304.60FL ,` 2% 1 7-6� I GRADING LIMIT w 2' ° W.�. PAD 305.00 � 1 ° HP 1/o \ 4 I 1% _ U 305.56 3 � 305.31T °4; 7 - 1% II IN __ - 314.81 FG v Un UCn C7 3 °°a, .f. I MIN 1 u- oo cLL oo LL NN LL �o°o Z II GRADING LIMIT 305.31TG °°° 4 U� `�?� v M ,ri Sri MATCH EXISTING ELEVATION 4 1 o°° o 1 �M o ri 60 0 L6 oo C)M GRADING LIMIT °o o M Mo M " N_ 03.02FS I Q M o coM co o �ICURB TO REMAIN M ° 305.50FF 2% o M L--- - - 305.30TC 2 1 roi M 305.50FF 1/0 --IW= -------------- -------------------------------------- -�2 2.94TC o- 305.25 305.80TC 304.80FS0 I � �J J ��������� � EX.GRADE JOIN EXISTING I� °o 304.80FS� I MIN I �305. $TC�2� uJ 1 305.31 TG - ° , 1% 304.78 S'�-i L f'11 ° ° g 302.201NV 1 30 P.48FL 4 \ w - °' 1/0 2 0.31T C7 II MIN ` z SECTION B H LL � -4- - SCALE: 1"=20' 7 GRADING LIMIT J 304.00TC 'n 1 304.50FS 0 o o 1% 3 340.68FS 305.31 TG M M 1�° 30�5OFF- I MIN \ ry 13 5.31TG % 12 ! 305.30TC o° �1 2 304'94�4TS- w Lu Ld 304.8OFS n I 1%0 ° 1� I LLcn I MIN 1% 0 O II °o o v 2 305.50TC `c'°D 304.80FS' I ° " C14 �3 °°°? 305.50E �3 ftF I 0"CURB o W' 30 Cl) W (� Z 02.5PFS -- 7 ® 304.92T w o I 30 5TC 2 1 305.5 TTG ? 304.42E 2 0INV �' Lu 2y/o/o 304.70FS 304.59TC 30 15FS Lu °o a 1% " 4- 3 2 30 .0 Vv)f305. 1TG LLOFL 304.33FS MIN 05.50 8 301. V / ry -o°q 05.00E ��-- 1 1T o a CONSTRUCTION NOTES: 304. T "2 . MIN 2 MIN GRADING LIMIT 1 REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE 1 304:35FS� U� 30 .66TC 2 / Z 0 1 *. IT, . 1T 12 7 III 4 .�.'. o0 3 I �N II LL 30 �16FS 1 PER CITY OF LAKE ELSINORE STD NO.118A, W= 37', R= 12', PER SEPARATE PERMIT 4 N� vrn 1 �� 20 CONSTRUCT 6"-CURB, TYPE 6A, PER CITY OF LAKE ELSINORE STD PLAN NO.202 02.07TG 30 .08FL oo � vM 1 M '\ 97.001 V o \ 2" 304.1oFS`-I `"" M 4 III LLI 3 CONSTRUCT 2'WIDE CONC. GUTTER, SEE SHEET 3 FOR DETAILS 304.5OTC� m 0 (919TC P o ► _ O ' ---_ 4 CONSTRUCT 4.5"ASPHALTIC CONCRETE OVER 6" CRUSHED AGGREGATE BASE 3f. 9FS o 304.56TC �__:-��_ W 0 99.251 .271NV(8� 304.06FS 2 01.00TNV -- --- - / Y 5O CONSTRUCT PARKWAY CULVERT TYPE A, S=2.5' PER CITY OF LAKE ELSINORE STD PLAN 300A 301.00TG 6 300.45tNV 6 2 304.50TC 304.1OFS 304. 8 C 9 10 _ (21 ' PER SEPARATE PERMIT 299.501NV 3 ° 6 - - - 304.38TC 303. 8 S 1 a 9 10 303:75TG INV g 6 2 6 03.63TG g 10 O © CONSTRUCT 6" PVC PIPE, SCHED-80. OR EQUAL / 30 .90E 1 303.88FL ��y 301.131N , 0 0 TC GRADING LIMIT I / LLC \ 0.5% Q.5%HP � 30 5 FS >> EQUAL 303 0TC I > 70 CONSTRUCT 6"PERFORATED PIPE OR 1 3 5.31 TG 7 305:56T1FV,,° °o ° - 0 .3 T - 3. OFS 2 12 304.81 °° °�°°° °° �- 3os.88Fs� ® CONSTRUCT STORMDRAIN CLEANOUT .o C533T . �301.0�2" To 37 � � �� � - ° - ° V° � ° � � � CONSTRUCT 24" X 24" CATCH BASIN PER BROOKS PRODUCTS INC. DWG, NO. 2424 - - ° - - - - (USE TRAFFIC GRATE) OR EQUAL SEE SHEET 3 FOR DETAILS 301.19FS 201 z z z z N43*39'05"W 165.00 GRADING LIMIT �'� 10 INSTALL STORM DRAIN STENCIL SEE SHEET 3 FOR DETAILS 0"-CURB �n o L o LL w � x.-PARKWAY DRAIN 11 CONSTRUCT SUMP PUMP, DESIGNED BY OTHERS. CB M� MN MN MM ® 7MM "� co� "' N - T 12 CONSTRUCT STORMWATER PLANTER BOX, TOTAL PLANTING AREA= 1,694 SF SEE SHEET 3 FOR DETAILS 301.15 TC 13 13 13 13 0 302.00TC 300.50 FL / 301.50FL 300.00 F 1 300.53FS 0.65 FL Z "' / / 13 INSTALL 6" PVC PIPE WITH ATRIUM GATE INLET FOR OVERFLOW DRAIN IN PLANTER BOX LL_ / Coo 14 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD PLAN NO.214A o� 5MM WORKS I PUBLIC RIGHT OFF WAY PER SEPARATE PLAN AND PERMIT / BASIS OF BEARING N 43'39'05" W_2556.57'(M) 20 0 20 60 CASINO DRIVE N SCALE 1 " 20 �0 = MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SUBDIVISION LAND SURVEY q�OFESS/®N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIVIL ENGINEERING & DESIGN ��o N Wq GRADIIVG AND DRAINAGE PLAN CITY OF LAKE ELSINORE SHEET 2 FOUND ACCEPTABLE /A, �� ��ta �� t) PLAN 135 N. SAN GABRIEL BLVD. SAN GABRIEL, CA 91775 w � 11= Tommy's Express CAR WASH OF 4 No. 79702 SCALE 1 20 TEL: (626) 570-1918 * EXP. 09-3 .0-22 * BENCH MARK: SHEETS REMON HABIB, RCE No. 83156 DATE TRITECH EMAIL: info@tritechengineer.com Jl Q Riverside BM # 1305 PID dx 1731, 31706 Casino Dr. J Elsinore NAVD 88 El= 1308.60 FILE No. ENGINEERING �j C/ V I �� at the S/W Cor of Main St and Lake Elsinore CA 92530 CITY ENGINEER 09/07/2021 F® Prospect N: 33140'01", W: 117119'40" 210813 CITY OF LAKE ELSINORE ASSOCIATES GUAN WANG, RCE No. 79702 DATE ®F CA�-� DATE: 09/07/2021 P ® `'`,A4 0.12 2.0' �1 � 1.0 1.0 0.12' 0 6" COBBLE OR SPLASHBOCK 1% 1 �0.24" A 3" MULCH LAYER � ��.....a.....�� y. D Q D l , / / / / / / / / REINFORCE 4" CONC. --------------- WATERPROOF6x6 #10/#10 W.M. 6 J,��� `'� 'C (2000 PSI) N 1 305.56TW I � ;' MEMBRANE S 4 C.A.B. 05.251NV 3" FREEBOARD ABOVE OUTLET PER PLANS 3" FREEBOARD 9" 6" TO INLET 304.81FG OOO 5.31TG Q 6" PONDING DEPTH STORM DRAIN STENCIL DETAIL 0 CONCRETE GUTTER DETAIL " MULCH LAYER NOT TO SCALE O NOT TO SCALEREINF O CONCRETE WITH WATERPROOFWATERPROO MEMBRANE —� ������ ��\��� �jV�j _-------- -- WATERPROOF MEMBRANE CMU BLOCK OR \, \ fix 24" SOIL MEDIA NON-WOVEN GEOTEXTILE MEMBRANE ENGINEERED SOIL MEDIA�j\yV�j VCVCV� TOP OF GRATE: 302.07TG OVERFLOW DRAIN: 6" DIA. PVC PIPE WITH 302.56 ATRIUM GATE INLET AT 6"ABOVE FINISH GRADE �^ 3.25' 4"SOLID PIPE CONNECT TO CURB DRAIN RESERVOIR COURSE J CD—WO31 (AT OUTLET) 3"WASHED GR 18" GRA AVEL LAYE� a „ _VE_L LAY ER DIRECT OVERFLOW ------- — o-- 1 TO STREET VIA CURB DRAINS - 00000 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 AVAILABLE WITH OR WITHOUT GALVANIZED FRAME. OUTLET: 301.14 a BOTTOM:301.06 2 I/4" COMPACTED BASE 6"PVC CONNECTION PIPE WATERPROOF MEMBRANE SEE CHART 2G" LONGITUDINAL 6" DIA. PERFORATED COLLECTION 61 PIPE WRAPED IN NON-WOVEN GEOTEXTILE MEMBRANE PER PROJECT PLANS 5" NO. 2424 TOP SECTION OR EXTENSION W/O KNOCKOUT NO. 2424 STEEL TRAFFIC GRATE 297.00INV AVAILABLE WITH OR WT. 9G#. 7.6T WITHOUT GALVANIZED FRAME. TOP OR EXT. HT. L35. AVAILABLE SECTION SECTION (TYP.) **2424 TG G" 303 NO K.O. °o7 NOT TO SCALE **2424 T 18 12" GOG NO K.O. °° SEE 2 2424 T 18 18" 909 NO K.O. CHART **2424 T 18 18" 909 W/(2) 8"X 14"KO FOR PLANTER BOX *2424 T 18 24" 1 030 W/(2) 1 4"X 14"KO °o Engineered Soil Media Requirements 5 LOWER HT. LB5. AVAILABLE **2424 TG G" 303 NO K.O. °°°° The engineered soil media shall be comprised of 85 percent mineral component and °°° **2424 T 18 12" GOG NO K.O. °°°° 15 percent organic component, by volume, drum mixed prior to placement. The mineral NO. 2424 LOWER SECTION component shall be a Class A sandy loam topsoil that meets the range specified in Table 1 below. W/O KNOCKOUT 2424 T 18 18" 909 NO K.O. ° The organic component shall be nitrogen stabilized compost, such that nitrogen does not leach **2424 T 18 1 8" 909 W/(2) 8"X 14"KO from the media. *2424 T 18 24" 1030 W/(2) 14"X 14"KO -°- ° °°° LOWER HT. L135. AVAILABLE l °°- Table 1: Mineral Component Range Requirements °° . **2424 TG G" 303 NO K.O. **2424 T 18 12" GOG NO K.O. Percent Range Component 2424 T 18 18" 909 NO K.O. 4" **2424 T 18 18" 909 W/(2) 8"X 14"KO 70-80 Sand *2424 T 18 24" 1030 W/(2) 14"X 14"KO 3 � 15-20 Silt 5-10 Clay * WITH FRAME ONLY 3' ** WITH OR WITHOUT FRAME -° 6 rr ° The trip ticket, or certificate of compliance, shall be made available to the inspector to 6 -- °V V prove the engineered mix meets this specification. 24"X24" CATCH BAS1N ° Vegetation Requirements 17 36„ ° ° Vegetative cover is important to minimize erosion and ensure that treatment occurs in 6 NO. 2424 BOTTOM DATE DRAINING NUMBER the Bioretention Facility. The area should be designed for at least 70 percent mature coverage 7-8-64 NO. 2424 °o 4)throughout the Bioretention Facility. To prevent the BMP from being used as walkways, w ° Bioretention Facilities shall be planted with a combination of small trees, densely planted shrubs, B R 0 0 K S PRODUCTS � N C °°°° and natural grasses. Grasses shall be native or ornamental; preferably ones that do not need to ° °°° ° ° be mowed. The application of fertilizers and pesticides should be minimal. To maintain oxygen ° °°°°°7 levels for the vegetation and promote biodegradation, it is important that vegetation not be ° °- completely submerged for any extended period of time. Therefore, a maximum of 6 inches of '°' CONSTRUCTION NOTES: °°- ponded water shall be used in the design to ensure that plantes within the Bioretention Facility °° 1 REMOVE AND RECONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE 1 '°"' remain healthy. °°- °° PER CITY OF LAKE ELSINORE STD NO.118A, W= 37', R= 12% PER SEPARATE PERMIT AREA = `� ,694 SF A 2 to 3-inch layer of standard shredded aged hardwood mulch shall be placed as CONSTRUCT 6"-CURB, TYPE 6A, PER CITY OF LAKE ELSINORE STD PLAN NO.202 ° the top layer inside the Bioretention Facilities. The 6-inch ponding depth shown in Figure 1 above 3O CONSTRUCT 2' WIDE CONC. GUTTER, SEE SHEET 3 FOR DETAILS 17 shall be measured from the top surface of the 2 to 3-inch mulch layer. ® CONSTRUCT 4.5"ASPHALTIC CONCRETE OVER 6 CRUSHED AGGREGATE BASE CONSTRUCT PARKWAY CULVERT TYPE A, S=2.5' PER CITY OF LAKE ELSINORE STD PLAN 300A 5.17' PER SEPARATE PERMIT NOTES: © CONSTRUCT 6" PVC PIPE, SCHED-80. OR EQUAL 1. AT LEAST 9 INCHES SHALL BE PROVIDED BETWEEN THE PLANTING SURFACE AND THE CREST OF EACH PLANTER O7 CONSTRUCT 6"PERFORATED PIPE OR EQUAL CONSTRUCT STORMDRAIN CLEANOUT 2. PLANTERS SHALL NOT BE LOCATED ON UNEVEN OR SLOPED SURFACES. ® $ 46.2� — + � CONSTRUCT 24" X 24" CATCH BASIN PER BROOKS PRODUCTS INC. DWG, NO. 2424 °°°°° _ 3. TOP SOIL/PLANTING MIX IS AT LEAST 24" DEEP. _ (USE TRAFFIC GRATE) OR EQUAL SEE SHEET 3 FOR DETAILS --°°°° °°°°°°°°°°°°°° rn 4. MINIMUM GRAVEL LAYER SHALL BE 12" DEEP. °°°°°°°°°°°°° ° 10 INSTALL STORM DRAIN STENCIL SEE SHEET 3 FOR DETAILS °° 5. SEE BIORETENTION FACILITY BMP FACT SHEET FOR ENGINEERED SOIL MEDIA DETAILS 46.43' � 11 CONSTRUCT SUMP PUMP, DESIGNED BY OTHERS. 12 CONSTRUCT STORMWATER PLANTER BOX, TOTAL PLANTING AREA = 1,694 SF SEE SHEET 3 FOR DETAILS 13 INSTALL 6" PVC PIPE WITH ATRIUM GATE INLET FOR OVERFLOW DRAIN IN PLANTER BOX PLAN 14 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD PLAN NO.214A SCALE: 1"=20' STORMWATER PLANTER BOX 2 NOT TO SCALE MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: $�JBDIVISION LAND SURVEY Q�OFESS/pN 3 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIVIL ENGINEERING & DESIGN N Wq �� GRADIIVG AND DRAINAGE PLAN CITY OF LAKE ELSINORE SHEET FOUND ACCEPTABLE �� � N� 'GC, 135 N. SAN GABRIEL BLVD. DETAILS SAN GABRIEL, CA 91775 w rTi „— Tommy's Express CAR WASH OF 4 No. 79702 SCALE. 1 —20 TEL: (626) 570-1918 * EXP. 09-30-22 * BENCH MARK: SHEETS REMON HABIB, RCE No. 83156 DATE TRITECH EMAIL: info@tritechengineer.com Jl Q Riverside BM # 1305 PID dx 1731, 31706 Casino Dr. J Elsinore NAVD 88 El= 1308.60 FILE No. ENGINEERING �j C/ V I �� at the S/W Cor of Main St and Lake Elsinore CA 92530 CITY ENGINEER 09/07/2021 F F® Prospect N: 33040'01", W: 117019'40" 210813 CITY OF LAKE ELSINORE ASSOCIATES GUAN WANG, RCE No. 79702 DATE ®F CA�-� DATE: 09/07/2021 p ROSION CONTROL LAN N46°37'27"W EROSION CONTROL NOTES 4.23 N43°45'22"W 160.77' — — — — — — —All erosion control plans shall be in accordance with City of Lake Elsinore Ordinance O - —— \ Oyy. y y�y A�V Nos.1237, 772, 529, 1004, construction site Best Management Practices (BMP's) and �- �� \_ 0 standards outlined within the Lake Elsinore Design Manual. No grading permit shall be Crushed aggregate greater than 75 min \ I III rj issued without an erosion control plan approved by the City Engineer. The erosion (3 in) but smaller than 150 mm (6 in) III I control plan shall include details of protective measures, including desilting basins or Filter fabric other temporary drainage or control measures, or both, as may be necessary to protect Original 0 o0 �� �(� °000) a00 grade w the water quality of receiving water bodies or to protect adjoining public and private o o in property from damage from erosion, flooding or the deposition of mud or debris which t 300 mm (1 2 in) Min, unless otherwise I \ may originate from the site or result from such grading operations. specified by a soils engineer I oN SECTION B- B V z 1. All erosion control plans shall be in accordance with City of Lake Elsinore N TS p y �� EXISTING TO REMAIN � Ordinance Nos. 529, 772, 1237, 1004, construction site Best Management IT �\ Practices (BMP's), and standards outlined within the Lake Elsinore Design Manual Crushed aggregate greater than 75 mm , 3 in but smaller than 150 min 6 in I 2. The developer/contractor is responsible for any discharges by subcontractors. ( ) ( ) �,A `W 7 3. In case of emergency, call Mike Louders (responsible person) Corrugated steel panels TEL: 4 1 -4 2 at 9 9 6 0 0 0 24-hour hone number . ( p ) � GRADING LIMIT 4. Devices to reduce erosion damage shall not be placed moved or modified without Original ,0�\ 00 o0 00 00 00 0o grade the approval of the Qualified SWPPP Developer, City Engineer, or in an emergency, by the person responsible for grading operations. - - .'.'. .' "� 5. Areas that are cleared and graded shall be limited to only the portion of the site 300 mm (12 in) Min, unless otherwise 7 that is necessary for construction. The construction site shall be managed to specified by a soils engineer Filter fabric 7 minimize the exposure time of disturbed soil areas through phasing and scheduling SECTION A-A I _ of grading and the use of temporary and permanent soil stabilization. NOT TO SCALE I — — ____ 6. Once disturbed, graded slopes exceeding a 3:1 ratio and/or ten (10)feet in height NOTE: \ \ (temporary or permanent) shall be stabilized if they will not be worked within 7 Construct sediment barrier and channelize runoff to Sediment trapping days. During the storm season, all slopes shall be stabilized 24 hours prior to a w y - sediment trapping device device IW W \ predicted storm event. Construction sites shall be revegetated as early as feasible after soil disturbance and within 7-days of completion. — — — — 7. Fill slopes at the tract perimeter must drain away from the to of the slope at the 1 p p Y p p conclusion of each working day. 8. The contractor shall be responsible and have signs posted on the site to warn Z__ against public trespass into areas where water is impounded. 7 9. Dust shall be controlled by watering or other methods approved by the City Engineer. o \ Corrugated steel panels ° \ GRADING uMiT 10. Placement of devices to reduce erosion damage within the development shall be a �oo\ A A B / shown on the approved plan. ObM3 jo 6\ o o 6 o\6 y' 10' min or `_ ° O J 11. Desilting facilities at all drainage inlets for the graded site shall be designed for a o o\��oo g oo 0 8� \9L5�( as required to - I r w i ��00 0 0 000O NOR accomodate twenty-five (25) year, six (6) hour storm intensity. They must be detailed on the > oo0o C0 �C6o C� o�oC�� o IW w- z - Q OOo g CoOgoo� anticipated o - tans. Design and specific recommendations shall be submitted for the following: oo° �8 c°o o° o� p g �0o �8� 00oO�o traffic, whichever °°- EO a) Desilting basin volume based on gradient and nature of soils. z \\0°�o0Q0\0 0\0 0°\\ \ � is greater. o b) The extent of all graded areas and identification of any temporary soil 000� ° 7 stabilization measures. � 0 B h GRq G LIMIT \°� X c) Size of desilting basin outlet pipe and overflow. w 24' min - d) Dike requirements. Show minimum wall width, slope of walls, percent compaction, etc. °°° \ 50' Min �`. °° e) Outlet conditions from the desilting basin shall not exceed downstream or four times the circumference limitations, with the exception of overflow, which is to be designed to provide of the largest construction vehicle tire, capacity of 1.5 times the maximum design flow. Match whichever is greater ��� �- A,� � - 12. Necessary materials shall be available on-site and at convenient locations to Existing PLAN facilitate rapid construction of temporary devices or to repair any damaged erosion Grade ®O NTS _ — --- --- -- -- - control measures when a 50% chance or greater of rain within a 48 hour period is forecast for Lake Elsinore by the National Oceanic and Atmospheric Agency (NOAA). 13. BMP's shall be maintained and inspected daily to minimize and/or prevent the 7 y` - � GRADING LIMIT entrainment of soil in runoff from disturbed soil areas on Construction Sites. All e I \ removable protective erosion control devices shown shall be in place at the end of IT 3 BAGS MIN. SANDBAGS(TYP.) I \ g Y O Y probability Y 7 g --- --- -- --- --- ---, each working day when the four 4 day rain robabilit forecast exceeds fort I I I percent (40%). �\ 14. After a rainstorm, all project generated silt and debris shall be removed from check I F I \ berms, onsite public drains and pipes, drains and pipes of adjacent properties and w y j desilting basins and the basins pumped dry. Any graded slope BMP's damaged TYPICAL TYPICAL o during a rainstorm shall also be immediately repaired. Failure to provide effective SECTION ELEVATION cv IW W T2 I maintenance may result in penalties. SANDBAG BARRIER \ to I 15. Discharging of contaminated soils via surface erosion is prohibited. ' 7")) z ® — — —I 16. Construction access points shall be stabilized with a combination of rock and 7 shaker plates year-round to prevent track-out. Routine street sweeping shall be performed on all paved streets where tracking is observed. Vacuum sweepers shall be used when street sweeping becomes ineffective. DESIGNATED BMPs: 1 O STAGING AREA FOR BMPs NS-8, NS-9 & NS-10. ° 7\ I O CONCRETE WASHOUT FACILITIES FOR BMP WM-8. 7 P - J 30 WM-6, HAZARDOUS WASTE MANAGEMENT. o 7 < 7 4 OWM-5, SOLID WASTE MANAGEMENT. I 7 LE� v ❑ \ °°° O WM-1, MATERIAL DELIVERY & STORAGE. ( °°°°°°°°°°°°°°°°°°°°°°°°= I 3 7 _ °�°�°�°�°�°�°°° i. r 60 WM-9, SANITARY/SEPTIC WASTE MANAGEMENT. — — — \7 SE-8, SANDBAG BARRIER, TYPICAL. N43°39'05"W 165.00\ 80 TC-1, STABILIZED CONSTRUCTION ENTRANCE/EXIT. - - \9 TC-3, ENTRANCE OUTLET TIRE WASH. BASIS OF BEARING CASINO DRIVE N 43°39'05" W_2556.57'(M) - MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SUBDIVISION , LAND SURVEY O Q�OFESS/®Nq` SHEET 4 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CIVIL ENGINEERING & DESIGN ��� FN Wq GRADING AND DRAINAGE PLAN CITY OF LAKE ELSINORE FOUND ACCEPTABLE �� 135 N. SAN GABRIEL BLVD. EROSION CONTROL PLAN SAN GABRIEL, CA 91775 w rn „ Tommy's Express CAR WASH of 4 j No. 79702 SCALE. 1 =20 TEL: (626) 570-1918 * EXP. 09-30-22 * BENCH MARK: SHEETS DATE TRITECH EMAIL: info@tritechengineer.com Jl Q Riverside BM # 1305 PID dx 1731, 31706 Casino Dr. REMON HABIB, RCE No. 83156 J / y C Elsinore NAVD 88 El= 1308.60 FILE No. ENGINEERING �� �� at the S/W Cor of Main St and Lake Elsinore CA 92530 CITY ENGINEER 09/07/2021 F® Prospect N: 33040'01", W: 117019'40" 210813 CITY OF LAKE ELSINORE ASSOCIATES GUAN WANG, RCE No. 79702 DATE ®F CA�-� DATE: 09/07/2021 J 6 I 5 I 4 I 3 I 2 I 1 16 15 14 2 13 12 11 10 9 80 70 6 5 4 3 1 2 1 A300 A300 � 0 U 145'-0" CIO 130'-0" CUSTOM R m 4) A TOILET 1 /A200 109 D.S. (DC-1) D.S.(DC-1) ® - 55 SF D.S. (DC 1) � 3 CLI STORAGE oCIO 108 AREA&HEIGHT: 108B 164 SF 108A 1.ACTUAL AREA: 5,243 SQ. FT. B Q DRYING AREA w A.FIRST FLOOR I WASH BAY SIGNAGE BY TOMMY'S w Lo 1. FLIGHT DECK: (OCCUPIED): 271 SQ. FT. O 107 104 z rn 2. EMPLOYEE TOILET: 50 SQ. FT. 698 SF 2,357 SF z It 3.WASH BAY(UN-OCCUPIED): 2,357 SQ. FT. 6.3 I — 6.3 w 4.WASH EQUIPMENT(OCCUPIED): 596 SQ. FT. - w vi 5. DRY BACKROOM(OCCUPIED): 478 SQ. FT. 6. DRYING AREA(UN-OCCUPIED): 698 SQ. FT. g - U Of 7. STORAGE: 164 SQ. FT. Lp- JP Q 8. CUSTOMER TOILET: 55 SQ. FT. �, CID I \ (7 _ A N 107B - ilr � - B.MEZZANINE AND EQUIPMENT PLATFORM AREAS w z 1. OWNER OFFICE: 108 SQ. FT. 2. OBSERVATION MEZZANINE 176 SQ. FT. 41 ri I 3. CLOSET: 48 SQ. FT. 4. EQUIPMENT PLATFORM A(AT DRY BACKROOM) 239 SQ. FT. 5. EQUIPMENT PLATFORM B(AT STORAGE) 133 SQ. FT. I m® r I 104A Of 2.ACTUAL HEIGHT: 1 STORIES 28'0"ABOVE GRADE PLANE C WASH — EQUIPMENT tF- F-" ° � T Tl�o STAIR C.1 LIGHT SIGNAGE BY TOMMY'S DRY 105 II II II II II II II II BY SEPARATE PERMIT BACKROOM 596 SF 103 0 LO I I IIIIII II II Q � N 478 SF 106A FLIGHT D CK EMPLOYEE M D iL Mr - 1 101 I 102A TOILET N 271 SF o 1 102 D.5 D.S. (DC 1) 50 SF I � � E D.S. (DC-1) o 2 SIGNAGE BY TOMMY'S KNOX BOX A300 BY SEPARATE PERMIT 1 W I A300 I 4/A200 LR-1 30'-0" y m REFER TO M FIRST FLOOR PLAN A201 _ � 1/8"- 1'-01, O F N W PAY GATES = I D.S. (DC-1) I I SIGNAGE BY SEPARATE I DETACHED CANOPY ABOVE PERMIT >M LIGHT SIGNAGE BY I SEPARATE PERMIT L — — — — — — — — — — — — — J CU 16 o 15 14 A300 13 12 11 10 O 8 7 6 O 4 3 2 1 LR-1 REFER TO 1 A201 3.2 1.8 O o CD Y — A300 O J OEQUIP ENT PLATF RM B I '�mmY 133 5 F W WASH SYSTEMS QUOTE: XXXXX - - B - - — - - -- - B VERSION NUMBER: X PROGRANjk Q2 T3-R21 I I I I I I I I I I I I I I B.3 B.3 0- r3 Q �, A300 A300 U O I C.1 If this docu nt is Baled and signed in a digital w = a O O 201A I I I I I I I I I I or electron r nd is received from someone I other than th ing professional identified in = EQUIPMENT the document,you must contact the sealing �' PLATFORM A professional in writing to validate authenticity of o Q the document.The sealing professional disclaims a oa the seal and signature and shall not be liable for D 239 SF OBS RVATION m any liability associated with it where the _ _ _ CLOSET — M E ZAN I N E O authenticity of any digital or electronic seal or z — - — — — 203A 203 signature has not been validated in this manner. o o® o® o® o® 202 48 SF D.5 o z ISSUANCE w = I I I I I I I I I I I I I � � SITE PLAN REVIEW w 2 09/01/2020 zco Q w A300 OWNER OFFICE CIO z ct REVISIONS 0 4/A200 108 SF 3 0 NO. DATE DESCRIPTION zz � Q L u zo O W � w ¢ CIOjC' Q FILE NUMBER 81310141 � N o —DETACHED CANOPY PROJECT MANAGER S. MARKS N ¢ o o PROFESSIONAL N U CDM DRAWN BY GBC J Q 6 z ¢ CHECKED BY of o a � co co Y � MEZZANINE AND EQUIPMENT PLATFORM FLOOR PLAN z 1/8" U a c�z z wW o mz M � d W M W N o � BUILDING PLANS N C Co U M 0o U I=- Q 1 I I I I I J 6 I 5 I 4 I 3 I 2 I 1 E 0 U a, co a) U 0) O Q QCO U N Z _ io M �— z co z � Jj w LO LP W N z LO U M z W W vi 2 Z) 2 Z) CL � Co W -0 D 2 � U Cr <Y — O Q Z (n N W /LYy/ LL T L0 N ti N a W N DC L W xf) U W U) Cl) a . C) a U w o r� O 0z 0 M C O J C z w O � QY U � TOMMY CAR WASH SYSTEMS QUOTE: XXXXX VERSION NUMBER: XX PROGRANj j2'0-Q2-T3-R21 J U O A400 6"DIA.STAINLESS STEEL 2 CAST STONE CAP,TYP. BOLLARD;TYP. 36"HIGH, CENTERED ON CMU WALL FURNISHED BY TOMMY'S, 11'4' 00 o G.C. INSTALLED O F— If this docu nt is Baled and signed in a digital w or electron r nd is received from someone other than th ing professional identified in CO = SINGLE WYTHE SPLIT- the document,you must contact the sealing U, FACE CMU WALL; professional in writing to validate authenticity of o RE:STRUCT DWGS the document.The sealing professional disclaims a the seal and signature and shall not be liable for z w 4 any liability associated with it where the ~ A400 authenticity of any digital or electronic seal or z signature has not been validated in this manner. LL, J CAST STONE CAP,TYP. CO z x CENTERED ON CMU WALL 3 5/8" 3 5/8" 6"GALVANIZED STEEL ISSUANCE DOUBLE PIVOT HINGES W/ HSS POST,TYP z = CAST STONE CAP;TYP. 6" 6'-10" 6'-10" 6" CENTERED ON CMU WALL 1/2 HINGE BOLT,(3)AT SITE PLAN REVIEW 6"DIA. GALVANIZED STAINLESS STEEL BOLLARD(2),TYP. o EACH DOOR(6 REQ'D) w STEEL BOLLARD;TYP. 36" FURNISHED BY TOMMY'S INSTALLED 09/01/2020 SINGLE WYTHE SPLIT- z w HIGH, G.C. FURNISHED FACE CMU WALL FOR SINGLE WYTHE SPLIT- BY G.C. w FACE CMU WALL FOR m z AND INSTALLED DUMPSTER ENCLOSURE; NOTE: REVISIONS � O 0 DUMPSTER ENCLOSURE; RE:STRUCT PLANS DWGS II ALL DECKING TO BE STRAIGHT _--- RE:STRUCT PLANS I I i I NO. DATE DESCRIPTION o AND TRUE(TWISTED AND/OR z z WARPED BOARDS TO BE Q DUMPSTER ENCLOSURE GATE: w FOUNDATION WALL 1X6 COMPOSITE DECKING r REJECTED). 0 4 - DUMPSTER ENCLOSURE FOR DUMPSTER (OUTER SIDE ONLY, 1/2"SPACE w ¢ GATE; REFER TO FRONT ENCLOSURE; BETWEEN BOARDS ATTACHED ALL STEEL COMPONENTS TO BE LL' - ELEVATION FOR ADDITIONAL RE:STRUCT DWGS GALVANIZED METAL, EXCEPT W/SELF TAPPING SCREWS w Q � FILE NUMBER 81310141 � � INFORMATION � I i I BOLLARDS OUTSIDE OF - - - - - - - - - - -II- - - - - ENCLOSURE a g 2"GALV.STEEL HSS TUBE FOR 77771717171 U PROJECT MANAGER S. MARKS woo WELDED GATE FRAME;TYP. PROFESSIONAL CD ------------- 2X WOLM.WOOD BAND ATTACHED TO o ¢ 5/8"DIA. STEEL ROD-PROVIDE UNDERSIDE OF STEEL GATE FRAME w DRAWN BY GBC o z 1"DIA. HOLE IN CONCRETE TO FOR ATTACHMENT OF COMPOSITE CHECKED BY w o _- — BOARDS � w _e �. , '_. RECEIVE ROD 0 a � r — CO co z ' a e , FOUNDATION WALL FOR DUMPSTER a'- L — — — — — — — — — — — — ° J — — —— — — — — — — L — — w w c=n L "� — — — J � U J z ENCLOSURE; RE: STRUCT DWGS w 0 az z � v W W o m Z M W WALL SECTION AT DUMPSTER ENCLOSURE DUMPSTER ENCLOSURE PLAN DUMPSTER ENCLOSURE SIDE ELEVATION DUMPSTER ENCLOSURE FRONT ELEVATION N W A400 1/2"= 1'-0" A200 1/4"= 1'-0" A400 1/4"= 1'-0" A400 1/4"= 1'-0" DUMPSTER oLL U W ENCLOSURE N Co C=) M 0o U ti Q A400 1 I I I I I Exhibit A 19' Passenger Vehicle TurningTemplate 0 " L`EXISTING L`EXISTING Notes. DRIVEWAYS . a DRIVEWAYS - SHT0 2001 (US) \�I�///,� N>Q `\�I�(�/, 3 Z" Design Vehicle- Passenger Vehicle wo wo Length - 19' — — ' -- -- - Width - 7' - -- Q -- - Q Track- 6' d/ d/ Steering Angle- 31.6 Degrees Articulating Angle- 70.0 Degrees v LXI Nc v LXI ING Lock to Lock Time-6.0 Seconds DRIV `.,.` 6 DRIV 7WAV 6 1 4 4 lo 1 1 O A O " CS.6— PROPOSED O CG6— PROPOSED O NEW C NEW 2 - # CARWASH 2 - u CARWASH ' 5,243 SQ. FT. O � - 5,243 SO. FT. O a a a a s a a a a v TV ® O � � a 4 T 3 � 3 0 O ADJA( ° O ADJA( PROF PROF XIS ING `- a 9 XIS ING ` 9 DRIV WA q/�� O DRIV WAx� �/� O �� 13 �\�� � 13 Ig 1 o Ig 1 o� o-a MIN. 6 2 MIN. 6 CLEAR CLEAR 4 4 a a 1^c 1 2 a a oR A q of �l o N DR I, /J ° v� DR P ,/ aya a ayia G U N a a 2895-2020-0I engineering TOMMY'S CAR WASH TRAFFIC IMPACT STUDY&PARKING ANALYSIS,City of Lake Elsinore,CA group, inc. d L I G H T I N C SOLUTIONS sci _1�4 1-If Inspiration. Innovation. Integration. https://www.scilights.com/ �Y U 4'-3" N46'37'27"W 0rl � D'D_(n • Me GW4�W�t� � � ���W�� � • + � ����t 4 � op �747-ts.� on pep. . . . + a• � • � �_��WAM t W W � me ��W� t W • W ��7W�7 on qmw �•ts.7'No .7qm • + 7"�7W47.�on -w • ap 777W�d� onw + � awtaW7 wm a• - � a �7'7W77 • W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 1 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W Photometry Disclaimer: W EXISTING - Light loss factor (LLF) has been established at 0.912 W CLOSUR per industry IES standard. - Refer to Calculation summary for placement of 1 calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. 1 1 1 1 ADJACENT I 1 EXISTING ° PROPERTY 1 W W W W W W W W W W W W BUILDING 1 Controls Disclaimer: ' W W (NOT PART 1 - This device diagram is provided using industry OF THIS recognized software and are provided for estimation �1 PERMIT) purposes only, field conditions need to be verified and 1 ° might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order ' to dim using SCI's controls system Controller. I ' 1 ° _ ballast. NOTE: Fluorescent fixtures will require a compatible W W - SCI Controls System is based on CA-2019 T24 code 1 1 . 1 . 5 1 . 8 2 .2 2 . 5 2 . 7 2 . 8 2 . 7 2 . 7 2 . 8 2 . 5 2 . 3 2 . 3 + and might supersede end user requirements. ADJACENT i PROPERTY 1 1 . 1 . 8 2 . 1 2 . 7 3 . 7 4 . 4 1 3 . 3 3 . 1 3 . 5 3 . 1 2 . 8 3 . 3 + . 2 1 W W o < Calculations are provided using industry recognized + + + + + + + + + + I - + + + software and are provided for WWW 1 1 . 2 2 . 6 2 . 8 3 . 3 3 . 8 3 . 4 3 . 3 3 . 7 4 . 2 3 . 7� 3 . 1 3 . 3 . 4 estimation purposes only. Input data for the 18,_0» calculations corresponds to the information provided to + + + + + + + + + + + + TYPICAL + us (assumptions may be made for information that is oat W W W 4 4 . 0 3 . 7 3 . 5 . 3 5 . . 8 4 . 5 3 . . 4 not provided). It is the responsibility of those using this W`W ,,V 7( W W W'W'W`W`W` ;•(/�. W W W �' • ' EXISTING W W W W ° --- --- service to verify that our input data is consistent with 1•� W s•9 DRIVEWAY W cW W W MIS• 2 ° ° expected field conditions. Results of the lighting ° + 6* + • +0 ' ; } + + + + + EXISTING p 9 9 ° 1 �W W3W 3 � ��titii '0 2 . W 3 . 3 2 . . 1 2 . 9 4 . 3 . 9 BUILDING calculations accurately reflect the input data. However, (NOT PORT OF actual lighting levels will vary depending on field (�W W ° ° ° THIS PERMIT) g g Y p g W W®D* ° d d ° © ' Z0 conditions such as Calculations are also subject to the 3 3 . 7 3 W W W W��3WJW a ° 1 . 3 2 . 4 3 . 7 3 . 8 + . + . 9 limitations of the software. Due to the above 1 W W a considerations, Southern California Illumination cannot �•° ' WWWW W W guaranty that actual light levels measured in the field - ADJACENT ° ; W 6. 8 3 a4 2 . 2 3 . 0 3 . 0 • 4 PROPERTY will match our initial calculations. W 1 • .9 , W EXISTING 1 W 8 . 8 9 . 3 --- + 25'-1f + 2� + . 4 BUILDING 1 --- (NOT PORT OF E-61 THIS PERMIT) + 1 W W W 2 ° 1 .+ 8 . 7 d° 1 1 . 8 2 . 1 2 . 3 2 . 8 + . 7 � C 9 s P°+ W ADJACENT •_ • 2 W 8 . 3 9 . 7 ,' W + . + . 6 1 . 8 2 . 0 1 . 8 +1. 0 PROPERTY ° 1 ' 1 ° ° d Applications Department: ° a scili hts.com 25-0 4 Wr_ 5-0 - 33-10 -0 + + » + + ° ° p p @ g 446. ' phone: (949) 622-3000 e°• W W W W W W W W EXI GW W W W W PARK Gfax: (949) 622-3095 1 W W ® ' W W W W W W W° °dO d °° Ps9 3 . 4 2 . 4 '�'d`� W 2 1 . 8 2 . 1 2 . 3 2 . 9 11. g d L: °,,, � ``I o. Description Date WWWWW . + + W' 0 + + + + V W•'WWW„W„W„W,'.O' WW 1 . 4 W "' ° ® 1 . 9 2 . 2 2 . 5 3 . 3 -�� zo W W W ZOO -#,. I.0- W W W W W W W ZI '•W+W W + 4 + �'• •r ° + + + + + + IZ „WWWW W WI W : 1 . 4 1 .2 2 . 2 3 . 1 3 . 1 3 . 0 21. 4 ADJACENT W WWW ; W W ; C_1 PROPERTY ZONE W W W WW! PROPOS 1 WWW WW WW1 ' 2 .2 2 . 2 .�.1 . 8 NEW 1 2 . 3 3 . 7 4 .f>+4 . 0 31.2 BUILDING 1 W � CD If .W W WI 4W W W W W W W I EXISTING + . 4 . 1 3 . + . + . 3 + . 9 4 . 3 4 . 8 �20 W W 1 DRIVEWAY +.! W W W ! 8 . == 6 . 6 5 . 1 . 2 . 3 3 . 5 3 . 5 3 . 2 5 S<pp W W W W ° 1 � ���iycTo W W W ` ' W 1 `►' W W W W Wt1W �W 91 + 1 a © 2 . 4 2 . 8 3 . 1 3 W W W W W ' W W •. :•l W W W • • W ADJACENT W W I •• W .. 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Calculation SummaryAssociates Label CalcType Units Avg Max Min Avg/Min Max/Min Site Illuminance Fc 3.43 9.7 1.0 3.43 9.70 Tommy's Express Car Wash PHOTOMETRICS Date: 3/13/2020 Drawn By: AN Exergent #: 20-1752 P � SL1 Scale: 1 /16" = 1 ' - 011 F:\SCI 2020\Matzuy & Associates\TOMMY'S EXPRESS CAR WASH\P-SL1 .dwg D � � a � _ _ — LIMIT OF WORK — — LIMIT OF WORK — LIMIT OF WO o PLANTING LEGEND : LL L 4 BOTANIC NAME COMMON NAME SIZE / SPACING WUCOLS 5 I TREES J I ARBUTUS UNEDO STRAWBERRY TREE 24" BOX LOW I I KOELREUTERIA BIPINNATA CHINESE FLAME TREE 36" BOX MOD. ot PLATANUS ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE 24" BOX MOD. o I SHRUBS 0 g AGAVE DESMETTIANA 'VARIAGATA' VARIEGATED SMOOTH AGAVE 5 GAL LOW J , O / ® AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL LOW CISTUS PURPUREUS ORCHID ROCKROSE 5 GAL LOW MUHLENBERGIA CAPILLARIS PINK MUHLY 1 GAL LOW o II GROUNDCOVERS o / o BOUGAINVILLEA 'RASPBERRY ICE' RASPBERRY ICE BOUGAINVILLEA 1 GAL @ 36" O.C. LOW J I* �Q ffm A SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL @ 36" O.C. LOW I � I a - -� -� -� 3 MINIMUM DEPTH CRUSHED ROCK. COLOR TO BE CINNABAR RUBBLE' Y I AVAILABLE FROM SOUTHWEST BOULDER & STONE 714-882-1010 O O _ NOTES: J O I; ALL TREES WITHIN 6' OF HARDSCAPE TO RECEIVE ROOTBARRIER / ALL PLANTER AREAS TO RECEIVE A 3" MINIMUM DEPTH LAYER OF SHREDDED WOOD BARK MULCH / I UNLESS OTHERWISE NOTED • PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST I II V o I I / TOTAL SITE AREA: 30,750 S.F. ° on Y UU 9 TOTAL LANDSCAPE AREA: 3,125 S.F. / to PERCENTAGE LANDSCAPE AREA: 10% I I I � Y O O t� I� 11bOM�O llWll — — — �i210M�O llWll — — — �i210M�O llWll — — CASINO DRIVE PRELIMINARY LAND PE PLAN I A 4649 Brockton Avenue re Riverside, CA 92506 a _ (951) 369-0700 s 0 NORTH 0 20' 40' 80' © — Fax (951) 369-4039 Dhttp://www.comworksdg.com TAG MATERIAL MANUFACTURER DESCRIPTION COLOR FURNISHED BY INSTALLED BY CONFIDENTIAL ST-1 STRUCTURAL STEEL RBI POWDER COATED STRUCTURAL STEEL RAL 3001 TOMMY'S TOMMY'S WARNING: MP-1 PROFILED ALUMINUM METAL PANEL ATAS ATAS 7.2 BWR360 BELVEDERE SILVERSMITH TOMMY'S G.C. THIS SHEET CONTAINS EIFS-1 EXTERIOR INSUL.FINISH SYSTEM 30"x30"REVEAL BEIGE G.C. G.C. AND CONSTITUTES TOMMY ' S EIFS-2 EXTERIOR INSUL.FINISH SYSTEM CUSTOM REVEAL ADOBE G.C. G.C. CONFIDENTIAL P2725 INFORMATION, IMAGES, EIFS-3 EXTERIOR INSUL.FINISH SYSTEM CUSTOM REVEAL ADOBE G.C. G.C. AND TRADE SECRETS OF M-1 STONE VENEER ELDORADO STONE STACKED STONE CASTAWAY G.C. G.C. TOMMY CAR WASH MC-1 STONE VENEER SILL ELDORADO STONE WAINSCOT SILL MATCH M-1 G.C. G.C. SYSTEMS. ANY UNAUTHORIZED USE OR AB-1 PREFIN.ALUM.ACCENT BANDING ATAS ATAS FLAT SHEET TO MATCH PC-1 TOMMY'S G.C. DISCLOSURE OF ANY LAKE ELSINORE CA PC-1 PREFIN.ALUM.PARAPET CORNICE ARCONIC REYNOBOND COMPOSITE PANELS BRIGHT SILVER METALLIC TOMMY'S G.0 OR PORTION THEREOF, IS STRICTLY PROHIBITED. SF01,SF02,SF03 PREFIN.ALUM.STOREFRONT KAWNEER 1"INSULATED GLASS LOW-E CLEAR ANNODIZED G.C. G.C. THIS WORK IS THE WITH INSULATED GLASS EXCLUSIVE PROPERTY SF04 PREFIN.ALUM.STOREFRONT KAWNEER/ 1"GLAZE GUARD 1000 WR+PANEL CLEAR ANNODIZED FRAMES/ G.C. G.C. OF TOMMY CAR WASH WITH METAL PANEL INFILL CITADEL INFILL SEE DETAIL ON A602 EBONY INFILL PANELS SYSTEMS. ALL RIGHTS RESERVED. DC-1 PREFINISHED ALUMINUM ALPOLIC 4MM MCM PANELS DOWNSPOUT COVER METALLIC SILVER TOMMY'S TOMMY'S LR-1 LICENSE PLATE READER TOMMY'S BOLLARD STAINLESS STEEL TOMMY'S G.C. WR-1 PREFIN.ALUM.COMPOSITE PANELS ARCONIC MCM WRAP COVER FOR STEEL RING CLEAR ANNODIZED TOMMY'S G.C. PC-1 FE-1 FASCIA/EAVE ALPOLIC 4MM MCM PANELS AT EAVES AND FASCIA METALLIC SILVER TOMMY'S TOMMY'S T.O. P_A_R__AP_ET TOWER A __ _—_ POTENTIAL SIGNAGE BY PC-1 L-1 PREFIN.ALUM LOUVER RUSIKIN DRAINABLE LOUVER CLEAR ANNODIZED TOMMY'S TOMMY'S 28'-0" SEPARATE PERMIT R-1 ACRYLIC ROOF SYSTEM ACRYLITE DRAINABLE ACRYLIC ROOF SYSTEM COOL BLUE WHITE TOMMY'S TOMMY'S OVERFLOW SCUPPER �';"- _ �,;-- .<� �;,�, ,,,,,; - '.-_ - __ R-1, ROOF SYSTEM h �_ ��:,,�: EIFS-1 REFER TO DETAILS EIFS-1 AB-1 AB-1 - -- _ "�`� =ti '�'` :R� r'��.,`'��,-�'�=N'� '>.";,'z --�:. ;•"a',:;'gun;'', 71 ;� _ ��� / i _ / i rr_.s`y,{ lrt, J ,�r.::i'�'✓s .i{a aai < r r T.O.ACCENT TOWER B� MP-1 FE-1 - i i - i7771 - / - i - i - i - i -------------------- - ::J, "� ` CAR WASHlpr WNW ST-1 - r ;Z - - s ,, ,.<v,,,, >;y�. ;,, ;,har; rh 'r,.; {;� r' i; i' AB 1 _ - - _•� = _ .a a,*<.r ^,-*'�.�,<.0 •-ir .� G4�'^r.:.il'„�'a�,;s:tws ,.jam„d7-i;,,t3�<'•ir�=r'A�. ^~ EIFS1 .'.1.. � � c,.' :,-tie«' ?a,`• �i^'''.,1,'�-,EIFS-2 7r7i 'y,.:, f �„ �� °,I rhv„ 4Trs>( ,1"1d,-- •�. � ,�_ �i� ',ate, ' EIFS-1 - ` / / / / / T- 0 0 FO FO FO FO FO FO M FIRST FLOOR "�''� FIRST FLOOR 0,;--------------- --- -------------------- -- - 104C D.S.(DC 1) D.S.(DC 1) D.S.(DC 1) 0.1 M-1 M-1 M-1 STOREFRONT FRAMING CLEAR ANOD. FINISH 1 BACK ELEVATION NOT TO SCALE PC-1 PC-1 T.O.PARAPET TOWER A T.O. PARAPET TOWER A ........................................................................................................................................................................................................................................................................................................................................................................... 28'-0" 28'-011 EIFS-1 EIFS-2 T.O.PARAPET TOWER B FE 1 - °;r` = T.O.PARAPET TOWER B ---------------------------..-.._.----------- ,. *.:.,,.r, `' _ DETACHED PAY CANOPY - - - 24'-0" a: :;; ;, S='r 1!'. - 24'-0;' EIFS 2 _ _ - POTENTIAL SIGNAGE BY ,< AB-1 " `' -'" _- PAY CANOPY SIGNAGE �, , - SEPARATE PERMIT - - -,`r POTENTIAL SIGNAGE BY T.O.ACCENT TOWER A `'' ` TOWER(BEYOND) ----- ---------------......_._..........._ ................. _.;r„ ;\',•;. S SEPARATE PERMIT 0'8" 9 i:y I':,:^':�,r, TOWER B - ACHED PAY CANOPY - - T. .A ENT T WER B 0 CC 0 - -°N'v- 0 CC 0 i'S. ` "' T.O.PARAPET FLAT FRONT T.O. PARAPET FLAT FRONT . .'z -- �; TUMMY - .t:.,�.'., M P 1 CAR WASH SYSTEMS B.O.ACCENTTOWERB �:i' /v ,r J7l�r I II .ir1 tl' ,i. 'V'). 'Y� ;', '=>` T.O.DETACHED CAN_O_P_Y_ T.O. DETACHED CANOPY 1 -4 �'c� - 5 - 'x: I II - - 14' = J _ C S MP-1 - - - C SH - V K. -i' - - _ _ Y _ _DETACHED B.O.DETACHED CANOP B.O.DETAC CANOPY _ J� u - 1 I=7� rl. �I^ 7 a 1- a 1-%- EIFS 1 i i e >, 10 4 7/8 10 4 7/8 >r I J A' Y rr�^ �J\e ,K "A Li L' - - ST 1 � - 1 4'J T J: S 1`r " - - DC 1 D.S. , :z DC 1 D.S. >l'f, SIGNAGE r� r� SIGNAGE - -' ,rY - O MC-1 r, L,q`' S - 4 BY •� 'M - BYSEPARATE LR-1 - - = ,�� �h' T 1 '- :; �,>a .;`;;�;%';i'� ,,' =i'" _ �s-� PERMIT PERMIT �.,; ,� r,.; yr' _ '�- �� 7�-` -�> !�,i', �'' O �;r, L ' U W FIRST FLOOR >' �/. ' _� FIRST FLOOR FIRST FLOOR ��`'� �;,�x FIRST FLOOR N ' Z -- -- -- -- -- ,� " <n 0 107B 107A 0 0 104A 104B 0 Z � N EIFS REVEALS LR 1 PAY GATE BY MC-1 EIFS REVEALS O = a- Q EIFS-3 S.S. BOLLARD TOMMY'S M 1 EIFS-3k U Q cn LL WR-1 WR-1 w Lu O KNOX BOX BEYOND 1LLI Z 2 EXIT END ELEVATION 3 ENTRY END ELEVATION w w NOT TO SCALE NOT TO SCALE Q Q >- Q w U w o PC-1 (BEYOND) SEPARATELPERMIIT SIGNAGE BY PC-1 O R-1 T.O.PARAPET TOWER A O POTENTIAL SIGNAGE BY R-1, ROOF SYSTEM FURNISHED ---------EIF -- 281'--;� U SEPARATE PERMIT AND INSTALLED BY TOMMY'S EIFS-1 28-0' EXTERIOR MATERIALS LEGEND C• :`haa '�:i.r' , �, ''Ir,: -r✓v*,.nr .f'Ir, 'a+,ri.,`-, ,.,.-�I�;nJ'�a\.' '.�.��,;a_> ' T.O.PARAPET TOWER B MP- 24-0 FE-1 EIFS 2 = .^ 4'•,'1 ',J "" ' L-1 yy, N,Z �.,`vn,•A JTv_nLlni J7f 4.�,v,- , �)fi vZ� .S5 ;�.TiyN'{1 iN, -''I�r i ,t/4 (` "l'/ _ _ _ _ .)' ,/,1:Y" V,_�11.'`,Iv,�I4�f,'- �T•S,,r'1 4� ,:�'i UIU�,10 EIFS-1 - - AB 1 r' � �' Y< ; ',;.`t _ EXTERIOR INSULATED FINISH SYSTEM r'; = - _ :uy, ,_, -----------TO.ACCENT TOWER A.� O S U S S S �T.O. PARAPET(FLAT FRONT) _ _ B.O.ACCENT TOWER A Y17'-7 3/4"------ - --- _ i,�sib"�I`., Zt �T_'>.i _ - _ �Wr ) -iV 17' pp �11 .�' .z�' EXTERI R IN LATED FINI H Y TEM Mz , - r-i „�. _ T.O.DETACHED CAN_OPY J - - EIFS-1 B.O. NOT FOR CULTURED STONE _'l;r,,.. F) �,Y' "Ifxvi':i,,;c't''1 ,'Tc., ,v:✓ 'S c«,_C,i`.• ,•`;ti✓:l l:'` ,ti'.`f�',- ----------------------0'------" Y - - - OTE AL S GNA E BY M S _ z <, : a. L "t =., 10-4 718 NQTR TI N - PE r / / S),' :S _ "G•. •,h".' C=-% - _ „�il,.,.e ,;tip d"�Ir 4 vl` - ✓' DETACHED PAY CANOPY C - J'4 _ _ PREFINI HED METAL PIN_ S COPING ,e,h - ' /'I' .`Vi ,:fir •;r ,rti - - M -1- C / C ti•` - F F FO F FO F- rs M-1 hF�IRST FLOOR ST FLOOR ALUM. FLAT STOCK Y------------- 0" 0" MC-1 DECORATIVE LIGHT FIXTURE,TYP. D.S. DC-1 STOREFRONT FRAMING NOTE: M 1 ( ) CLEAR ANOD. FINISH D.S.(DC 1) D.S. (DC 1) D.S.DOWNSPOUTS FURNISHED AND INSTALLED BY G.C. ST-1 ENCLOSURES DC-1 FURNISHED AND INSTALLED BY TOMMY'S PROFILED METAL PANEL M-1 MC-1 4 FRONT ELEVATION NOT TO SCALE �/ �� GLAZING A200 12/7/2021 LIGHT FIXTURE,TYP. o DECORATIVE LIGHT FIXTURE,TYP. NOT TO SCALE CITY of LADEjLSINOF�E DREAM EXTREME, Memo To: Planning Commission From: Damaris Abraham, Senior Planner Date: December 21, 2021 Subject: ID#21-457 (Planning Application No. 2020-107—Tommy's Express Carwash) After the writing of the staff report, the following was received: 1. Email communication from VP Italia Tile & Stone dated December 18, 2021 \\FLINT\shared\Community Development\Planning\CURRENT PLAN NING\Project Files\PA\2020\PA 2020-107 Tommy's Express Carwash\PC\12.21.2021 PC\Memo-PC 12.21.2021.docx Damaris Abraham From: Mike Luders CA09 CA136 <mikeluders@teamtommys.com> Sent: Saturday, December 18, 2021 8:32 PM To: Damaris Abraham Cc: William Matzuy; Frank On Demand; Randy Madrid Subject: [External]Fwd: Planning Commission Message from external sender. Use Caution. Hello Damaris, Would it be possible to have this letter included in the packet for the meeting on Tuesday? I did not receive it until today. Thank you, Mike Luders ---------- Forwarded message --------- From: VP Italia Tile & Stone <vptileklive.com> Date: Sat, Dec 18, 2021 at 3:59 PM Subject: Re: Planning Commission To: mikeluderskteamtommys.com<mikeluderskteamtomm. s�> Planning Commission: Please push through the acceptance of the proposed car wash. As you may or may not know the former coco's building has been vacant for over 7 years now. We have had great difficulty leasing to a new restaurant. Many large name brands have passed on the shopping center(As they are looking for a big brand shopping center draw similar to target, Walmart etc) and it is too large for non franchise type restaurants. Don Jose has also recently vacated and sizzler in the same plaza has been vacant many years also. Add Covid to the mix, and I don't see any restaurant being able to occupy this space. The building needs a change urgently. We have constantly had to barricade the perimeter of the building to keep vagrants out, but recently, Vagrants have burned down the roof and we now do not have any way to keep them out. Fred Lopez (City of Lake Elsinore Code Enforcement) stated there is an urgency to tear down this building as the vagrants have become a huge nuisance. Please help the community and the city of lake Elsinore to give the plaza more traffic, therefore helping nearby businesses and also help keep a cleaner presence. I have attached a few photos of the recent damage to the building. i a � r � — _�t � Sri ,. try'. '�� _ � _-Ys��-�-r�' - ' gin-� ~:r_;ir' . .J oil Z�S '... lSls'• y( r +�` .h!-f.__ __s______._ __x3v�.a_a 1• _Je1_._ �—E�l�� s__._ _ _ !+� � ► •'� ..• .�.�*.��Rl.F 3 - _ y - r Disclaimer: This email and any attachments are intended only for the individual or company to which it is addressed and may contain information which is privileged, confidential, and prohibited from disclosure or unauthorized use under applicable law. If you are not the intended recipient of this email, you are hereby notified that any use, dissemination or copying of this email or the information contained in this email is strictly prohibited. If you have received this transmission in error, please notify the sender of the error and delete all copies from your system 5 City of Lake Elsinore Planning Commission Meeting Minutes Tuesday, December 21, 2021 CALL TO ORDER A Regular meeting of the Planning Commission of the City of Lake Elsinore was held in the Cultural Center, 183 North Main Street, on the above date. The meeting was called to ord er at 6:05 p.m. by Chairman Gray. PLEDGE OF ALLEGIANCE The Pledge of Allegiance was led by Vice Chairman Dobler. ROLL CALL Present Commissioner Peters, Commissioner Carroll, Commissioner Klaarenbeek, Vice Chairman Dobler and Chairman Gray PUBLIC COMMENTS – NON AGENDIZED ITEMS – 3 MINUTES None. CONSENT CALENDAR ITEM(S) None. PUBLIC HEARING(S) Temporary Use Permit 2021-05 (LE Motocross): A request for the approval of a Temporary Use Permit to seasonally extend the hours of operation from 7:00pm to 9:00pm. The public hearing was opened at 6:08. Assistant Community Development Director Kirk presented the staff report. Applicant Pat Fowler spoke on the item, noting that the proposed Temporary Use Permit would create an additional revenue source, where concerns have been raised, they have attempted to correct them and have tried to be a good neighbor. Michael Douglas, Summerly Resident identified that he lives directly behind the track. Additionally, Mr. Douglas stated that they have never received notification of the hours and dates of operation. Mr. Douglas generally spoke in opposition to the proposed Temporary Use Permit, noting concerns with dust, noise and the inadequacies public outreach meeting conducted by the Motocross operator. Lito Chavez, Summerly Resident identified that he lives directly behind the track. Mr. Chavez spoke in opposition to the proposed Temporary Use Permit, noting concerns with dust, noise and the inadequacies public outreach meeting conduced by the Motocross operator. Marsha Alpo-Marshall, Summerly Resident spoke in opposition to the proposed Temporary Use Permit, noting concerns with dust, noise and the inadequacies public outreach meeting conducted by the Motocross operator. ACCD Kirk clarified that the hours of operation are limited to 8:00am-Dusk and that the days of operation are not limited as the original application stipulated that use would be operated seven (7) days a week. Mr. Kirk further clarified that issues related to noise have been addressed through reduction of the areas of operation and the use sound attenuation equipment to reduce the noise emanating from the motorcycles and that through ongoing monitoring conducted by decibel meters there have not been documented occurrences of excessive noise that would exceed the LEMC limitations. ACCD Kirk explained the process in which complaints regarding dust are addressed, specifically noting that these complaints are referred and/or made to the South Coast Air Quality Management District and that t here have been no documentable exceedance of air quality regulations and as such no remedial action taken. Lito Chavez, Summerly Resident, clarified that ACCD Kirk have been responsive to the complaints made. Mr. Chavez stated that he spoke for the community and that Mr. Kirk has explained the response but felt their concerns regarding noise and dust control. Applicant Paul Simmeta commented that they voluntarily shut down the Lucas Track and use 100,000 gallons per day to water down the track. Mr. Simmeta stated that in shutting down the Lucas Track they lost their largest revenue producing resource and that that the extended hours would allow them to be financially solvent. Mr. Simmeta commented that he has read the required disclosure. Commissioner Klaarenbeek stated he felt the concerns related to noise and air quality have been adequately addressed and that operator has done all that they can. Commissioner Klaarenbeek commented that when the larger Lucas Oil events were held, he could hear them at his residence off of Auto Center, but since they have ceased, he could no longer hear them. ACCD Kirk asserted that there was some additional time until the TUP would be active, the item could be continued until January 18, 2022, to allow for an additional public outreach meeting. Commissioner Carrol responded that an additional public outreach meeting would be of help as there was a disclosure, the applicant has done everything that they could to reduce the impacts and the track has been in existence for a long period of time. Commissioner Carrol further stated he felt that a TUP as opposed to a Conditional Use Permit was appropriate. Chairman Gray noted that ACCD Kirk suggestion regarding the continuance was appropriate. The Public Hearing was closed at 6:33 Commissioner Peters commented she resides in Rosetta Canyon and that when the sports park was constructed that she expected some additional noise. Ms. Peters further stated that the residents of Summerly who purchased their homes after the track had long been in use should have expected some noise. A motion was made by Chairman Gray, seconded by Commissioner Klaarenbeek, to continue the item to the January 18, 2022, Planning Commission Meeting. Deputy City Attorney David Mann provided direction that action could be made on that motion or a subsequent motion could be made. A subsequent motion was made by Vice Chairman Dobler, seconded by Commissioner Peters, to approve Temporary Use Permit 2021-05. The motion to approve Temporary Use Permit was approved by the following vote: Aye: Vice Chair Dobler, Commissioner Peters, Commissioner Klaarenbeek and Commissioner Carroll No: Chair Gray Planning Application No. 2019-34 (Lake and Mountain Commercial Center): A request to Develop a New Commercial Retail Center with Six (6) Buildings (32,695 sq. ft. in total) and 170 Parking Spaces. The Public Hearing was opened at 6:39. Senior Planner Abraham presented the staff report. Julie Beeman, representative for the applicant presented an overview of the project. Araceli Jimenez, a resident of the adjacent community spoke in opposition of the project. Ms. Jimenez stated that the use of the property is occupied as a residential use and the existing resident is very concerned with the proposed use. Ms. Jimenez requested additional transparency. In addition, Ms. Jimenez asserted that her husband has a significant infection known as Valley Fever and that the creation of dust could lead to reinfection and that the mitigation measures would only reduce the potential impacts and that there are no guarantees. Christy Foraker, a resident of the adjacent community spoke in opposition of the project. Noting similar projects were proposed twice and went to court twice. Ms. Foraker noted community does not want commercial in this area. Julie Beeman, representative for the applicant provided additional remarks addressing the concerns raised by the two (2) previous. Charlene So, traffic engineer for applicant, clarified that the traffic counts were conducted prior to the Covid-19 Pandemic. Vicechair Dobler commented that the applicant’s representative reached out to him and he thanked her for addressing his concerns. Commissioner Carrol asked the applicant for the potential for Valley Fever. Ms. Beeman, clarified that she did not think there was a concern. The Public Hearing was closed at 7:11. A motion was made by Vice Chair Dobler, seconded by Commissioner Klaarenbeek, to adopt the following resolutions: Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, CERTIFY THE ENVIRONMENTAL IMPACT REPORT (ER 2020-03) (SCH NO. 2020080538) FOR PLANNING APPLICATION NO. 2019-34 (TENTATIVE TRACT MAP NO. 37922, CONDITIONAL USE PERMIT NO. 2019-19, AND COMMERCIAL DESIGN REVIEW NO. 2019-27); A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, ADOPT FINDINGS THAT PLANNING APPLICATION NO. 2019-34 (TENTATIVE TRACT MAP NO. 37922, CONDITIONAL USE PERMIT NO. 2019-19, AND COMMERCIAL DESIGN REVIEW NO. 2019 -27) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP); A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVE TENTATIVE TRACT MAP NO. 37922 SUBDIVIDING 6.07 ACRES INTO SIX PARCELS RANGING IN SIZE FROM 0.66 ACRES TO 1.22 ACRES LOCATED AT APNS 389-030-012 THROUGH 018; A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVE CONDITIONAL USE PERMIT NO. 2019-19 TO ESTABLISH THE LAKE AND MOUNTAIN COMMERCIAL CENTER PROJECT LOCATED AT APNS 389-030-012 THROUGH 018; and, A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVE COMMERCIAL DESIGN REVIEW NO. 2019- 27 PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR THE LAKE AND MOUNTAIN COMMERCIAL CENTER PROJECT LOCATED AT APNS 389-030-012 THROUGH 018. The motions were carried by the following vote: Aye: Chair Gray, Vice Chair Dobler, Commissioner Peters, Commissioner Klaarenbeek and Commissioner Carroll Planning Application No. 2020-107 (Tommy’s Express Carwash) A Request to Demolish a Vacant Coco’s Bakery & Restaurant Building and Construct a New 5,243 sq. ft. Automated Self-Serve Carwash. The Public Hearing was opened at 7:13. Commissioner Klaarenbeek disclosed that he had communicated with the applicant prior to the public hearing. Senior Planner Abraham presented the staff report. Mike Luders, Managing Partner for Tommy’s Carwash provided a background as to how Tommy’s came to this location and how the company began. Mr. Luders’ detailed the previous City’s Design Review Committee and they did not identify any specific concerns and noted that they had been working for two (2) years with City staff and had not received any feedback that there were concerns. Mr. Luders thanked the Commission’s comments from the previous meeting as it allowed them to further modify their project. Randy Madrid, representative for the applicant provided an overview of the project. William Matzuy, project architect provided an update of the architecture of the facility. Mr. Matzuy commented that the project team reached out to the existing business owners and they wanted the proposed carwash, additionally, he conveyed that the adjacent carwash operator acknowledged that he couldn’t stop the project and made an offer to sell the business. Mr. Matzuy provided an overview of surrounding businesses that are of a similar character and uses noting that competition is good. Mr. Matzuy apologized that the exhibits produced didn’t quite accurately reflect the actual aesthetic. Commissioner Klaarenbeek thanked Commissioners Carrol and Dobler for raising their concerns about the design, thanked the applicant for working to resolve the stated concerns and stated he was in support of the project. Commissioner Peters asked about the number of reveals proposed. Mr. Matzuy conveyed there would not be a significant number of reveals. Commissioner Carrol noted that while there were improvements, they were not quite on par with the Commission’s previous direction and stated that he still had concerns with the proposed project. Chairman Gray thanked the applicant for making some improvements and noted that further refinement could be addressed administratively via the permitting process. Commissioner Carrol stated that he had concerns with this applicant working with staff and if the item was to be continued to address further architectural improvement that it be referred back to the Planning Commission. The Public Hearing was closed at 7:33. A motion was made by Commissioner Klaarenbeek, seconded by Chair Gray, to adopt the following resolutions: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2020-18 TO ESTABLISH A 5,243 SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31706 CASINO DRIVE (APN: 363-171-005- 6); and, A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2020-29 PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR A 5,243 SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31706 CASINO DRIVE (APN: 363-171-005-6). The motion failed by the following vote: Aye: Chair Gray and Commissioner Klaarenbeek No: Vice Chairman Dobler, Commissioner Peters and Commissioner Carrol. DCA Mann requested to pause deliberations to confer with ACCD Kirk. DCA Mann clarified that staff would prefer that a motion to affirmatively disapprove the project. DCA Mann conveyed that the failure of the previous motion to approve the project functionally served as a denial due to the potential to appeal the project, but that a substitute motion to disapprove the project was preferred. ACD Kirk clarified that a substitute motion to continue the item could also be made. A motion was made by Vice Chair Dobler, seconded by Commissioner Carrol, to disapprove the project. The motion to disapprove Planning Application No. 2020-107 was approved by the following vote: Aye: Chairman Gray, Vice Chair Dobler, Commissioner Peters and Commissioner Carroll No: Commissioner Klaarenbeek Commissioner Klaarenbeek asked what the next step for this project is and if the project was “killed” ACD Kirk clarified that action to disapprove the project could be appealed. DCA Mann further clarified that there was a process in which the Council could elect to consider the item independently of a formal appeal. ACD Kirk communicated that the start of the appeal period for this project would occur on the date in which the item appears on the City Council’s agenda and would run for 15 days. Lake Elsinore Municipal Code Amendments regarding Short-Term Rentals The public hearing was opened at 7:38. ACCD Kirk presented the staff report. No members of the public spoke on the item and the Commission had no questions. The Public Hearing was closed at 7:33. A motion was made by Commissioner Peters, seconded by Commissioner Carrol, to adopt the following resolutions: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, RECOMMENDING ADOPTION OF AMENDMENTS TO TITLE 5 AND TITLE 17 OF THE LAKE ELSINORE MUNICIPAL CODE RELATED TO SHORT-TERM RENTALS. The motion was carried by the following vote: Aye: Chair Gray, Vice Chair Dobler, Commissioner Peters, Commissioner Klaarenbeek and Commissioner Carroll STAFF COMMENTS ACCD Kirk thanked the Commission for their time and all their effort during the previous year and wished the Commission a happy holiday. COMMISSIONERS' COMMENTS Commissioner Carrol recounted a story of a long-term pig farm that existed in Las Vegas that was increasingly surrounded by residential uses and the new neighbors complained of the pig farm, even though it existed before the homes. Mr. Carrol correlated this story to the issu es of the Motocross and stated that the use is an aspect of the identity of the community and should be fought for. Mr. Carrol addressed how in the past the Commission would approve things that may not be best architectural fit and felt it was it the role of the Commission to identify those issues and to work with the development community and staff to increase the level of architectural standards. Mr. Carrol wished everyone a happy holiday and asked everyone to be safe. Vicechair Dobler thanked staff and wished everyone a Merry Christmas. Commissioner Peters wished everyone a happy holiday and expressed that she was looking to working with everyone in the new year. Chairman Gray wished everyone a happy solstice as well as a happy holiday. ADJOURNMENT There being no further business to come before the Commission, the meeting was adjourned at 7:45 p.m. to Tuesday, December 7, 2021, at the Cultural Center, 183 N. Main Street, Lake Elsinore, CA 92530. __________/S/_________________________ John Gray Chair ______________/S/_____________________ Justin Kirk, AICP Assistant Community Development Director