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Home My WebLink AboutItem No. 05 Plan App No., 2018-25 Chic-Fil-AText File City of Lake Elsinore 130 South Main Street Lake Elsinore, CA 92530 www.lake-elsinore.org File Number: RES 2018-4 Agenda Date: 8/14/2018 Status: Consent AgendaVersion: 1 File Type: ResolutionIn Control: City Council / Successor Agency Agenda Number: 5) Page 1 City of Lake Elsinore Printed on 8/9/2018 Page 1 of 4 REPORT TO CITY COUNCIL To:Honorable Mayor and Members of the City Council From:Grant Yates, City Manager Prepared by: Damaris Abraham, Senior Planner Date:August 14, 2018 Subject:Planning ApplicationNo. 2018-25(Chick-Fil-A)–Proposal to demolish an existing 7,750 sq. ft. Lone Star Steakhouse restaurant and construct a new 4,801 sq. ft. Chick-Fil-A drive-thru restaurant. Applicant:Robert Lombardi, 4G Development Inc. Recommendation adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDINGTHAT PLANNING APPLICATION NO. 2018-25(CONDITIONAL USE PERMIT NO. 2018-02AND COMMERICAL DESIGN REVIEW NO. 2018-06)IS CONSISTENT WITHTHE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP); and, adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVINGCONDITIONAL USE PERMIT NO. 2018-02TO ESTABLISHA 4,801 SQUARE FOOT RESTAURANTWITHA DRIVE-THROUGH LOCATEDAT APN: 377-080-084; and, adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVINGCOMMERCIAL DESIGN REVIEW NO. 2018-06PROVIDING BUILDING DESIGNAND RELATED IMPROVEMENTS FOR A 4,801SQUARE FOOT RESTAURANTWITHA DRIVE-THROUGH LOCATED AT APN: 377-080-084. Background On August 7, 2018, the Planning Commission unanimously recommended approval of the Project by a vote of 5-0. Discussion Project Request and Location Theapplicant is requesting approval ofPlanning Application No. 2018-25(Conditional Use Permit No. 2018-02and CommercialDesign Review No. 2018-06)for the demolition of an existing 7,750 sq. ft. Lone Star Steakhouse restaurant and the constructiona new 4,801 sq. ft. Chick-Fil-A drive- thru restaurant on an approximately 1.14-acre site (Project). The Project site is located easterly PA 2018-25(Chick-Fil-A) 08/07/2018 Page 2 of 4 of I-15 Freeway, on the southwesterly corner of Dexter Place and Dexter Avenue intersection, more specifically referred to as 18601 Dexter Avenue (APN: 377-080-084). Environmental Setting EXISTING LAND USE GENERAL PLAN ZONING Project Site Restaurant/Vacant General Commercial(GC)General Commercial (C-2) North Dexter Park & Ride General Commercial (GC)General Commercial (C-2) South Golden Corral General Commercial (GC)General Commercial (C-2) East LA Fitness General Commercial (GC)General Commercial (C-2) West I-15 Freeway I-15 Freeway I-15 Freeway Analysis General Plan Consistency The Project has a General Plan Land Use designation of General Commercial(GC) and is located within the BusinessDistrict. The GCLand Use designation provides for retail, services, restaurants, professional and administrativeoffices, hotels and motels, mixed-use projects, public and quasi-public uses, and similar andcompatible uses with a maximum 0.40Floor Area Ratio (FAR). The Project is proposing to develop a drive-through restaurant with 0.09FAR. Therefore, the Project is consistent with the General Plan. Municipal Code Consistency The current zoning for the subject site is General Commercial (C-2). Section 17.124.020.B of the C-2 zone states that uses permitted subject to a Conditional Use Permit in the Neighborhood Commercial (C-1) zone are also permitted in the C-2 zone. Section 170.120.030.D of the C-1 zone permits drive-through establishments subject to a Conditional Use Permit. Staff has reviewed the proposed Project with respect to the relevant development standards as identified in the C-2 zone and the Lake Elsinore Municipal Code (LEMC) and has detailed the requirements and the proposed development standards as follows: Development Standard Required Proposed Front yard Setback Ave. 20 ft./not less than 15 ft.15 ft. Rear yard Setback (ROW)15 ft.15 ft. Building Height 45 ft.21.67ft. Landscape improvements: Adjacent to Street 15 ft.15 ft. Landscape coverage 15%29% The Project also complies with the onsite parking standards listed in LEMC, Chapter 17.148 (Parking Requirements). Section 17.148.030.E of the LEMC requires one (1) space for each 45 sq. ft.of customer area, plus one (1) space for each 200 sq. ft.of noncustomer areafor restaurants. A total of 57parking spaces would be required for the proposed Project.The Project will havesufficient parking spaces as there will be 60parking spaces provided for the Project. PA 2018-25(Chick-Fil-A) 08/07/2018 Page 3 of 4 In accordance with Section 17.148.060 of the LEMC, the Project has provided a drive-through lane with minimum storage for eight vehicles provided at 20 feet per vehicle. The drive-through lane is designed such that it will not interfere with free and orderly circulation of the parking lot, does not encroach or block driveways or parking spaces,and isseparated from adjoining property lineby a landscaped planter a minimum of five feet in width. 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 near the Project site. The proposed landscaping improvements serve to enhance the building designs and soften portions of building elevations, provide shade and break-up expanses of pavement. 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 so as to mitigate any potential concerns. EnvironmentalDetermination 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: a)The Project has a General Plan Land Use designation of General Commercial (GC) and has a General Commercial (C-2) zoning designation. The proposed Project, adrive-through restaurant,is a permitted use subject toa Conditional Use Permit. The Project also complies with all applicable development standards of the C-2 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. b)The proposed Project occurs within city limits, is located on a Project site of no more than five acres (approximately on a 1.14-acre site), and issubstantially surrounded by urban uses. c)The Project site has no value, as habitat for endangered, rare or threatened species. The Project site has been previously disturbed anddeveloped with a restaurant. The Project is proposing to demolish thisexisting restaurant and replace is with a new one. Inaddition, 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 ProjectReview (JPR) processes. The Project complieswith the MSHCP and is consistentwith all applicable requirements of the MSHCP. d)Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.A Traffic Impact Analysis (TIA) dated July 24, 2018 prepared by TJW Engineering, Inc. was submitted for the proposed Project. The TIA found thatno significant directimpacts are projected in the study area as a result of the proposed Project. The proposed Project is not required to implement any off-site improvements, except for improvements related to theproposedProjectdriveways.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 PA 2018-25(Chick-Fil-A) 08/07/2018 Page 4 of 4 impact fee programs should be sufficient to address the Project’s fair share towards mitigation measures designed to alleviate cumulative project impacts.In addition, a Preliminary Water Quality Management Plan (PWQMP 2018-05) that addresses water quality impacts has been submitted and approvedfor the proposed Project. (e) The site can be adequately served by all required utilities and public services. Fiscal Impact The time and costs related to processing this Project have been covered by the Developer Deposit paid for by the applicant. No General Fund budgets have been allocated or used in the processing of this application. The approval of the Project does not fiscally impact the City’s General Fund. Mitigation Measures to protect the City fiscally have already been included in the Conditions of Approval. Exhibits A –MSHCP Resolution B –CUPResolution C –CDRResolution D–Conditions of Approval E–Vicinity Map F–AerialMap G–Design Review Package RESOLUTION NO. 2018-__ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2018-25 (CONDITIONAL USE PERMIT NO. 2018-02 AND COMMERICAL DESIGN REVIEW NO. 2018-06) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP) Whereas,Robert Lombardi, 4G Development Inc.has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2018-25 (Conditional Use Permit No. 2018-02 and Commercial Design Review No. 2018-06) for the demolition of an existing 7,750 sq. ft. Lone Star Steakhouse restaurant and construction a new 4,801 sq. ft. Chick-Fil-A drive- thru restaurant on an approximately 1.14-acre site (Project). The Project site is located easterly of I-15 Freeway, on the southwesterly corner of Dexter Place and Dexter Avenue intersection, more specifically referred to as 18601 Dexter Avenue (APN: 377-080-084); and, Whereas,Section 6.0 of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP)requires that all discretionary projects within aMSHCP Criteria Cell undergo the LakeElsinore Acquisition Process (LEAP) and Joint Project Review (JPR) 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 requiresthat the City adopt consistency findings demonstrating that the proposed discretionary entitlement complies with the MSHCP CriteriaCell, and the MSHCP goals and objectives; and, Whereas, pursuant to Chapter 17.184 (Design Review) of the LEMC, the Planning Commission (Commission)has been delegated with the responsibility of making recommendations to the City Council (Council) pertaining to design reviews; and, Whereas,pursuant to Chapter 17.168 (Conditional Use Permits) of the LEMC, theCommission has been delegated with the responsibility of making recommendations to the Council pertaining to conditional use permits; and, Whereas,on August 7, 2018at 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; and, Whereas, pursuant to Chapters 17.168 and 17.184 of the LEMC, the Council has the responsibility of making decisions to approve, modify, or disapprove recommendations of the Commission for conditional use permits and design review applications; and, Whereas,on August 14, 2018, at a duly noticed Public Meeting, the Council has considered the recommendation of the Commission as well as evidence presented by the Community Development Department and other interested parties with respect to this item. NOW,THEREFORE, THECITY COUNCILOF THE CITY OF LAKE ELSINOREDOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1.The Council has considered the Project and its consistency with the MSHCP prior to adopting Findings of Consistency with the MSHCP. CC Reso. No. 2018-____ Page 2of 4 Section 2.That in accordance with the MSHCP, the Councilmakes the following findings for MSHCP consistency: 1.The Project is a project under the City’s MSHCP Resolution, and the City must make an MSHCP Consistency finding before approval. Pursuant to the City’s MSHCP Resolution, the Project is required to be reviewed for MSHCP consistency, including consistency with other “Plan Wide Requirements.” The Project site is not locatedwithin a MSHCP Criteria Cell. Based upon the site reconnaissance survey there are no issues regarding consistency with the MSCHP’s other “Plan Wide Requirements.” The only requirement potentially applicable to the Project were the Protection of Species Associated with Riparian/Riverine Areas and Vernal Pool Guidelines (Section 6.1.2 of the MSHCP) and payment of the MSHCP Local Development Mitigation Fee (Section 4 of the MSHCP Ordinance). 2.The Project is subject to the City’s LEAP and the Western Riverside County Regional Conservation Authority’s (RCA) Joint Project Reviewprocesses. As stated above, the Project is not located within a Criteria Cell and therefore the Project was not processed throughthe City’s LEAP andJPR processes. 3.The Project is consistent with the Riparian/Riverine Areas and Vernal Pools Guidelines. The Project is proposing todemolish an existing restaurant and replace is with a new one. The Project site has been previously completely disturbed and graded for the development of the existing restaurant. As such, the Riparian/Riverine Areas and Vernal Pool Guidelines as set forth in Section 6.1.2 of the MSHCP are not applicable. 4.The Project is consistent with the Protection of Narrow Endemic Plant Species Guidelines. The site does not fall within any Narrow Endemic Plant Species Survey Areas. Neither a habitat assessment nor further focused surveys are required for the Project. Therefore, Protection of Narrow Endemic Plant Species Guidelines as set forth in Section 6.1.3 of the MSHCP are not applicable to the Project. 5.The Project is consistent with the Additional Survey Needs and Procedures. The MSHCP only requires additional surveys for certain species if the Project is located in Criteria Area Species Survey Areas,Amphibian Species Survey Areas, Burrowing Owl Survey Areas, and Mammal Species Survey Areas of the MSHCP. The Project site is not located within any of the Critical Species Survey Areas. Therefore, the provisions of MSHCP Section 6.3.2 are not applicable. 6.The Project is consistent with the Urban/Wildlands Interface Guidelines. The Project site is not within or adjacent to any MSHCP criteria or conservation areas. Therefore, the Urban/Wildlands Interface Guidelines of MSHCP Section 6.1.4 are not applicable. 7.The Project is consistent with the Vegetation Mapping requirements. The Project is proposing to demolish an existing restaurant and replace is with a new one. CC Reso. No. 2018-____ Page 3of 4 The Project site has been previously completely disturbed and graded for the development of theexisting restaurant.There are no resources located on the Project site,requiring mapping as set forth in MSHCP Section 6.3.1. 8.The Project is consistent with the Fuels Management Guidelines. The Project site is not within or adjacent to any MSHCP criteria or conservation areas. Therefore, the Fuels Management Guidelines of MSHCP Section 6.4 are not applicable. 9.The Project will be conditioned to pay the City’s MSHCP Local Development Mitigation Fee. As a condition of approval, the Project will be requiredto pay the City’s MSHCP Local Development Mitigation Fee at the time of issuance of building permits. 10.The Project is consistent with the MSHCP. The Project is proposing to demolish an existing restaurant and replace is with a new one. The Project site has been previously completely disturbed and graded for the development of the existing restaurant. As described above, the Project complies with all application MSHCP requirements. Section 3. Based upon the evidence presented, both written and testimonial, and the above findings, the Council hereby finds that the Project is consistent with the MSHCP. Section4.This Resolution shall take effect immediately upon its adoption. Section 5.The City Clerk shall certify to the adoption of this Resolution and enter it into the book of original Resolutions. Passed and Adopted onthis 14th day of August2018. Natasha Johnson Mayor Attest: ___________________________________ Susan M. Domen, MMC City Clerk CC Reso. No. 2018-____ Page 4of 4 STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Susan M. Domen, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that Resolution No. 2018-____ was adopted by the City Council of the City of Lake Elsinore, California, at the regular meeting of August 14, 2018, and that the same was adopted by the following vote: AYES: NOES: ABSENT: ABSTAIN: Susan M. Domen,MMC City Clerk RESOLUTION NO.2018- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2018-02 TO ESTABLISH A 4,801 SQUARE FOOT RESTAURANTWITH A DRIVE-THROUGH LOCATED AT APN: 377-080-084 Whereas,Robert Lombardi, 4G Development Inc. has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2018-25 (Conditional Use Permit No. 2018-02 and Commercial Design Review No. 2018-06) for the demolition of an existing 7,750 sq. ft. Lone Star Steakhouse restaurant and construction a new 4,801 sq. ft. Chick-Fil-A drive- thru restaurant on an approximately 1.14-acre site (Project). The Project site is located easterly of I-15 Freeway, on the southwesterly corner of Dexter Place and Dexter Avenue intersection, more specifically referred to as 18601 Dexter Avenue (APN: 377-080-084); and, Whereas, Chapter 17.168 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 issuanceof a Conditional Use Permit, which allows the City to comprehensively review and approve the use; and, Whereas, pursuant to Chapter 17.168 (Conditional Use Permits) of the LEMC, the Planning Commission (Commission) has been delegated with the responsibility of making recommendations to the Council pertaining to conditional use permits; and, Whereas,on August 7, 2018at 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; and, Whereas,pursuant to Chapter 17.168 of the LEMC, the Council has the responsibility of making decisions to approve, modify, or disapprove recommendations of the Commission for conditional use permits; and, Whereas,on August 14, 2018, at a duly noticed Public Meeting, the Council has considered the recommendation of the Commission as well as evidence presented by the Community Development Department and other interested parties with respect to this item. NOW,THEREFORE, THE CITY COUNCILOF THE CITY OF LAKE ELSINORE,CALIFORNIA, DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section1.The Council has considered the Project and has found it acceptable. Section2.The Council 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. CC Reso. No. 2018-____ Page 2of 3 Section3. That in accordance with LEMCSection 17.168.080 Findings, the Councilmakes the following findings regarding Planning Application No. 2018-25(Conditional Use Permit No. 2018- 02): 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 site has a General Plan Land Use designation of General Commercial (GC) that provides for retail, services, restaurants, professional and administrative offices, hotels and motels, mixed-use projects, public and quasi-public uses, and similar and compatible uses with a maximum 0.40Floor Area Ratio (FAR). The project is proposing to develop a drive-through restaurant with 0.09FAR. Therefore, the Project is consistent with the General Plan. The current zoning for the subject site General Commercial (C-2). The proposed use is identified as a permitted use subject to the approval of a Conditional Use Permit within the C-2 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 ofpersons residing or working within the neighborhood of the proposed use or the City, or injurious to property or improvements in the neighborhood or the City. The proposed use 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. 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 LEMCand will complement the existing uses, based on the submitted plans and theconditions of approvalimposed 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 bythe 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 17.168.050, including guarantees and evidence of compliance with conditions, have been incorporated into the approval of CC Reso. No. 2018-____ Page 3of 3 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 17.168.040of the LEMC, the Project was considered by the Planning Commission at a duly noticed Public Hearing on August 7, 2018, appropriate and applicable conditions of approval have been included to protect the public health, safety and general welfare. Section4. Based upon the evidence presented, the above findings, and the Conditions of Approvalimposed upon the Project, the CouncilherebyapprovesPlanning Application No. 2018- 25(Conditional Use Permit No. 2018-02). Section 5.This Resolution shall take effect immediately upon its adoption. Section 6.The City Clerk shall certify to the adoption of this Resolution and enter it into the book of original Resolutions. Passed and Adopted onthis 14th day of August 2018. Natasha Johnson Mayor Attest: ___________________________________ Susan M. Domen, MMC City Clerk STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Susan M. Domen, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that Resolution No. 2018-____ was adopted by the City Council of the City of Lake Elsinore, California, at the regular meeting of August 14, 2018, and that the same was adopted by the following vote: AYES: NOES: ABSENT: ABSTAIN: Susan M.Domen, MMC City Clerk RESOLUTION NO. 2018- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2018-06 PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR A 4,801 SQUARE FOOT RESTAURANT WITH A DRIVE-THROUGH LOCATED AT APN: 377-080-084 Whereas, Robert Lombardi, 4G Development Inc. has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2018-25 (Conditional Use Permit No. 2018-02 and Commercial Design Review No. 2018-06) for the demolition of an existing 7,750 sq. ft. Lone Star Steakhouse restaurant and construction a new 4,801 sq. ft. Chick-Fil-A drive- thru restaurant on an approximately 1.14-acre site (Project). The Project site is located easterly of I-15 Freeway, on the southwesterly corner of Dexter Place and Dexter Avenue intersection, more specifically referred to as 18601 Dexter Avenue (APN: 377-080-084); 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, pursuant to Chapter 17.184 (Design Review) of the LEMC, the Planning Commission (Commission)has been delegated with the responsibility of making recommendations to the City Council (Council) pertaining to design reviews; and, Whereas,on August 7, 2018at 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; and, Whereas, pursuant to Section 17.184.090 of the LEMC the Council has the responsibility of making decisions to approve, modify, or disapprove recommendations of the Commission for design review applications; and, Whereas,on August 14, 2018, at a duly noticed Public Meeting, the Council has considered the recommendation of the Commission as well as evidence presented by the Community Development Department and other interested parties with respect to this item. NOW, THEREFORE, THE CITY COUNCILOF THE CITY OF LAKE ELSINORE DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1.The Council 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 theLEMCand finds and determines that the proposed Projectis consistent with the requirements of California Planning and Zoning Law and with the goals and policies of the GP and the LEMC. Section 2.The Councilfinds 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 wellas 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 CC Reso. No. 2018-____ Page 2of 3 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 3.That in accordance with Chapter 17.184of the LEMC,the Councilmakes the following findings regarding of Planning Application No. 2018-25(Commercial Design Review No. 2018- 06): 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 site has a General Plan Land Use designation of General Commercial (GC) that provides for retail, services, restaurants, professional and administrative offices, hotels and motels, mixed-use projects, public and quasi-public uses, and similar and compatible uses with a maximum 0.40 Floor Area Ratio (FAR). The project is proposing to develop a drive-through restaurant with 0.09 FAR. Therefore, the Project is consistent with the General Plan. The current zoning for the subject site General Commercial (C-2). The proposed use is identified as a permitted use subject to the approval of a Conditional Use Permit within the C-2 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 Projectcomplies with the design directives contained in the LEMCand all applicable provisions of the LEMC. The Projectis 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 Chapter 17.184.070 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 Chapter 17.184. Pursuant to Section 17.184.070 ofthe LEMC, the Projectwasconsidered by the Commissionat a duly noticed Public Hearing held onAugust 7, 2018.TheProject,as reviewed and conditioned by all applicable City divisions, departments and agencies, will not have a significant effect on the environment. Approval of theProjectwill not result in a substantial change to the previously certifiedEnvironmental ImpactReport. Therefore, no additional environmental review is necessary. Section 4.Based upon all of the evidence presented, the above findings, and the conditions of approval imposed upon the Project, the Councilhereby approvesPlanning Application No. 2018- 25(Commercial Design ReviewNo. 2018-06). Section 5.This Resolution shall take effect immediately upon its adoption. CC Reso. No. 2018-____ Page 3of 3 Section 6:The City Clerk shall certify to the adoption of this Resolution and enter it into the book of original Resolutions. Passed and Adopted onthis 14th day of August2018. Natasha Johnson Mayor Attest: ___________________________________ Susan M. Domen, MMC City Clerk STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LAKE ELSINORE ) I, Susan M. Domen, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that Resolution No. 2018-____ was adopted by the City Council of the City of Lake Elsinore, California, at the regular meeting of August 14, 2018, and that the same was adopted by the following vote: AYES: NOES: ABSENT: ABSTAIN: Susan M. Domen, MMC City Clerk Applicant’s Initials: _____ Page 1 of 15 CONDITIONS OF APPROVAL RESOLUTION:2018-XX, 2018-XX,and 2018-XX PROJECT: PA 2018-25/CUP 2018-02/CDR 2018-06 PROJECT NAME:Chick-Fil-A PROJECT LOCATION:APN: 377-080-084 APPROVAL DATE:August 14, 2018 EFFECTIVE DATE:August 14, 2018 EXPIRATION DATE:August 14, 2020 GENERAL 1.Planning Application No. 2018-25 (Conditional Use Permit No. 2018-02 and Commercial Design Review No. 2018-06) proposes to demolishan existing 7,750 sq. ft. Lone Star Steakhouse restaurant and constructa new 4,801 sq. ft. Chick-Fil-A drive-thru restaurant on an approximately 1.14-acre site (Project). The Project site is located easterly of I-15 Freeway, on the southwesterly corner of Dexter Place and Dexter Avenue intersection, more specifically referred to as 18601 Dexter Avenue (APN: 377-080-084). 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 2018-02and CDR 2018-06, 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 2018-02 and CDR 2018- 06or 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. 2018-02shall 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 design review approval pursuant to subsections (B) and (C) of Lake Elsinore Municipal Code (LEMC) Section 17.168.080. Subject to the provisions of LEMC Section 17.168.110, a conditional use permit granted pursuant to the provisions of this PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 2 of 15 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.CommercialDesign Review No. 2018-06shall 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 (B) and (C) of Lake Elsinore Municipal Code (LEMC) Section 17.184.120. Notwithstanding conditions to the contrary, a design review granted pursuant to LEMC Chapter 17.184 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.The Conditional Use Permit granted herein 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 this approval. An application for modification, expansion or other change in a Conditional Use Permit shall be reviewed according to the provisions of the LEMC, Title 17 in a similar manner as a new application. 7.If operation of this use triggers concerns related to parking, noise, traffic, or other impacts, at the discretion of the Community Development Director, this Conditional Use Permit may be referred back to the Planning Commission for subsequent review at a Public Hearing. If necessary, the Commission may modify or add conditions of approval to mitigate such impacts, or may revoke said Conditional Use Permit. 8.All Conditions of Approval shall be reproduced on page one of building plans prior to their acceptance by the Building and Safety Division, Community Development Department. All Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy and release of utilities. 9.All future development proposals shall be reviewed by the City on a project-by-project basis. If determined necessary by the Community Development Director or designee, additional environmental analysis will be required. 10.Any proposed minor revisions to approved plans shall be reviewed and approved by the Community Development Director or designee. Any proposed substantial revisions to the approved plans shall be reviewed according to the provisions of the Municipal Code in a similar manner as a new application. Grading plan revisions shall be reviewed by the City Engineer. 11.The applicant shall provide all project-related on-site and off-site improvements as required by these Conditions of Approval. 12.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 anyLegal Holidays. PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 3 of 15 13.No individual signs are approved as part of this approval. The applicant or designee shall submit an application for a sign permit, pay appropriate fees and receive approval from the Community Development Department for any sign(s) installed at the project site. OR The applicant shall submit a sign program for review and approval of the Planning Commission prior to installation. 14.Graffiti shall be removed within 24 hours. 15.All materials and colors depicted on the approved plans shall be used. If the applicant wishes to modify any of the approved materials or colors depicted on the plans, the applicant shall submit a proposal setting forth the modifications for review by the Community Development Director or his designee 16.The entire site shall be kept free from trash and debris at all times and in no event shall trash and debris remain for more than 24 hours. 17.The applicant shall comply with all applicable City Codes and Ordinances. 18.The applicant shall pay all applicable City fees, including but not limited to: Development Impact Fees (DIF), Fire Facilities Fees, and Traffic Infrastructure Fees (TIF) per LEMC Section 16.74, Transportation Uniform Mitigation Fees (TUMF) per LEMC Section 16.83, Area Drainage Fees per LEMC Section 16.72, MSHCP Fee per LEMC Section 16.85, Capital Improvement Impact/Mitigation Fees, Stephens Kangaroo Habitat Fee (K-Rat)per LEMC Section 19.04, and Plan Check fees, at the rate in effect at the time of payment. Prior to Issuance of Grading Permits/Building Permits 19.All roof mounted or ground support air conditioning units or other mechanical equipment incidental to development shall be architecturally screened or shielded by landscaping so that they are not visible from neighboring property or public streets. Any roof mounted central swamp coolers shall also be screened, and the Community Development Director, prior to issuance of building permit shall approve screening plan. 20.The applicant shall pay school fees to the Lake Elsinore Unified School District prior to issuance of a building permit. 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.A uniform hardscape and street furniture design including seating benches, trash receptacles, free-standing potted plants, bike racks, light bollards, etc., shall be utilized and be compatible with the architectural style. Detailed designs shall be submitted for Planning Division review and approval prior to the issuance of building permits. PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 4 of 15 25.Prior to issuance of a building permit, one(1) setof the Final Landscaping / Irrigation Detail Plans along with a digital copy (i.e. PDF format) shall be submitted to the Community Development Department with appropriate fees, for review and approval by the Community Development Director or designee. a.All planting areas shall have permanent and automatic sprinkler system with 50% plant coverage using a drip irrigation method. b.All planting areas shall be separated from paved areas with a six inch (6”) high and six inch (6”) wide concrete curb. Runoff shall be allowed from paved areas into landscape areas. c.Planting within fifteen feet (15’) of ingress/egress points shall be no higher than twenty- four inches (24”). d.Landscape planters shall be planted with an appropriate parking lot shade tree pursuant to the LEMC and Landscape Design Guidelines. e.No required tree planting bed shall be less than 5 feet wide. f.Root barriers shall be installed for all trees planted within 10 feet of hardscape areas to include sidewalks. g.Any transformers and mechanical or electrical equipment shall be indicated on landscape plan and screened as part of the landscaping plan. h.The landscape plan shall provide for ground cover, shrubs, and trees and meet all requirements of the City’s adopted Landscape Guidelines. i.All landscape improvements shall be bonded 100% for material and labor for two years from installation sign-off by the City. Release of the landscaping bond shall be requested by the applicant at the end of the required two years with approval/acceptance reviewed by the Landscape Consultant and approved by the Community Development Director or Designee. j.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. k.Final landscape plan must be consistent with approved site plan. l.Final landscape plans to include planting and irrigation details. m.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. n.No turf shall be permitted. 26.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. 27.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. 28.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 PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 5 of 15 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. BUILDING DIVISION General Conditions 29.Final Building and Safety Conditions.Final Building and Safety Conditions will be addressed when building construction plans are submitted to Building and Safety for review. These conditions will be based on occupancy, use, the California Building Code (CBC), and related codes which are enforced at the time of building plan submittal. 30.Compliance with Code.All design components shall comply with applicable provisions of the 2016 edition of the California Building, Plumbing and Mechanical Codes: 2016 California Electrical Code; California Administrative Code, 2016 California Energy Codes, 2016 California Green Building Standards, California Title 24 Disabled Access Regulations, and Lake Elsinore Municipal Code. 31.Green Measures. The application shall provide 10% voluntary green measures on the project, as stipulated by the 2016 California Green Building Standards. 32.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. 33.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. 34.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. 35.Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work. 36.Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards, and anyblock walls will require separate approvals and permits. 37.Sewer and Water Plan Approvals. On-site sewer and water plans will require separate PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 6 of 15 approvals and permits. Septic systems will need to be approved from Riverside County Environmental Health Department before permit issuance. 38.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 39.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 1207, of the 2016 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) 40.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. 41.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) 42.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 43.Pre-Construction Meeting. A pre-construction meeting is required with the building inspector prior to the start of the building construction. ENGINEERING DIVISION General 44.All slopes and landscaping within public right-of-way shall be maintained by the property owner or property owner’s association or another maintenance entity approved by the City Council. All open space and slopes outside the public right-of-way shall be owned and maintained by property owner or property owner’s association. PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 7 of 15 45.In accordance with the City’s Franchise Agreement for waste disposal & recycling, the developer shall be required to contract with CR&R Inc. for removal and disposal of all waste material, debris, vegetation and other rubbish generated during cleaning, demolition, clear and grubbing or all other phases of construction. 46.Developer shall mitigate to prevent any flooding and/or erosion downstream caused by development of the site and or diversion of drainage. 47.Any grading that affects “waters of the United States”, wetlands or jurisdictional streambeds, shall require approval and necessary permits from respective Federal and/or State agencies. 48.The developer shall provide a copy of an encroachment permit or any approval documents from the Riverside County Flood Control District and/or Caltrans for encroaching, grading, or discharging into County flood control facilities or Caltrans right of way. 49.All required soils, geology, hydrology and hydraulic, and seismic reports shall be prepared by a Registered Civil Engineer. FEES 50.The developer shall pay all Engineering Division assessed, Development Impact Fees, Plan Check and Permit fees (LEMC 16.34). Applicable Development Impact Fees include: Railroad Canyon Road Benefit District, Stephens Kangaroo Habitat Fee (K-Rat), Traffic Infrastructure Fee (TIF), Transportation Uniform Mitigation Fee (TUMF), and Area Drainage Fee. 51.Mitigation Fees will be assessed at the prevalent rate at time of payment in full. STORM WATER MANAGEMENT / POLLUTION PREVENTION / NPDES Design 52.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 Deminimus Discharges MS4 53.The Final WQMP shall be approved by the City prior to issuance of ANY permit to include demolition, building, rough or precise grading. 54.The Final WQMP shall documentthe 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 ControlBMPs PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 8 of 15 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 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. The Operation and Maintenance (O&M) Plan and Agreement shall: o describe the long-term operation and maintenance requirements for BMPs identified in the WQMP; o identify the entity that will be responsible for long-term operation and maintenance of the referenced BMPs; o describe and document the funding source for long-term operation and maintenance of the referenced BMPS; and o provide for annual certification of water quality facilities by a registered civil engineer. The City format shall be used. 55.The 2010 SAR MS4 Permit requires implementation of LID Principles and LID Site Design, where feasible, to treat the pollutants of concern identified for the project, in the following manner (from highest to lowest priority): (Section XII.E.2, XII.E3, and XII.E.7). Preventatives 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, evapo-transpired, and/or bio-treated shall be treated and discharged in accordance with the requirements set forth in Section XII.G. 56.Parking lot landscaping areas shall be designed to provide for treatment, retention or infiltration of runoff. 57.Project onsite hardscape areas shall be designed and constructed to provide for drainage intoadjacent landscape. 58.Project trash enclosure shall be covered, gated, and bermed to prevent untreated discharge. 59.If CEQA identifies resources requiring Clean Water Act Section 401 Permitting, the applicant shall obtain certification through the Santa AnaRegional Water Quality Control Board and provide a copy to the Engineering Division. 60.All storm drain inlet facilities shall be appropriately marked “Only Rain in the Storm Drain” PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 9 of 15 using the City authorized marker. 61.The project shall use either volume-based and/or flow-based criteria for sizing BMPs in accordance with NPDES Permit Provision XII.D.4. 62.The project shall implement State Water Quality Control Board approved full capture trash devices. This shall include installation of connector pipe screens on all onsite catch basins and all offsite catch basins to which the project discharges. Construction 63.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. 64.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 proofof 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. 65.Erosion & Sediment Control –An Erosion and Sediment Control Plan implementing minimum BMPs shall be included 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 approved plan shall be incorporated into the SWPPP as applicable, kept updated as needed to address changing circumstances of the project site, be kept at the project site and available for review upon request. Post-Construction 66.Prior to the issuance of a certificate of use and/or occupancy, the applicant shall demonstrate compliance with applicable NPDES permits to include: Demonstrate that the project has complied with all non-structural BMPs described in the project’s WQMP. Provide signed, notarized certification (using City form) from the engineer of work that the structural BMP’s 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. Demonstrate that copies of the project’s approved WQMP (with recorded O&M Plan or CC&R’s attached) are available onsite. As Built and provide the City with a digital .pdf copy of the Final WQMP. UTILITIES 67.All arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of the roadway shall be the responsibility of the property owner or his agent. PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 10 of 15 68.All overhead utilities shall be undergrounded in accordance with Chapter 12.16 ofthe Lake Elsinore Municipal Code (LEMC) 69.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. 70.The developer shall apply for, obtain and submit to the City Engineering Division a letter from Southern California Edison (SCE) indicating that the construction activity will not interfere with existing SCE facilities (aka SCE NIL). 71.The developer shall submit a copy of the "Will Serve" letter to the City Engineering Division 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 and volume etc. IMPROVEMENTS Design 72.Sight distance into and out of the project location shall comply with CALTRANS Standards. 73.The developer shall install permanent bench marks per City of Lake Elsinore Standards and at locations to be determined by City Engineer. 74.The developer shall install blue dot markers in the roadway at a right angle to Fire Hydrant locations per Lake Elsinore Standards. 75.10-yearstorm runoff shall be contained within the curb and the 100 yearstorm runoff shall be contained within the street right-of-way. When either of these criteria are exceeded, drainage facilities shall be provided. 76.All drainage facilities in this project shall be constructed to Riverside County Flood Control District Standards. 77.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 onsite 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-yr storm of 6 hours or 24 hours duration under developed condition is equal or less than the runoff under existing conditions of the same storm frequency. Both 6 hour and 24-hourstorm duration shall be analyzed to determine the detention basin capacities necessary to accomplish the desired results. 78.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. 79.Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs should drain to alandscaped area. PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 11 of 15 80.The site shall be planned and developed to keep surface water from entering buildings (California Green Building Standards Code 4.106.3). 81.All Public Works requirements shall be complied with as a condition of development as specified inthe Lake Elsinore Municipal Code (LEMC) and Lake Elsinore Public Works Standard Plans. 82.The developer shall implement mitigation measures identified in the Traffic Analysis dated July 24, 2018 as specified in Section VIII of this study. 83.Street improvement plans shall be prepared by a Registered Civil Engineer and the plans shall include ac pavement, driveway approaches and signing and striping. 84.If existing improvements are to be modified, the existing improvement plans on file shall be modifiedaccordingly and approved by the City Engineer prior to issuance of building permit. Permitting/Construction 85.An Encroachment Permit shall be obtained prior to any work on City and/or State right-of- way. The developer shall submit the permit application, required fees and executed agreements, security and other required documentation prior to issuance. 86.All compaction reports, grade certifications, monument certifications (with tie notes delineated on 8 ½" x 11" Mylar) shall be submitted to the Engineering Division before final inspection of public works improvements will be scheduled and approved. 87.All streets shall be constructed per Lake Elsinore City Standards and/or applicable specific plan. Any deviation from City standards shall be approved by the City Engineer. Acceptance of Improvements 88.The developer shall participate in “fair share” payment of offsite improvements as described in Section 9.3 of the Traffic Analysis dated July 24, 2018. 89.The developer shall submit a written request for acceptance to the City Engineer. 90.As-built plans shall be completed and signed by the City Engineer. GRADING Design 91.A grading plan signed and stamped by a California Registered Civil Engineer shall be submittedfor City review and approval for all addition and/or movement of soil (grading) on the site. The plan shall include separate sheets for erosion control, haul route and traffic control. The grading submittal shall include all supporting documentation andbe prepared using City standard title block, standard drawings and design manual (available at www.lake-elsinore.org). 92.All grading plan contours shall extend to minimum of 50 feet beyond property lines to indicate existing drainage pattern. PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 12 of 15 93.The grading plan shall show that no structures, landscaping, or equipment are located near the project entrances that could reduce sight distance. 94.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 approved by the City Engineer. 95.The developer 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. Permit/Construction: 96.Developer shall execute and submit grading and erosion control agreement, post grading security and pay permit fees as a condition of grading permit issuance. 97.A preconstruction meeting with the City Public Works Inspector (Engineering Division) is required prior to commencement of ANY grading activity. 98.Developer shall provide the city with a copy of the Notice of Intent (NOI) and Waste Discharge Identification (WDID) letter issued by the Regional Water Quality Control Board for the National Pollutant Discharge Elimination System (NPDES) program 99.Prior to commencement of grading operations, developer is to provide to the City with 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 cy shall be approved by City Council. (LEMC 15.72.065) 100.Export sites located within the Lake Elsinore City limits must have an active grading permit. 101.Applicant to provide to the City a video record of thecondition of all proposed public City haul roads. In the event of damage to such roads, 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 the approval of the City Engineer. 102.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. 103.A Storm Water Pollution Prevention Plan (SWPPP) and sediment and erosion control plan shall be completed. A copy of the current SWPPP shall be kept at the project site and be available for review upon request. 104.Approval of the project Water Quality Management Plan (WQMP) for post construction shall be received prior to issuance of any permits. 105.Submit an approved environmental clearance document to the Engineering Division. This approval shall identify and clear all proposed grading activity anticipated for this project. 106.Developer shall pay all grading permit applicable processing, permit, security and PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 13 of 15 development fees including those fees identified in an applicable development agreement, Stephens Kangaroo Rat Habitat. PRIOR TO ISSUANCE OF BUILDING PERMIT 107.Provide final soils, geology and seismic report, including recommendations for parameters for seismic design of buildings, and walls prior to building permit. 108.All required public right-of-way dedications and easements shall be prepared by the developer or his agent and shall be submitted to the Engineering Division for review and approval prior to issuance of building permit. 109.All street improvement plans and signing and striping plans shall be completed and approved by the City Engineer. 110.The developer shall pay all Capital Improvement TIF and Master Drainage Fees and Plan Check fees (LEMC 16.34). PRIOR TO OCCUPANCY 111.All signing and striping and traffic control devices for the required improvements of this development shall be installed. 112.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. 113.The fair share cost of future improvements as a condition of this development shall be paid. 114.Proof of acceptance of maintenance responsibility of slopes, open spaces, landscape areas, and drainage facilities shall be provided. 115.TUMF fees shall be paid. The TUMF fees shall be the effective rate at the time of payment in full in accordance with the LEMC. 116.As-built plans for all approved plan sets shall be submitted for review and approval by the City. The developer/developer/owner is responsible for revising the original mylar plans. 117.All final studies and reports, grade certifications, monument certifications (with tie notes delineated on 8 ½ x 11” mylar) shall be submitted in .tif format on a CD/DVD. Studies and reports include, Soils, Seismic, Hydrology, Hydraulics, Grading, SWPPP, WQMP, etc. 118.All plan sets and recorded maps shall be digitized and provided on CD/DVD as follows: Final Map(s) -GIS Shape files* and .tif of recorded map. Improvement Plans –GIS Shape files* and .tif of approved as built mylar. Grading Plans -.tif of approved as built mylar. *GIS Shape files must be in projected Coordinate System: NAD 83 State Plane California Zone VI U.S. Fleet. 119.Final soil report showing compliance with recommendations, compaction reports, grade certifications, monument certifications (with tie notes delineated on 8 ½ x 11” mylar) shall be submitted in .tif format on CD to the Engineering Division before final inspection will be PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 14 of 15 scheduled. 120.All required public right-of-way dedications, easements, dedications and vacations and easement agreement(s) not processed on the final map for ingress and egress through adjacent property(ies)shall be recorded with a recorded copy provided to the City prior to building permit issuance. 121.Documentation of responsibility for slope maintenance along right-of-ways and open spaces to be maintained by the HOA or other entity shall be provided in a recordable format and recorded prior to occupancy/final. 122.Water and sewer improvements shall be completed in accordance with Water District Requirements. 123.In the event of damage to City roads from hauling or other construction related activity, applicant shall pay full cost of restoring public roads to the baseline condition. 124.Prior to grading or building permit close-out and/or the issuance of a certificate of use or a certificate of occupancy, developer shall: Demonstrate that all structural BMPs have been constructed, installed and are functioning in conformance with approved plans and specifications and the WQMP; Demonstrate that they are prepared to implement all non-structural BMPs included in the conditions of approval or building/grading permit conditions; Demonstrate that an adequate number of copies of the approved project specific WQMP are available for the future owners/occupants; and The developer shall provide all education guidelines for Water Quality Management Practices to the tenants, operators and owners of the businesses of the development, regarding the environmental awareness on good housekeeping practices that contribute to protection of storm water quality and meet the goals of the approved WQMP in the Riverside County NPDES Drainage Area Management Plan. Contact the City NPDES Coordinator for handout/guideline information. 125.Theproperty owner (aka Legally Responsible Party) shall execute and cause to be recorded a “Covenant and Agreement” in the form provided by the City to inform future property owners of the requirement to implement the approved final project-specific WQMP. 126.Developer shall pay all outstanding applicable processing and development fees including but not all inclusive: TUMF, MSHCP, TIF, Stephens Kangaroo Rat Habitat and area drainage prior to occupancy/final approval. CITY OF LAKE ELSINORE FIRE MARSHAL 127.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. PA 2018-25/CUP 2018-02/CDR 2018-06 PC: August 7, 2018 Conditions of Approval CC: August 14, 2018 Applicant’s Initials: _____Page 15 of 15 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 City Councilof the City of Lake Elsinore on August 14, 2018. I also acknowledge that all Conditions shall be met as indicated. Date: Applicant’s Signature: Print Name: Address: Phone Number: I 1 5 DEXTER AVE 3RD ST DEXTER PL CRANE STALLAN ST I 1 5 I 15 I 15 I 1 5 DEXTER AVE 3RD ST DEXTER PL CRANE STALLAN ST I 1 5 I 15 I 15 Planning Application No. 2018-25APN: 377-080-084VICINITY MAP PROJECT SITE ´ I 1 5 DEXTER AVE DEXTER PL 3RD ST CRANE ST I 15 I 15 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, U SDA, USGS, AeroGRID, IGN, and the GIS UserCommunity I 1 5 DEXTER AVE DEXTER PL 3RD ST CRANE ST I 15 I 15 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, U SDA, USGS, AeroGRID, IGN, and the GIS UserCommunity Planning Application No. 2018-25APN: 377-080-084AERIAL MAP PROJECT SITE ´ CODE INFORMATION Drawing Index O BUILDING CODE T-1,1 COVED SNEET CBC 2016 SP-1 SITE PLAN Q PLUMBING CODE: D CPC 2016 10F 4 CIVIL TITLE SNEET MECHANICAL CODE O 2 OF 4 CONCEPTUAL G2ADING PLAN coil CMC 2016 3 OF 4 CONSTRUCTION NOTES ELECTRICAL CODE: 4 OF 4 CONCEPTUAL UTILITY PLAN CEC 2016 1 OF 2 ALTA/ACSM LAND TITLE SU�_)VEY ENERGY CODE. 2 OF 2 ALTA/ACSM LAND TITLE SURVEY TOPO D p O Oo TITLE 24 - 2016 EDITION O O O FIRE CODE: L-I P2ELIMINA�_'Y LANDSCAPE SITE PLAN CFC 2016 O O 5200 Buffington Rd. GREEN CODE: D A-1,0 FLOOD PLAN Atlanta Georgia, CGC 2016 A-1.7 (GOOF PLAN 4 — 99 LOCAL CODE AMENDMENTS: A-2,1 EX7E�_)10�_) ELEVATIONS LA AMENDMENTS APPLICABLE. A-3,1 BUILDING SECTION Revisions: BUILDING DATA Mark Date By 0 5200 BUFF I NGTON LOAD OCCUPANCY: 4,2 «F_STAUZ1ANT) ATLANTA, GEOQG I A 30349-2998 FIRE SPRINKLERED: YES CONSTRUCTION TYPE V-B PHONE C404) 765-8000 SITE AREA: 49,659 S.F. SAX (404) 684-8550 Mark Date By BUILDING AREA: 4,801 S.F. FAR: .09 ZONING: C-2 GENERAL COMMERCIAL Mark Date By 0 PARKING STANDARD SPACES REQUIRED: I E=0�_' 45SF OF CUSTOMER SPACE Seal I ADDITIONAL FOB 200SF NON-CUSTOMER SPACE 6 18 1 DEXTER AVE . TOTAL SPACES REQUIRED: CUSTOMER AREA: 1,893 SF/45 = 42 NON-CUSTOMER AREA: 2,908 SF/200 = 15 TOTAL �EOU I ZIED = 60 SPACES LAKE ELSINOQE, CA 92532 TOTAL SPACES PROVIDED: 59 SPACES P�_IOV DED Architect: �F Q � 195 SOUTH "C" STZEET 200 TUST 1 N, CA, 92780 N Ln PHONE: (714) 832-1834 i M FAX: (714) 832-1910 ARCHITECT S co O `c CONTACT �D_USSEU NATO I ELD 195&MCsreA, SAe2M co Tu4irl (A 99M E-MA U: �_IUSSELL@C�,INO.COM #m714.8321834 co � a 15 N co Civil Engineer: °°°°° CENTRAL AVE & 5 TPUXAVV AND ASSOCIATES DEXTER AVE. 0 0 265 AN I TA D;:�I VE Cn SUITE III N o ORANGE, CA. 92868 z 18601 DEXTER AVE. PHONE: (714) 935-0265 T CONTACT STEVE VICINITY MAP LAKE ELSINORE, CA E E-MAID' STEVENAGE;�aT�_IUX,471,COM NOT TO SCALE SHEET TTEE o TITLE SHEET U o O N U o U_ L m Q (0 L � V) VERSION: V7.025 O y Landscape Architect: ISSUE DATE: 08—2016 JOHN HOUP I AN ASSOC. Y 107 AVEN I DA SU 1 TE "D" SAN CUEMENTE, CA 92672 Job IC o. ; 17-200 Store 04261 Q U PHONE: (949) 489-5623 X: C949) 489-5632 X Date 0 — —1 FA o CONTACT JONN NOUN I AN Drawn By AM 0 E-MAD TEAM@NOU�IANASSOCIATES.COM Checked By , RH 0 o Sh eet N ti o 7 N � TAI T Q 1 � L � U U_ - L U BUILDING DATA 0 OCCUPANCY: 42 «ESTAU�24NT) FIRE SPRINKLERED= YES CONSTRUCTION TYPE: V-B SITE AREA- 46,659S.F. BUILDING AREA: 4,801 S.F. 0 0 0 0 00 FAR: .09 ZONING C2 GENEZL L COMME�'CIAL 0 5200 Buffington Rd. Atlanta Georgia, o 30349-2998 Revisions: Mark Date By E X 15T ING 5GRE EN W,4LL PARKING EXISTING FREEWAY SIGN TO REM,41N L TO REMAIN � REMOVE PORTION ®� STANDARD SPACES REQUIRED; I F0� 455F OF CUSTOMER SPACE SCREEN W,4LL _ \ I ADDI70NA2 F0�) 2008F NON-CUSTOMER SPACE - -L - - I 150.84' - -- 2 .42_ TOTAL SPACES REQUIRED CUSTOMERA�EA: 1,893 SF/45 = 42- - - -- —� - � -- \ NON-CUSTOMER AREA: 2,908 SF/200 = 15 Mark Date B y / - - - - _ TOTAL �EQUI�ED 57 SPACES 10 �' •o �, TOTAL SPACES PROVIDED: 60 SPACES PROVIDED Mark Date B GANOPY MENU BOARDSCos // cpo�• `� �C y v / � p � � Seal NI EUJ LEGTRIGAL / TRA 5FORMER rq ' 1121, i 1421 AS / / 1 5GE EASEMENT TO BE 26' RELOG,4TED/A5ANDONED �8 / N oo Its L 2E, � L CD EXISTING SCREEN 0 / ARCHITECTS W,4LL TO REM,41N A 00 27 o 1'j/ 1953xthC3reE, 3ite200 GONCRETE Ti n (A927�0 C DRIVE-TI 4RU a-/o°, N 714.8321834 a`a N oo 00 STORE r 121 \ CENTRAL AVE 8c DEXTER AVE. - EXISTING STORM DRAIN / OF a - CANOPY EDT /; TO BE RELOC 4TED / s PJ TF WINDOW - / / P`' �-� 18601 DEXTER AVE. 9 _ •4 1 / �/ �� p oo LAKE ELSINORE, CA — 142.98' - — -- — -- -- -- -- -- -- — / SHEET TITLE EXISTING 5ILL�O,4RD F PRELIMINARY N TO REMAIN / ° - SITE PLAN 0 U I N U / SINGLE STORY I / STUCCO/WOOD VENEER BLDG. RELOCATE I N I VERSION: V7.025 / GOLDEN CORRAL EXISTING F.N. I / RESTAURANT I 15 ISSUE DATE: 08-2016 U Job No, 17-200 04261 Store I Date : 03-07-18 N / - / Drawn By x N Checked By o -- Sh e e t SITE PLAN VICINITY MAP 2 1 = 20" -0 NOT TO SCALE SPAQ w Y U t U UTILITY PROVIDERS * * CONCEPTUAL GRAD NG AND UT L TY PLANS SEWER.................ELSINORE VALLEY MUNICIPAL WATER DISTRICT, 31315 CHANEY STREET, LAKE ELSINORE 92530, CHRISTINA BACHINSKI (951) 674-3146 x8427 FOR WATER.................ELSINORE VALLEY MUNICIPAL WATER DISTRICT, 31315 CHANEY STREET, LAKE ELSINORE 92530, CHRISTINA BACHINSKI (951) 674-3146 x8427 15 STORM DRAIN.....CITY OF LAKE ELSINORE, 130 S. MAIN STREET, LAKE ELSINORE 92530, RITA THOMPSON (951) 674-3121 x308 + GAS....................SO. CALIF. GAS CO., 1981 W. LUGONIA AVENUE, REDLANDS 92374, ROBERT FIGUEROA (909) 335-7755 00 AVENUE 74 ELECTRIC............SO. CALIF. EDISON, 24487 PRIELIPP DRIVE, WILDOMAR 92595, SCE PLANNING SUPERVISOR (951) 249-8301 o �y9 CABLE.................CHARTER COMMUNICATIONS, 560 S. PROMENADE AVE. #102, CORONA 92879, KEITH KLUMP (951) 547-3831 CH F LA RESTA r\ ANT NO@ 4261 + PHONE................ N ROADWAY............CITY OF LAKE ELSINORE, 130 S. MAIN STREET, LAKE ELSINORE 92530, RITA THOMPSON (951) 674-3124 x308 ROADWAY............COUNTY OF RIVERSIDE TRANSPORTATION DEPT., 4080 LEMON ST. 3RD FLOOR, RIVERSIDE 92501, (951) 955-6880 CENTRAL AVENUE AND DEXTER AVENUE 74 lJ P o � + AGENCY RECORD INFORMATION NOT AVAILABLE AT THE TIME OF THIS SURVEY. ' R E LAKE E LS I N U" 9 CA TITLE REPORT * * ��P� 5200 Buffington Rd. GRADING NOTES 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT CONSTRUCTION ACTIVITY. THIS SURVEY AND EASEMENTS SHOWN HEREON ARE BASED ON INFORMATION 9�FtiG SITE Atlanta Georgia, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, INCHES (31N) WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET (3FT) OF FINISH 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; CONTAINED IN THE PRELIMINARY TITLE REPORT PREPARED BY: F 30349-2998 CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, FIRST AMERICAN TITLE INSURANCE COMPANY r-' I �JJ_r-j)J %00 9�F2 UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33. BY THE SOILS ENGINEER. HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO 4380 LA JOLLA VILLAGE DRIVE, SUITE 110 I I "J �F �� ReVISIOnS: FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE I A j�E �� 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT SAN DIEGO, CA 92122 Mark Date B TO ANY OPERATIONS. APPROVAL. STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND (858) 410-2151 y SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, COMMITMENT NUMBER: NCS-882366-SD 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA COMMITMENT DATE: NOVEMBER 27, 2017 (1-800-422-4133) FORTY-EIGHT (48) HOURS PRIOR TO GRADING. BUILDING DEPARTMENT. ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL , TITLE OFFICER: TRIXY BROWN / JANICE TREANOR IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT r`� HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID #___ 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND EASEMENT NOTES * * VICINITY MAP DATE PERMIT ISSUED: ____ MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. REFER TO TITLE REPORT FOR ADDITIONAL INFORMATION AND DETAILS: NOT TO SCALE Mark Date B 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE y 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE APPROVED, AND SHALL BE SHOWN ON THE PLAN. OWNER'S EXPENSE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 3Q ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM FREEWAY HAVE BEEN DOCUMENT RECORDED OCTOBER 10, 1978 AS OC DU 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE EROSION CONTROL NOTES 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK, PORTABLE TOILETS, INSTRUMENT N0. 2 RELINQUISHED IN THE HE D OFFICIAL RECORDS. APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM NOTE: SAID DOCUMENT ACCOUNTS FOR A PORTION OF RELINQUISHED ACCESS RIGHTS OUT TO THE FINISHED SURFACE. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS-OF-WAYS AND TITLE NOS.1237, 772, 529, 1004, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS) AND STANDARDS FLOW-LINES. AS SHOWN ON THE SURVEY. RELINQUISHED ACCESS RIGHTS ALONG THE SHEET 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. NO GRADING PERMIT SHALL BE ISSUED WITHOUT WESTERLY PARCEL 1 (R1) LINE ARE SHOWN PER CALTRANS MAP (R3). Mark Date By (3) LAYER A.S.T.M. D-1557-70 TEST METHOD. AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER. THE EROSION CONTROL PLAN SHALL 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE 1 TITLE SHEET INCLUDE DETAILS OF PROTECTIVE MEASURES, INCLUDING DESILTING BASINS OR OTHER TEMPORARY DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. ® AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE DRAINAGE OR CONTROL MEASURES, OR BOTH, AS MAY BE NECESSARY TO PROTECT THE WATER QUALITY APRIL 16, 2008 AS INSTRUMENT NO. 2008-0189715 OF OFFICIAL RECORDS. GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. OF RECEIVING WATER BODIES OR TO PROTECT ADJOINING PUBLIC AND PRIVATE PROPERTY FROM DAMAGE 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL IN FAVOR OF: SOUTHERN CALIFORNIA EDISON COMPANY, A 2 CONCEPTUAL GRADING PLAN FROM EROSION, FLOODING OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. CORPORATION, ITS SUCCESSORS AND ASSIGNS 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF OR RESULT FROM SUCH GRADING OPERATIONS. THE FOLLOWING EROSION CONTROL AND NPDES NOTES AS AFFECTS: AS DESCRIBED THEREIN 3 CONSTRUCTION NOTES GROUND IS APPROVED BY THE SOILS ENGINEER. WORDED WITH BLANKS FILLED IN, SHALL BE PLACED ON THE PLANS: 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED NOTE: THE LAST COURSE OF STRIP NO. 4 IN SAID DOCUMENT APPEARS TO BE IN 4 CONCEPTUAL UTILITY PLAN 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN %'-PER FOOT 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE CONSTRUCTION STAGING AREAS. ERROR. THE COURSE OF NORTH 43'43'52" EAST IS PLOTTED HEREON INSTEAD FOR A MINIMUM OF THREE (3) FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE. NOS. 529, 772, 1237, 1004, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS), AND OF NORTH 43.4352" WEST AS STATED IN THE DOCUMENT, IN ORDER TO ALIGN Seal STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS WITH THE GIVEN DISTANCE AND CONNECTED TO STRIP N0. 5. PER THE DOCUMENT. pFEss�p INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON-CONTAMINATED R N 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS ALSO AN EXISTING ELECTRICAL VAULT IS LOCATED OUTSIDE OF STRIP NO. 5 1 ALTA SURVEY TITLE SHEET Oe q� 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT ��, y 3. pF THAN TEN FEET (10FT), AND 2% IF CUT OR FILL IS GREATER THAN TEN FEET (10FT). DRAINAGE O � 2 SWALES SHALL BE A MINIMUM OF 0.5FT DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET (2') FROM DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL ALONG DEXTER PLACE. * 2 ALTA SURVEY (TOPO) �� THE TOP OF CUT OR FILL SLOPES. 3. IN CASE OF EMERGENCY, CALL -----___ (RESPONSIBLE PERSON) AT BOARD. LU No. 81077 ____ (24-HOUR PHONE NUMBER). * FOR REFERENE ONLY 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN 5 THE TERMS, PROVISIONS AND EASEMENTS CONTAINED IN THE DOCUMENT � � 13. PROVIDE 5FT WIDE BY 1FT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON Q EASEMENT(S) 5FT HIGH. 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% ENTITLED "FREEWAY SIGN EASEMENT AGREEMENT" RECORDED APRIL 18, 2008 J'j C1V11. APPROVAL OF THE QUALIFIED SWPPP DEVELOPER, CITY ENGINEER, OR IN AN EMERGENCY, BY THE SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF AS INSTRUMENT NO. 2008-0195591 OF OFFICIAL RECORDS. qlF OF CA��E�� 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. OCCUPANCY. NOTE: THE EXACT LOCATION OF THE FREEWAY SIGN EASEMENT CANNOT BE DETERMINED TOP OF CUT SLOPES. NOTICE TO CONTRACTOR 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT FROM THE RECORD DOCUMENT. THE SHOPPING CENTER FREEWAY PYLON SIGN IS IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON LOCATED AT WESTERLY CORNER AS SHOWN ON THE SURVEY. THE CONTRACTOR SHALL ASCERTAIN THE TRUE 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL Prepared by: EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE TEMPORARY DRAINAGE OR CONTROL MEASURES. UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. © AN EASEMENT FOR PUBLIC STREET AND INCIDENTAL PURPOSES, RECORDED THIS PLAN IS: RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMPS TO ELIMINATE OR REDUCE SEDIMENT OCTOBER 09, 2008 AS INSTRUMENT NO. 2008-0546334 OF OFFICIAL UTILITIES, SHOWN OR NOT SHOWN HEREON. 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10) FEET IN HEIGHT PRELIMINARY- CHARACTERISTICS OF THE SOIL. TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES. RECORDS. (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS. IN FAVOR OF: CITY OF LAKE ELSINORE, A MUNICIPAL CORPORATION, IMPORTANT NOTICE 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT ITS SUCCESSORS AND ASSIGNS Section 4216 of the Government Code SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE (NOT FOR CONSTRUCTION) requires a Dig Alert Identification ISSUANCE OF BUILDING PERMITS. DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. TRACKING OR WIND. INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE AFFECTS: AS DESCRIBED THEREIN Number be issued before a STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. "Permit to Excavate will be valid. 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE 7 AN OFFER OF DEDICATION FOR RIGHT OF WAY AND INCIDENTAL PURPOSES For your Dig Alert I.D. Number call 18. THE SOILS ENGINEERING INVESTIGATION DATED JANUARY 23, 2018 PREPARED BY (GILES ENGINEERING Underground Service Alert JOSEPH C. TRUXAW ASSOCIATES, INC.) DATED _____ AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED CONCLUSION OF EACH WORKING DAY. 16. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, SPECIAL ATTENTION RECORDED OCTOBER 09, 2008 AS INSTRUMENT NO. 2008-0546335 OF CALL 811 A ASSOCIATES /NC. _____ PREPARED BY (GEOLOGIC CONSULTANT), SHALL BE CONSIDERED A PART OF THIS SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS OFFICIAL RECORDS. Two working days before you dig. i GRADING PLAN AND SHALL BE IN COMPLIANCE. 8. THE CONTRACTOR SHALL RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES TO: CITY OF LAKE ELSINORE, A MUNICIPAL CORPORATION, PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. ClVlI Engineers and ors PERMIT, GENERAL PERMIT CONSTRUCTION ACTIVITIES. ITS SUCCESSORS AND ASSIGNS Land SurVe 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. y BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT 17. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE 265 S ANITA DRIVE, SUITE III TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED ORANGE, CA 92868 SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. RECYCLE BINS. ITEM(S) BELOW IS NOT LISTED IN THE SUBJECT TITLE REPORT LISTED HEREON: SOURCE OF BOUNDARY & EASEMENT INFORMATION. THE APPROVED PLAN. (714) 935-0265 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT AQ = PROPOSED 15 FOOT PUBLIC STORM DRAIN EASEMENT, SHOWN PER CITY OF THE TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS (714) 935-0106 (FAX) ANY CONSTRUCTION/GRADING. TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS. TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID LAKE ELSINORE GRADING PLAN FOR LONESTAR STEAK HOUSE DATED NOV. 2007. WERE TAKEN FROM THE PLAN REFERENCED BELOW. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: A) DESILTING #-------------- DATE WDID ISSUED: ____________ 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. B) THE EXTENT OF ALL GRADED AREAS 19. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT OF LEGAL DESCRIPTION ** DATE OF SURVEY: JANUARY 04, 2018 ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. C) SIZE OF DESILTING BASIN EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. ALTA SURVEY BY: TRUXAW AND ASSOCIATES, INC. FEET (30') IN VERTICAL HEIGHT. OUTLET PIPE AND OVERFLOW. D) DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, REAL PROPERTY IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF _______________________________ (SIGNATURE) (RCE N0.) (EXP) (DATE) 265 S. ANITA DR., SUITE 111 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT. PERCENT COMPACTION, ETC. E) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED CALIFORNIA, DESCRIBED AS FOLLOWS: ORANGE, CA 92868 DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE (714) 935-0265 CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. PARCEL 1 AS SHOWN ON NOTICE OF LOT LINE ADJUSTMENT NO. 2007-12 AS 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED � JOB # CFA06105 AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A RECORD DATA * * EVIDENCED BY DOCUMENT RECORDED ON MARCH 18, 2008 AS INSTRUMENT NO. 2008- REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND CONVENIENT LOCATIONS TO FACILITATE 000131995, OF OFFICIAL RECORDS, BEING MORE DESCRIBED AS FOLLOWS: STORE ARE REQUIRED TO BE KEYED AND BENCHED. RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIRR ANY DAMAGED EROSION CONTROL (R1) = RECORD DATA PER LOT LINE ADJUSTMENT NO. 2007-12, RECORDED MEASURES WHEN A 50% CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR MARCH 18, 2008 AS INSTRUMENT NO. 2008-0131995, OFFICIAL RECORDS THAT PORTION OF PARCEL 3 & 4 ON RECORD OF SURVEY ON FILE IN BOOK 42, DEVELOPER CENTRAL AVENUE U E 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: A. UPON LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY (NOAA). ECORDS OF RIVERSIDE COUNTY, CALIFORNIA.COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL (R2) = PARCEL MAP 8914, BOOK 34, PAGE 84. PAGE 61 OF RECORDS OF SURVEY, & DEXTER AVENUE AND TERRACED AREAS AND ANY SUBSTRUCTURES. B. DURING ALL ROUGH GRADING AND OPERATIONS 13. BMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT CHICK-FIL-A INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. C. DURING INSTALLATION OF OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. ALL REMOVABLE (R3) = CALTRANS R/W MAP 916532, RECORDS OF CALTRANS DISTRICT NO. 8 TOGETHER WITH THAT PORTION OF DEXTER AVENUE ABUTTING SAID LAND AND LYING BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. D. WHEN ANY UNUSUAL GRADING PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING BETWEEN THE NORTHERLY PROLONGATION OF THE NORTHWESTERLY AND THE LAKE ELSINORE, CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. DAY WHEN THE FOUR (4) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). (DE) = MISCELLANEOUS RECORD DEED LEGAL DESCRIPTION. SOUTHEASTERLY BOUNDARIES OF SAID LAND AS CONTAINED IN RESOLUTION RECORDED 5200 BUFFINGTON ROAD MAY 11, 1990 AS INSTRUMENT NO. 174610 OF OFFICIAL RECORDS. ATLANTA, GEORGIA 30349 CALIFORNIA 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER 14. AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK APPROVED GROUND COVER, AT TWELVE INCHES (121N) ON CENTER. SLOPES OVER FIFTEEN FEET (15FT) BERMS, ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND BASIS OF BEARINGS * * EXCEPT THEREFROM THAT PORTION AS CONVEYED TO THE STATE OF CALIFORNIA BY IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMPS DAMAGED DURING A DEED RECORDED OCTOBER 10 1978 AS INSTRUMENT NO. 213000, OFFICIAL RECORDS. SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10FT) ON CENTER; RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE THE BEARING NORTH 08° 01' 28" WEST FOR THE CENTERLINE OF DEXTER SHEET TITLE TREES AT TWENTY FEET (20FT) ON CENTER; COMBINATIONS FIFTEEN FEET (15FT) ON CENTER. SLOPES BEGINNING AT THE CENTERLINE INTERSECTION OF DEXTER AVENUE AND THIRD MAY RESULT IN PENALTIES. AVENUE AS SHOWN ON LOT LINE ADJUSTMENT NO. 2007-12 RECORDED ARCHITECT MARCH 18, 2008 AS INSTRUMENT NO. 2008-0131995 OF MAPS, RECORDS OVER THREE FEET (3FT) IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. AVENUE (OLD ALIGNMENT) AS SHOWN ON A CALTRANS RIGHT OF WAY MAP NO. TITLE SHEET BACKFLOW PREVENTION DEVICES PER U.B.C. OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, WAS USED AS THE 916532, RECORDS OF CALTRANS, DISTRICT NO. 8, SHOWING THIS AREA WITHIN THE CRHO ARCHITECTS 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER BASIS OF BEARINGS FOR THIS SURVEY. CITY OF ELSINORE AREA COUNTY OF RIVERSIDE STATE OF CALIFORNIA. THENCE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED NORTH 46° 13' 18" WEST ALONG THE CENTERLINE OF DEXTER AVENUE A DISTANCE 195 SOUTH "C" STREET SUITE 200 PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN BENCHMARK OF STREET SWEEPING BECOMES INEFFECTIVE. 246.44 FEET THENCE SOUTH 43° 46' 11" WEST 30.00 FEET TO THE NORTHEAST 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY CITY OF LAKE ELSINORE BENCHMARK NO. B-95-55 CORNER OF SAID PARCEL 3; THENCE NORTH 46° 13' 18 WEST 103.73 FEET ALONG TUSTIN, CA 92780 SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. NPDES / STORM WATER POLLUTION NOTES ELEVATION = 1270.68 FEET (DEC. 1995) SOUTHERLY RIGHT OF WAY OF DEXTER AVENUE 30 FEET WIDE AS IT NOW EXIST TO (714) 832-1834 FAX (714) 832-1910 VERSION: 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS, A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WITH A RADIUS OF 330.00 FEET, ISSUE DATE: CHISELED SQUARE ON TOP OF HEADWALL.1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE PROPERTY FROM THE APPROXIMATE A RADIAL LINE THROUGH SAID POINT BEAR NORTH 43° 46' 42" EAST; THENCE 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. OWNER IS RESPONSIBLE FOR ENSURING THAT A QUALIFIED SWPPP PRACTITIONER (QSP) AND QUALIFIED INTERSECTION OF COLLIER AVENUE AND THIRD STREET 45 FEET NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12° 43' 37", SWPPP DEVELOPER (QSD) IMPLEMENT AND MAINTAIN THE SWPPP-APPROVED, PRE-QUALIFIED BMPS AN ARC DISTANCE OF 73.08 FEET TO THE TRUE POINT OF BEGINNING THENCE SOUTH SOILS ENGINEER 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK / WEBSITE FOR NORTHWESTERLY ALONG COLLIER AND 45 FEET SOUTHWESTERLY TO THE SOUTHERLY END OF HEAD WALL AT CHANNEL. 57° 36' 58" WEST 34.72 FEET; THENCE SOUTH 43° 45' 11" WEST 142.98 FEET; Job No. : CFA06105 CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE THENCE SOUTH 58° 46' 55" WEST 49.49 FEET TO THE SOUTH WESTERLY LINE OF THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS. WITH THE GEOTECHNICAL RECOMMENDATIONS MADE BY: Store 0# 4261 GRADING OPERATION. FOR ALL OTHER PROJECTS, THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMPS FOR SAID PARCEL 3 THENCE NORTH 31° 49 10 WEST 223.51 FEET; THENCE NORTH 43° . 03--07-18 CONSTRUCTION ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS FLOOD ZONE * * 45' 11" EAST 150.84 FEET; THENCE NORTH 43' 43' 52" EAST 27.42 FEET TO A GILES ENGINEERING ASSOCIATES, INC. Date 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES POINT ON THE SOUTHERLY RIGHT OF WAY OF DEXTER PLACE 30.00 FEET WIDE AS IT INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES COMMUNITY NUMBER: 060636 2029G EFFECTIVE DATE: AUGUST 28, 2008 1965 NORTH MAIN STREET • MME GI EXCESS OF THREE (3) FEET VERTICAL HEIGHT WITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH NOW EXIST SAID POINT ON ANON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, WITH Drawn By GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF ZONE X (UNSHADED); PROPERTY NOT IN A SPECIAL FLOOD HAZARD AREA, A RADIUS OF 190.00 FEET, A RADIAL LINE THROUGH SAID POINT BEAR NORTH 19° ORANGE, CA 92865 PRIOR TO THE APPROVAL OF FINAL INSPECTION. POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 03' 05" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL Checked PHASE OF CONSTRUCTION. By : SMH 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE INFORMATION OBTAINED FROM CERTIFIED FLOOD SYSTEMS, INC. ON 12/8/17 ANGLE OF 27° 04 33", AN ARC DISTANCE OF 89.79 FEET; THENCE NORTH 81° 58 PH (714) 279-0817 FAX (714) 279-9687 AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 2. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE STORM 32" EAST 5.93 FEET; THENCE NORTH 53° 01' 28" WEST 21.21 FEET TO THE PROJECT NO. 2G-1712003 Sheet INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON WESTERLY RIGHT OF WAY OF DEXTER AVE THENCE SOUTH 08° 01' 28" EAST 14.60 REPORT DATE: JANUARY 23, 2018 REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - FEET TO A NON TANGENT CURVE, CONCAVE SOUTHEASTERLY, WITH A RADIUS OF CONTRACTOR SHALL OBTAIN A COPY OF THIS REPORT 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. SITE AREA * 330.00 FEET, A RADIAL LINE THROUGH SAID POINT BEAR NORTH 81° 58' 32" EAST AND ALL ADDENDUM AND FOLLOW THE RECOMMENDATIONS ROUGH GRADE APPROVAL. THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25' 30' THEREIN. NOTIFY TRUXAW AND ASSOCIATES OF ANY 1 of 4 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM SUBJECT SITE CONTAINS APPROXIMATELY: 13", AN ARC DISTANCE OF 146.92 FEET TO THE TRUE POINT OF BEGINNING. DISCREPANCIES OR FIELD CHANGES PRIOR TO CONSTRUCTION. 35. APPROXIMATE DATE OF: BEGINNING OPERATION: _ _____________ COMPLETION: DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN ---- STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL GROSS TO P/L = 52,717 SQUARE FEET OR 1.210 ACRES NET TO R/W = 49,872 SQUARE FEET OR 1.145 ACRES APN: 377-080-084-7 SIGNATURE - SOILS ENGINEER DATE z tom - N mzmc mmm O ,'. N ' m M Z j -' K � m Ua (1295.72) OF . . U ITS OF _- (12869) FG EP (1284 : RADING -(1283.41) FG -T- (128431) FG (1284,9±) FG (128.,3i) FG 1/2" LIP �1c=I (1288.68E) FL Y ` 1287 4 F , - 1286.6 FG � / FG / 1287.9 FG '� � . L` 1/2" LIP � / ° D / 8 6a.70 FG ; FF=1288.90 e8.72 ) FL ... / I a . / / � � � Yh; 1289.34 FS Y � Y 200 Buffington Rd. 1 / f 2 �F 1289.48 Fs , 2a751 tc - 6° FS /2° uP �� 5 Atlanta Georgia, toA o ,,A� 128701 FL 2.47 GB 1 .95_Fi- 1 �S - ,C (1288.863) FIT �G 30349-2998 12861 FG g r / Vg1. 1287347C- \ / 1V�) 1287.04 FL GB 1288.Lo FS ,gyp" 1289.42 TC ---- - - - - - - - -.S�S (1288.92t) FL � Revisions: \ 8T 1289.17 TC oq`-�'t ,� _ \ - Mark Date B / g 5$ / j6F5 1289.03 TO 1288.67 FS �ti� 1, \\ GRAPHIC SCALE y (1282.31) FG I / @X - ♦ 128888.12 TO .53 FS R ( � / �i 1286.98 TC 3C ZC / 1 17.87762 FS R \ (1& / (1285.0t) FG' 1/a 1286.48 OR 1181- F5 / 274 '1j� 1288,74 TC m o io sa 4o eo 88 �° 128745 FSL�, / ® �\ 1288.24 FS (�• / l e . GRADING) ,.- . t; 9 RP9i T % / LIMITS OF h FEET ) `V 4 m � � � '�' IT ) _GRADING E inch = 20 ft. r� 12825 7 �, L123930jFL �� 9 Mark Date By 2a57+) F, �� s 9 28z09 F �� 11 �, (1ze8. 0) Tc i 1 (1287 3) FS I (1zi? / Q 1237 � 128&58 TC / I °' z= 43 TC 1286.36 FL I / 1287.59 FS 1?86.93 F I 1288.08 FS 3�� "LL' 8R S ST UCTURAL DETAILS m (12 / �o TW288.00 (1487.33) / a° cP I l Mark Date By Q• �� -M3o�S �' / h z yFG NOTE: PRIOR TO/1CRADIfvG, / A CONTRACTOR SHALL V RIFY / (1282.9t) FG ;THICKNESS Qf/BUIL LNG SLAB g 89.65 r3A 61 AND SAND ECTI KITH 1287,43 1286.20 FL 1288.41 TC �/ / ' 1 /y APPROV d FOUyV666AllON PLAN, 1286 )C J 1287.91 (1276,81E) INVA �� Sp SOILS ENGIN k AND APPROVED a� 93 FS �LL (1 87.3g o � ' 0' CF -p- '� VAP MIT,GA T[ON PLAN. EXISTING 36-INCH �.,, N coeal 1287.50 1286.6, FS p0.0FESSION4 / / RCP STORM DRAIN "' ) 189 _ / Vv TO BE RELOCATED 1286,08 FL 1277.27 INV I �/ 5 1288,23 TO - / r' 128I43 1286.03 F _ _ J .�-' 12$7.73 FS i (1�; 5 ' as as Na 81077 m w 128 Sc - (120 / / / ie 4 1287.50 FS 6 93 FS 7q i / OF CALIF �12$9.03) F9'-�/ �� ti +� 86.93 FS 1286.36 TO �(iX833) FS / a ��42)� �� 1285.86 FL 'O T�, (1286.85) TC / E (12882 ) TCo°0 5 ' 1288. iC / (1288.23) FL �) b p Prepared by: -' ) rr1286.361 cc ti w`= 1285.90 FL b (1285.8t) FG �,� / / STE�M WALL DE °pc' I STIVUC88.00 DETAILS (1283.2f) FG 6 / TW-YYYYYY268.00 2,1 �7y 1286,2g FS N� 6 /NV 9 _ EC 1277.87 INV 3 1287.50 FS ( 5_p075 - l / / t 1 1 FS -0 1286 41 T 12S (1282.5) FG 1128.50 TC 1287.33 FS 1 e 12874J -1282. y287.92 FS 7 / g n / 11287 p0 Tg 1286.93 TC ENV 8B 1285.91 FL 1 88 0..CF7 / mT l ill G81287 TC �'� a/ FS 1> __ 1285.0 R l 4g F� /o 3151 o ��y� m 1260.26i) INV / 1/2 LIP a s7 / 83.E v , 3� _ z eIYa7Gr/7 & TR(IXAW �.O:��G �° r28/ -I �' (128779t) Ft A A ASS�ATES TIC OSIFL GB 128Z.1_ TC " _ 88.2 ,T� �" w 128Q62 2 TC 1 10% 1286.61 12V 7 s 7288,73 / -12ba41 Fs �'� � Civil Engineers and / I 2FC HP 7876 TC _ _ --- 56_- - f 128826 FS 1 (12845}) FG / /1 __12821F� -- ci - .-n'_x 1287.42 TC 1287.93 TC E� 1, 9 / j 1287,07 FS 1286.92 FS 1287.43 FS //� 59 / 7 y� Land$U/YB}�0/S I I 265 S AN?A DNIVE, SUITE ill 1278.43 INV 0 1287,63 FS '��12a7.46 FS 1287.99 FS �°� - / 1/2' UP m ORANGE, CA 92868 (1287.64t) FL / 1 1 (714) 935-0265 f (714) 935-0106 (FAX) ( ) of ( ) -LIMITS OF �(128723) PG-U28Z3f�EG 1286.5} FG o <. 1286 9t FG (1286.1) FG /(1286.48) FS� GRADING °a EXISTING 36-INCH (1288_091) FS RCP STORM DRAIN / 1288 07 TO C) V A EXISTING STORM (1287 573LFS TO BE RELOCATED f9 l DRAIN EASEMENT (1286.46) FS �� pl TO BE I min n A / (1286.42) FS QUITCLAIMED: i A m n 1 1 �J � mz cc � _5o STORE t c co > A CENTRAL AVENUE I & DEXTER AVENUE LAKF OR IIAORE, CAL / I I SHEET TITLE CONCEPTUAL LEGEND SYMBOLS VENT THIS PLAN IS: GRADING AB = AGGREGATE BASE GM = GAS METER RWH = REDWOOD HEADER E.W. = EAST �210.210.00' M. = RECORD DATA .0. FIRE HYDRANT s SEWER MANHOLE PREL/M/NA R Y AC = ASPHALT CONCRETE GR = TOP OF GRATE BOBSCB = SIGNAL CONTROL BOX W. = WEST 210.00' M. = MEASURED DATA o-iT STREET LIGHT BFP = BACKFLOW PREVENTOR GV = GAS VALVE SKIN = SEWER MANHOLE N'LY = NORTHERLY 21000' PRO. = PRORATED DATA OD STORM DRAIN MANHOLE S'LY = SOUTHERLY 210,00' C. = CALCULATED DATA TRAFFIC SIGNAL VERSION: BILK = CONCRETE BLOCK HP HIGH POINT SPK = SPIKE Q TELEPHONE MANHOLE (NOT FOR CONSTRUCTION) HE = HEIGHT SW = SIDEWALK E'LY = EASTERLY (427.00) TO = EXISTING ELEVATION TRAFFIC SIGNAL ARM &POLE ISSUE DATE' BS = BACK OF SIDEWALK WLY = WESTERLY MH MANHOLE CB = CATCH BASIN ICV = IRRIGATION CONTROL VALVE TO = TOP OF CURB 42700 TO = DESIGN ELEVATION LIGHT STANDARD co NOTICE TO CONTRACTOR IP IRON PIPE TE = TRASH ENCLOSURE N/0 NORTH OF c SEWER CLEANOUT OF = CURB FACE L-U = LID UNKNOWN TP = TELEPHONE POLE S/O = SOUTH OF BAN- = CABLE N LINE UTILITY POLE CL CENTERLINE TRAIN = TRANSITION E/O = EAST OF = ELECTRICAL LINE MONUMENT WELL THE CONTRACTORNHORIZONTAL SHALL LOCATION TNT: TRUE Job N0. ; CFA06105 L$ = LIGHT STANDARD VERTICAL AN HORIZONTAL LOCATION AND SIZE OF ALL CLF = CHAIN LINK FENCE G = GAS LINE C GUY WIRE & ANCHOR ® HANDICAP PARKING STALL unPONSIE PIPES, AND/OR TO ANY AND RNAa RE 04261 L&T = LEAD & TAG TRANS= TRANSFORMER W/O = WEST OF RESPONSIBLE FOR DAMAGE TO ANY PUBLIC RE PRIVATE Store CO = CLEANOUT TRW = TOP OF RETAINING WALL R = PROPERTY LINE -GB-GB- = GRADE BREAK DNE WM © LANDSCAPED AREA UTILITIES, SHOWN OR NOT SHOWN HEREON. DS = ROOF DOWNSPOUT MH = MANHOLE -R-R- RIDGE LINE ❑ WATER METER Date ; 03-07-18 EG = EDGE OF GUTTER NO = NATURAL GROUND TW = TOP OF WALL = CENTERLINE © PROTECT IN PLACE EP = EDGE OF PAVEMENT N&T = NAIL & TAG UG = UNDERGROUND R/W = RIGHT OF WAY S = SEWER LINE ED GAS METER ® REMOVE AND DISPOSE CRESTS MPOR6NT NOTICE MME GI Drawn By OHW = OVERHEAD WIRE UP = UTILITY POLE = DELTA �D =STORM DRAIN LINE qy Section 421e of the Government code Checked By: SMH FD = FOUND = TELEPHONE LINE ® WANR VALVE 9� PARKING ROW COUNT requires r Dig iAIIssued Identification P8 = PULL BOX VAR = VARIABLE R = RADIUS Number be Issued before a FDC = FIRE DEPT. CONNECTION �♦- = WATER LINE GAS VALVE ® NoO PER LE EASEMENT ITEM "Permit to Excavate" wN be r o. PCC = CONCRETE W = WASHER L = LENGTH No. PER 11TLE REPORT For our DI Alert I.D. Number toll FF = FINISHED FLOOR PIV = POST INDICATOR VALVE WIF = WROUGHT IRON FENCE T = TANGENT 0 PULL BOX y g FG = FINISHED GRADE Underground Service Aled Sheet FH = FIRE HYDRANT PL = PROPERTY LINE WM = WATER METER M = MEASURED DATA CALL 811 ® GRATE INLET Two working days belore you dig. FL = FLOW LINE PR = PAPER RACK WV = WATER VALVE C = CALCULATED DATA PALM TREE, • TREE, SPECIES FS = FINISHED SURFACE PVMT = PAVEMENT N. = NORTH (RAD)= RADIAL BEARING 0 SIGN VARIES, L o f 4 GB = GRADE BREAK RD = ROOF DRAIN S. = SOUTH PRO = PROPOR➢ONATE MEASURNBIT !'/� � fiV) � OnIDD U S. m KZO Como 0 O Z m O m M m Z 0 D M C 0 N � Z K O N Z mo . m � M Z Ln MI FD. 1" I.P. W/CAP LIMITS OF "el ILLEGIBLE, NO REF., / GRADING r ` S79'13'10"E 0.58' /� _ r -- � 15 O - - - - - 42 N F o�00 ` \ 45 0 � O OD 0 i 15 - - --- .,, // // 15 6 FF=1288.90 F � � o L_ Ip / O 6 10 5200 Buffington Rd. © m // / 16 �\ Atlanta Georgia, / -- - ---- --- ---- 6 44 \ / 30349-2998 45 F GRAPHIC SCALE / < 42 Revisions: 20 0 10 20 40 80 6 13 2 41 2 6 \ j Mark Date By / 6 ©ft% 6 6 / / ( IN FEET ) 2 �� / 1 inch = 20 ft. 4 / /� 8 O 6 LIMITS OF L _ GRADING 6 6 2 LIMITS F / GRADING O 7 / 5 CONSTRUCTION NOTES Mark Date By 3 J ` 7 / 10 I / / 10 SAWCUT & REMOVE EXIST. AC PAVING, CONCRETE CURB, ETC. / O L / / / *** PAVE WITH 3-INCHES AC OVER 8-INCHES AB OVER COMPACTED SUBGRADE � � 2O (DRIVE LANES). '1 ST WAL��P�R `` / � �' � / / i 4, STCTURAL DETLA LS 10 3 I / / / , ***O PAVE WITH 3-INCHES AC OVER 5-INCHES AB OVER COMPACTED SUBGRADE (PARKING STALLS). TW�1288.00 Mark Date By 1 O _ �ICI / _ � / /i� *** 4 I / O PAVE WITH 6-INCHES PCC OVER 4-INCHES AB OVER COMPACTED SUBGRADE. 2 6 I / © / "�I L ` 4 NOTE: PRIOR TO��//GRADING, I /� !� / / D % �" �1 O REQUIREMENTS, ADACONSTRUCT TGUIDELINES,LCIT YSTANDARDS IN O AND ARCHITECTURAL RDANCE I DETAILS. TH CA TITLE 24 12 `11 CONTRACTOR SMALL V RIFY 14 3g„S_ _ 11 THICKNESS OF/BUIL9�G SLAB I / J�J �� 6O CONSTRUCT CONCRETE CURB. (6-INCH CURB HEIGHT UNLESS SHOWN OTHERWISE.) \ AND SAND �ECTI N WITH - I / // �f APPROV �FOU�� ATION PLAN, 3 F_ ` , / - _ / '>j 70 CONSTRUCT 6-INCH CURB & 24-INCH GUTTER. / 18 �� SOILS �GINEER, AND APPROVED _ � VAP R MIT ATION PLAN. 80 PLACE TRUNCATED DOMES PER ADA REQUIREMENTS. Seal /--. ` EXISTING 36-INCH 19 11 10 ' f =1 2 Q 7.5 O 1 I I / �� / / v \ U gO TRASH ENCLOSURE, CONCRETE APRON AND STORAGE ROOM QROfESS/pN9 RCP STORM DRAIN = 2 rY / TO BE RELOCATED 6 PER ARCHITECTURAL DETAILS (UNDER SEPARATE PLAN CHECK AND PERMIT). 8 / i / / / k �¢• n 10 CONSTRUCT CONCRETE SIDEWALK. �D 'a m 6 - - -I / �' / 11 PLACE --_-INCH SDR-35 STORM DRAIN PIPE WITH ALL NECESSARY z} 10 6 / / / O FITTINGS AND ADAPTERS. PIPE BEDDING AND BACKFILL TO LP CIvi� \P 17 / / °' / CONFORM WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER. 9l 0 I � � � I j / / f OF CA��F 0 �// 00, 12 PLACE 24 X 24" GRATED INLET. L 10 5 PLACE BOLLARD. CONSTRUCT CONCRETE 48-INCH GUTTER. Prepared by: I 6 � � 0 14 ST M WALL PER :� 14 / / / o ? 15 RETAINING WALL PER STRUCTURAL PLANS. ST UCTURAL DETAILS °+ a 6 2 41 / a = O / TW 288.00 5 / � 16 CONSTRUCT 4-INCH ROLLED CONCRETE CURB PER CITY OF LAKE ELSINORE O 6 6 /© / 42 j n y O STD. NO. 205 AND TRANSITION PER STD. NO. 206. / 10 11 L V / / / + y�9 � z 17 INSTALL UNDERGROUND INFILTRATION UNIT. O / / / ti /� / rn O 4 5 6 �05 11 6 �I /� 6 / , / / 18 CONNECT TO EXISTING 36-INCH RCP STORM DRAIN WITH CONCRETE COLLAR. 11 13 5 ri 12 / 7 / / / o PLACE 36-INCH RCP STORM DRAIN PIPE WITH ALL NECESSARY FITTINGS "PH C TRUXAW 36' SD- _ 18 / 44 /� \\ / / / ? 19 AND ADAPTERS. PIPE BEDDING AND BACKFILL TO CONFORM WITH THE A ASSOCIATES, W. _ RECOMMENDATIONS OF THE SOILS ENGINEER. 4 8 6 19 - 2 _SD_ - - - 6 6 / / / / �` Civil Engineers and 2- -_ - SD - - - - Land Surveyors LANDSCAPE 265 S. ANITA DRIVE, SUITE I I I I / O \ ***PAVEMENT DESIGN SECTIONS PER THE RECOMMENDATIONS OF THE SOILS ENGINEER. ORANGE, CA 92868 / _ �� 8 O 935-0265 10 / / / I 1 (71) O 935-0f06 (fAX) O 41 45 \ \ OFFSITE LIMITS OF 42 40 SAWCUT AND REMOVE CONCRETE SIDEWALK, CURB, PAVEMENT, ETC. GRADING ' \ EXISTING 36-INCH ^ \ O CONSTRUCT CONCRETE SIDEWALK RCP STORM DRAIN (� / \ \ 41 (MATCH EXISTING IN KIND) TO BE RELOCATED EXISTING STORM / \ \ CONSTRUCT CURB AND GUTTER PER CITY OF LAKE ELSINORE STDS. / DRAIN EASEMENT 42 TO BE o W \ \ (MATCH EXISTING IN KIND) / QUITCLAIMED ' m z 1 43 TRENCHING AND PAVING PER CITY OF LAKE ELSINORE REQUIREMENTS. -A 0 / Z 44 CONSTRUCT DRIVEWAY PER CITY OF LAKE ELSINORE STANDARD. STORE o / o -o m 45 PATCH FULL-DEPTH AC PAVEMENT (8-INCH MINIMUM THICKNESS) CENTRAL AVENUE I z N & DEXTER AVENUE �C�C CONTRACTOR TO APPLY FOR AND OBTAIN ENCROACHMENT PERMIT FOR IMPROVEMENTS LAKE ELSINORE, 00 WITHIN PUBLIC R/W CALIFORNIA SHEET TITLE CON STRU CT ON THIS PLAN IS: NOTES LEGEND SYMBOLS GM = GAS METER RWH = REDWOOD HEADER E. = EAST (210.00' R) = RECORD DATA 0, FIRE HYDRANT VENT PREL/M/NA R Y AB = AGGREGATE BASE W. = WEST 210.00 M. = MEASURED DATA �o STREET LIGHT BFP = BACKFLOW PREVENTOR GV = GAS VALVE SMH = SEWER MANHOLE O SEWER MANHOLE AC = ASPHALT CONCRETE GR = TOP OF GRATE SOB = SIGNAL CONTROL BOX N'LY = NORTHERLY 210.00' PRO. = PRORATED DATA o STORM DRAIN MANHOLE (NOT FOR CONSTRUCTION) BILK = CONCRETE BLOCK HP = HIGH POINT SPK = SPIKE SLY = SOUTHERLY 210.00' C. = CALCULATED DATA c< TRAFFIC SIGNAL VERSION: TELEPHONE MANHOLE BS = BACK OF SIDEWALK HT = HEIGHT SW = SIDEWALK E LY = EASTERLY (427.00) TC = EXISTING ELEVATION TRAFFIC SIGNAL ARM & POLE NOTICE TO CONTRACTOR ISSUE DATE: ICV = IRRIGATION CONTROL VALVE TO = TOP OF CURB WILY = WESTERLY 427.00 TC = DESIGN ELEVATION MH MANHOLE CB = CATCH BASIN TE = TRASH ENCLOSURE N/O = NORTH OF LIGHT STANDARD co SEWER CLEANOUT THE CONTRACTOR SHALL ASCERTAIN THE TRUE DISPOSITION NO TES OF = CURB FACE IP = IRON PIPE ATV = CABLE TV LINE o THE AND HORIZONTAL LOCATION AND SIZE OF ALL CL = CENTERLINE L-U = LID UNKNOWN TP = TELEPHONE POLE S/O = SOUTH OF ELECTRICAL LINE UTILITY POLE Ow MONUMENT WELL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE Job No. : CFA06105 TRAN = TRANSITION E/O = EAST OF = RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE CLF = CHAIN LINK FENCE LS = LIGHT STANDARD G = GAS LINE C GUY WIRE & ANCHOR HANDICAP PARKING STALL UTILITIES, SHOWN OR NOT SHOWN HEREON. 04261 L&T = LEAD & TAG TRANS= TRANSFORMER W/0 = WEST OF Store . � CO = CLEANOUT TRW - TOP OF RETAINING WALL = PROPERTY LINE GB GB- = GRADE BREAK LINE WM WATER METER © LANDSCAPED AREA IMPORTANT NOTICE © - PROTECT IN PLACE . 03-07-18 DS = ROOF DOWNSPOUT MH = MANHOLE - R R— = RIDGE LINE1:1 EG = EDGE OF GUTTER NG = NATURAL GROUND TW = TOP OF WALL = CENTERLINE © PROTECT IN PLACE — ate GM Section es a of the Government Code ® — REMOVE AND DISPOSE OF OFFSITE N&T = NAIL & TAG UG = UNDERGROUND R/W = RIGHT OF WAY S = SEWER LINE � GAS METER ® REMOVE AND DISPOSE OFFSITE requires a Dig Alert Identification Drawn By EP = EDGE OF PAVEMENT S = STORM DRAIN LINE Number be issued before a FD = FOUND OHW = OVERHEAD WIRE UP = UTILITY POLE 0 = DELTA W WATER VALVE g0 PARKING ROW COUNT "Permit to Excavate" will be valid.PB = PULL BOX VAR = VARIABLE R = RADIUS T = TELEPHONE LINE For your Dig Alert I.D. Number call Checked By O = ADJUST l0 GRADE SMH 3� PCC CONCRETE FDC = FIRE DEPT. CONNECTION W = WASHER L = LENGTH W = WATER LINE 0 GAS VALVE PLOTABLE EASEMENT ITEM Underground Service Alert =FF = FINISHED FLOOR PB No. PER TITLE REPORT CALL 811 PIV = POST INDICATOR VALVE WIF WROUGHT IRON FENCE T = TANGENT El BOX Two working days before you dig. - Sheet FG = FINISHED GRADE FH = FIRE HYDRANT PL = PROPERTY LINE WM = WATER METER M = MEASURED DATA El GRATE INLET ® - RELOCATE = FLOW IN PR = PAPER RACK WV _ WATER VALVE C = CALCULATED DATA PALM TREE, TREE, SPECIES FL LO LINE PVMT = PAVEMENT N. - NORTH (RAD)= RADIAL BEARING SIGN VARIES,FS = FINISHED SURFACE of 4 GB = GRADE BREAK 3 RD ROOF DRAIN S. SOUTH PRO = PROPORTIONATE MEASUREMENT �K�b OoMo _- KMKz Al,F,JXI,, IXIJT � r Ll -rr--D 0m1 >> M0m` Ca rn A to UsZ ' z O / ty' vi i O N CC (1289 96) 1W 5200 Buffington Rd. F Atlanta Georgia, ( 7e 30349-2998 l I . �.Ou• Revisions: Mark Date By � � L-- ------ - - - - - - - - - - - - — - - - - — � � �� GRAPHIC SCALE a 10 20 40 90 / 87 PRD OS D _ `�� / ( IN FEET ) /c I inch = 20 ft. 88 GAs UNE o / Mark Date By 7 �s / 0 E 7282.J9 INV 64 G MMM 62 / /o CONSTRUCTION NOTES — SEWER J /I 83 86 81 G /64 64 IN V / fi0 POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, MATERIAL, SIZE, 128163 FW / Tom. 7 / / AND CONDITION OF EXISTING 8" SEWER MAIN CONTRACTOR TO SCOPE 64 1z V_q PROPOSED I. 84 S 62 ,,. Bt55 INV- 78 G GAS UNE F / ^� \ / EXISTING SEWER LINE WITH CAMERA AND REPORT FINDINGS TO TRUXAW Mark Date By I y—G C04J 62 6� 74 /\y`/ & ASSOCIATES PRIOR TO CONSTRUCTION. - �_ 12821 0 -` (1289.63) RIM i 12B3, 0 INV 64 128236W� �`�' CW 86 89 / EXISTING FIRE (128053) INV fit CONNECT TO EXISTING SEWER LATERAL PER CPC REQUIREMENTS. YOYE UGHT \ 88 82 5 HYDRANT o 74 83 `°/ / PLACE 4-INCH SDR-35 PVC SEWER PIPE PER CPC REQUIREMENTS. 80 / 1 63 PLACE 6-INCH SDR-35 PVC SEWER PIPE PER CPC REQUIREMENTS. 00 0� 64 INSTALL CLEANOUT PER CITY OF SANTA CLARA STANDARD. Seal // RFELECTRIC 76 72 SIZE TO MATCH DOWNSTREAM PIPE SIZE. � � � � / � �, aOFESSfp < f 63 F- - J / / / 77 74 gp81 `y� 65 GREASE INTERCEPTOR PER PLUMBING PLANS. // FF� 1287.50 �., INSTALL DRAIN IN TRASH ENCLOSURE. ti a`� ITT Na 81077 WATER (DOMESTIC & IRRIGATION) m qVR / POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, MATERIAL, SIZE, . l AND CONDITION OF EXISTING 12" WATER MAIN. CONTRACTOR TO SCOPE /e EXISTING SEWER LINE WITH CAMERA AND REPORT FINDINGS TO TRUXAW Prepared b : PROPOSED /� ,/. � 7 ,�� , / / ASSOCIATES PRIOR TO CONSTRUCTION. Pa Y ELECTRIC UNE � / / " I- , l/ / / � � f 71 CONNECT TO EXISTING WATER MAIN. INSTALL 1.5-INCH WATER METER AND CONNECT TO EXISTING WATER LINE. (DOMESTIC) INSTALL 2-INCH REDUCED PRESSURE BACKFLOW PREVENTOR. (DOMESTIC) J ® /�% 74 PLACE 2-INCH SCH. 80 PVC WATER LINE. (DOMESTIC) C TRUXAW / -/ :tea !/gym 75 PLACE 1-INCH SCH. 80 PVC WATER LINE. (IRRIGATION) & A 'S� " -. o N/m'= 76 INSTALL 1-INCH REDUCED PRESSURE BACKFLOW PREVENTOR. (IRRIGATION) Civil Engineers and 1280.26 INV-SD I o oLand 1277.20 TOP-SEWER RE (IRRIGATION) 265 S AN?AeDAN, SUnf III 77 INSTALL i-INCH WATER METER. IRRIGATION D9Anrof, CA 92868 INSTALL 3/4-INCH SCH. 80 WATER LINE. (TRASH ENCLOSURE) (714) 935-0266 \ —_—_— — - -- - - - 276261Nv s,pp3s sa (7M) 9T6-0106 (FAXJ II WATER (FIRE SERVICE) •r I, / S 63 / m 80 POTHOLE AND VERIFY THE EXISTENCE, LOCATION, SIZE, DEPTH, MATERIAL � Cr 60 61 UST BE AT AND CONDITION ST 6 IINCHESE TO BEG ADEQUATE FORE AU E REPORTRALLAL M LEA FINDINGS TO q� 1274,26INV TRUXAW & ASSOCIATES PRIOR TO CONSTRUCTION. 00 o� \ (1273,26) INV \ 81 CONNECT TO EXISTING WATER MAIN PER CITY STANDARDS. \ \ 82 INSTALL EDO PER CITY STANDARDS. STORE CONSTRUCT CONCRETE THRUST BLOCK. 05jW \ \ / J y O o ) t as CONNECT TO FIRE RISER. CENTRAL AVENUE (128754) RIM " o DEXTER AVENUE SINGLE STORY j L (127 .64) INV w a 85 INSTALL DOUBLE DETECTOR CHECK PER CITY STANDARDS. STUCCO/WOOD VENEER BLDG< � g N I 0 -o -a ** 86. PLACE 6-INCH C-900 CL-200 PVC WATER LINE. (USE 1-PIECE STAINLESS STEEL RISER GOLDEN CORRAL �/� 1� . I z. ca m A WITHIN 5 FEET OF BUILDING FOOTPRINT). LAKE ELSINORE, RESTAURANT ` � 1 I CALIFORNIA INSTALL 6-INCH 90° DUCTILE IRON ELBOW. u 88 INSTALL 6-INCH X 4-INCH DUCTILE IRON TEE. �� . I C) I Q"1) ** 89 PLACE 4-INCH C-900 CL-200 PVC WATER LINE. (USE 1-PIECE STAINLESS STEEL RISER SHEET TITLE `l1 ` - I WITHIN 5 FEET OF BUILDING FOOTPRINT). ICONCEPTI CONCEPTUAL INSTALL FIRE HYDRANT. �� TY LL l�1 UTILI �0 I L PLAN THIS PLAN IS: ** FIRE PROTECTION PIPE LINE AND SPRINKLERS IN THE BUILDING TO BE DESIGNED AND PERMITTED (-� I� BY SEPARATE PLANS. PRIOR TO CONSTRUCTION OF FIRE WATER SYSTEM SHOWN ON THIS PLAN, VERSION: L � �` PRELIMINARY CONTRACTOR SHALL VERIFY VIA HYDRAULIC CALCULATIONS ACCEPTABLE TO THE FIRE DEPARTMENT ISSUE DATE: L 1 THAT SIZE OF FIRE SERVICE & DETECTOR CHECK ARE OF SUFFICIENT SIZE TO SERVE BUILDING. N, (7l �.1 ✓� I (NOT FOR CONSTRUCTION) (SIZE SHOWN FOR PLAN CHECK & BID PURPOSES ONLY). Job No. : CFA06105 NOTICE TO CONTRACTOR DRY UTILITIES p # 4261 St THE CONTRACTOR SHALL ASCERTAIN THE TRUE are : 0# 4261 VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL PROPOSED ELECTRIC, TELEPHONE, GABLE TV, AND GAS LINES a�7-18 UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE ARE SHOWN HEREON FOR COORDINATION PURPOSES. Date RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. CONTRACTOR TO VERIFY POINTS OF CONNECTION AND Drawn B ; MME GI CONSTRUCT PROPOSED SERVICE LINES IN ACCORDANCE WITH y oPoRQNT VOICE SERVICE PLANNING DOCUMENTS PREPARED BY EACH RESPECTIVE Checked By: SMIJ Section 4216 of the Government Cade UTILITY COMPANY. requires a Dig Aled Identification Number be Issued before a Sheet "Permit to Excavate" wRl be valid. GENERAL NOTES For your Dig Merl I.D. Number call Underground Service Aled DEVELOPER TO MAINTAIN UTILITIES SERVICE AND ACCESS TO CALL 811 4 of 4 Two working days before you dig. SURROUNDING PROPERTIES CONSTRUCTION, of 15 f C�Aoy AVENUE 74 9 0 N 74 \J P ® X, OFF TITLE REPORT EASEMENT NOTES RECORD DATA co�iF� P� A� 5200 Buffington Rd. THIS SURVEY AND EASEMENTS SHOWN HEREON ARE BASED ON INFORMATION REFER TO TITLE REPORT FOR ADDITIONAL INFORMATION AND DETAILS: (R1) = RECORD DATA PER LOT LINE ADJUSTMENT NO. 2007-12, RECORDED If GF� SITE Atlanta Georgia, CONTAINED IN THE PRELIMINARY TITLE REPORT PREPARED BY: MARCH 18, 2008 AS INSTRUMENT NO. 2008-0131995, OFFICIAL RECORDS tiG F 30349-2998 FIRST AMERICAN TITLE INSURANCE COMPANY 1-2 ITEMS THAT DEAL WITH TAXES. (R2) = PARCEL MAP 8914, BOOK 34, PAGE 84. rJ r 9 4380 LA JOLLA VILLAGE DRIVE, SUITE 110 r J IIJ�IJr'JtiG� Revisions: SAN DIEGO, CA 92122 30 ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM FREEWAY HAVE BEEN (R3) = CALTRANS R/W MAP 916532, RECORDS OF CALTRANS DISTRICT NO. 8 I AKIF (858) 410-2151 RELINQUISHED N0. THE DOCUMENT OF RECOIAL RDED OCTOBER 10, 1978 AS (DE) = MISCELLANEOUS RECORD DEED LEGAL DESCRIPTION. COMMITMENT DATE: NOVEMBER 2 201 o y Mark Date B COMMITMENT NUMBER: NCS-882 7, 2017 NOTE: SAID DOCUMENT ACCOUNTS FOR A PORTION OF RELINQUISHED ACCESS RIGHTS �h �� Q , TITLE OFFICER: TRIXY BROWN / JANICE TREANOR AS SHOWN ON THE SURVEY. RELINQUISHED ACCESS RIGHTS ALONG THE g� WESTERLY PARCEL 1 (R1) LINE ARE SHOWN PER CALTRANS MAP (R3). o ® AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED VICINITY MAP APRIL 16, 2008 AS INSTRUMENT NO. 2008-0189715 OF OFFICIAL RECORDS. SITE AREA LEGAL DESCRIPTION IN FAVOR OF: SOUTHERN CALIFORNIA EDISON COMPANY, A NOT TO SCALE Mark Date By CORPORATION, ITS SUCCESSORS AND ASSIGNS SUBJECT SITE CONTAINS AFFECTS: AS DESCRIBED THEREIN APPROXIMATELY- REAL REAL PROPERTY IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF GROSS TO PA = 52,717 SQUARE .FEET OR 1.210 ACRES CALIFORNIA, DESCRIBED AS FOLLOWS: NOTE: THE LAST COURSE OF STRIP NO. 4 IN SAID DOCUMENT APPEARS TO BE IN NET TO R/W = 49,872 SQUARE FEET OR 1.145 ACRES ERROR. THE COURSE OF NORTH 43'4352" EAST IS PLOTTED HEREON INSTEAD PARCEL 1 AS SHOWN ON NOTICE OF LOT LINE ADJUSTMENT NO. 2007-12, AS OF NORTH 43'43'52" WEST AS STATED IN THE DOCUMENT, IN ORDER TO ALIGN EVIDENCED BY DOCUMENT RECORDED ON MARCH 18, 2008 AS INSTRUMENT NO. 2008- WITH THE GIVEN DISTANCE AND CONNECTED TO STRIP NO. 5. PER THE DOCUMENT. 000131995, OF OFFICIAL RECORDS, BEING MORE DESCRIBED AS FOLLOWS: ALSO AN EXISTING ELECTRICAL VAULT IS LOCATED OUTSIDE OF STRIP NO. 5 Mk Date B ALONG ae G DEXTER PLACE. y THAT PORTION OF PARCEL 3 & 4 ON RECORD OF SURVEY ON FILE IN BOOK 42, Q PAGE 61 OF RECORDS OF SURVEY, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 50 THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT PARKING COUNT ENTITLED "FREEWAY SIGN EASEMENT AGREEMENT" RECORDED APRIL 18, 2008 TOGETHER WITH THAT PORTION OF DEXTER AVENUE ABUTTING SAID LAND AND LYING AS INSTRUMENT NO. 2008-0195591 OF OFFICIAL RECORDS. 88 STRIPED PARKING STALLS LIE WITHIN THE SUBJECT SITE PROPERTY LINES BETWEEN THE NORTHERLY PROLONGATION OF THE NORTHWESTERLY AND THE (INCLUDES 4 HANDICAP STALLS) SOUTHEASTERLY BOUNDARIES OF SAID LAND AS CONTAINED IN RESOLUTION RECORDED NOTE: THE EXACT LOCATION OF THE FREEWAY SIGN EASEMENT CANNOT BE DETERMINED MAY 11, 1990 AS INSTRUMENT NO. 174610 OF OFFICIAL RECORDS. FROM THE RECORD DOCUMENT. THE SHOPPING CENTER FREEWAY PYLON SIGN IS LOCATED AT WESTERLY CORNER AS SHOWN ON THE SURVEY. SURVEYOR'S NOTES EXCEPT THEREFROM THAT PORTION AS CONVEYED TO THE STATE OF CALIFORNIA BY 6 Seal 0 AN EASEMENT FOR PUBLIC STREET AND INCIDENTAL PURPOSES, RECORDED DEED RECORDED OCTOBER 10, 1978 AS INSTRUMENT NO. 213000, OFFICIAL RECORDS. 1. IT IS NOT WITHIN THE PURVIEW OF THIS SURVEYOR TO MAKE DETERMINATIONS OCTOBER 09, 2008 AS INSTRUMENT NO. 2008-0546334 OF OFFICIAL OF OWNERSHIP. AS TO "ENCROACHMENTS" SPECIFICALLY, NO INFERENCE TO BEGINNING AT THE CENTERLINE INTERSECTION OF DEXTER AVENUE AND THIRD RECORDS. FLOOD ZONE SUCH DETERMINATION IS INTENDED OR IMPLIED. AVENUE (OLD ALIGNMENT) AS SHOWN ON A CALTRANS RIGHT OF WAY MAP NO. IN FAVOR OF: CITY OF LAKE ELSINORE, A MUNICIPAL CORPORATION, 916532, RECORDS OF CALTRANS, DISTRICT NO. 8, SHOWING THIS AREA WITHIN THE ITS SUCCESSORS AND ASSIGNS COMMUNITY NUMBER: 060636 2029G EFFECTIVE DATE: AUGUST 28, 2008 2. LOCATIONS OF UNDERGROUND UTILITIES / STRUCTURES MAY VARY FROM CITY OF ELSINORE AREA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. THENCE AFFECTS: AS DESCRIBED THEREIN ZONE X (UNSHADED); PROPERTY NOT IN A SPECIAL FLOOD HAZARD AREA, LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES / STRUCTURES NORTH 46' 13' 18" WEST ALONG THE CENTERLINE OF DEXTER AVENUE A DISTANCE AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. MAY EXIST. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS 07 AN OFFER OF DEDICATION FOR RIGHT OF WAY AND INCIDENTAL PURPOSES, SURVEY TO LOCATE BURIED UTILITIES STRUCTURES. THE LOCATIONS OF OF CORNER O FEET THENCE SOUTH NC N 11" WEST 3018" FEET TO THE NORTHEAST RECORDED OCTOBER 09, 2008 AS INSTRUMENT NO. 2008-0546335 OF INFORMATION OBTAINED FROM CERTIFIED FLOOD SYSTEMS, INC. ON 12/8/17 UNDERGROUND FEATURES SHOWN HEREON ARE PLOTTED FROM AVAILABLE RECORD CORNER OF SAID PARCEL 3; THENCE NORTH 46' 13' 18" WEST 103.73 FEET ALONG SOUTHERLY RIGHT OF WAY OF DEXTER AVENUE 30 FEET WIDE AS IT NOW EXIST TO OFFICIAL RECORDS.T0: CITY OF LAKE ELSINORE, A MUNICIPAL CORPORATION, INFORMATION AND VISIBLE SURFACE INDICATIONS. BEFORE ANY EXCAVATIONS A NON-TANGENT CURVE CONCAVE NORTHEASTERLY WITH A RADIUS OF 330.00 FEET, ARE PERFORMED, UTILITY PURVEYORS SHOULD BE CONTACTED FOR A RADIAL LINE THROUGH SAID POINT BEAR NORTH 43' 46' 42" EAST, THENCE ITS SUCCESSORS AND ASSIGNS VERIFICATION OF UTILITY TYPE AND FIELD LOCATIONS. Prepared by: NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12' 43' 37% 8 A DEED OF TRUST TO SECURE AN ORIGINAL INDEBTEDNESS OF $1,280,000.00 3. VEHICULAR ACCESS TO THE "SUBJECT SITE" IS CURRENTLY FROM A DRIVE AN ARC DISTANCE OF 73.08 FEET TO THE TRUE POINT OF BEGINNING THENCE SOUTH RECORDED JUNE 26, 2014 AS INSTRUMENT NO. 2014-234566 OF OFFICIAL ENTRANCE ALONG DEXTER AVENUE. 57' 36' 58" WEST 34.72 FEET; THENCE SOUTH 43' 45' 11" WEST 142.98 FEET; RECORDS. BENCHMARK THENCE SOUTH 58' 46' 55" WEST 49.49 FEET TO THE SOUTH WESTERLY LINE OF DATED: JUNE 12, 2014 4. ALL MATTERS SHOWN ON RECORDED PLATS LISTED IN RECORD DATA HEREON SAID PARCEL 3 THENCE NORTH 31' 49' 10" WEST 223.51 FEET, THENCE NORTH 43' TRUSTOR: FU-TSAN CHEN AND REYNA CHEN, HUSBAND AND WIFE, AS CITY OF LAKE ELSINORE BENCHMARK NO. B-95-55 THAT ARE PERTINENT TO THE SURVEY OF THE SUBJECT SITE ARE SHOWN ON 45' 11" EAST 150.84 FEET; THENCE NORTH 43' 43' 52" EAST 27.42 FEET TO A JOINT TENANTS ELEVATION = 1270.68 FEET (DEC. 1995) THIS ALTA SURVEY HEREON. POINT ON THE SOUTHERLY RIGHT OF WAY OF DEXTER PLACE 30.00 FEET WIDE AS IT TRUSTEE: EAST WEST INVESTMENT INC., A CALIFORNIA NOW EXIST SAID POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, WITH CORPORATION CHISELED SQUARE ON TOP OF HEADWALL. FROM THE APPROXIMATE 5. AT THE TIME OF SURVEY NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING J=W I TRUXAW A RADIUS OF 190.00 FEET, A RADIAL LINE THROUGH SAID POINT BEAR NORTH 19' BENEFICIARY: EAST WEST BANK INTERSECTION OF COLLIER AVENUE AND THIRD STREET 45 FEET CONSTRUCTION OR ADDITIONS WERE OBSERVED ON THE SUBJECT SITE. & ASSM7ES, W. 03' 05" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL NORTHWESTERLY ALONG COLLIER AND 45 FEET SOUTHWESTERLY TO 6. NO RECENT CHANGES IN STREET RIGHTS-OF-WAY OR STREET CONSTRUCTION OR ANGLE OF 27' 04' 33", AN ARC DISTANCE OF 89.79 FEET, THENCE NORTH 81' 58' A DOCUMENT ENTITLED "ASSIGNMENT OF RENTS" RECORDED JUNE 26, 2014 AS THE SOUTHERLY END OF HEAD WALL AT CHANNEL Civil Engineers and 32" EAST 5.93 FEET; THENCE NORTH 53' 01' 28" WEST 21.21 FEET TO THE INSTRUMENT NO. 2 01 4-23 45 6 7 OF OFFICIAL RECORDS, AS ADDITIONAL REPAIRS WERE OBSERVED AT THE TIME OF SURVEY. Y LOIN Surveyors WESTERLY RIGHT OF WAY OF DEXTER AVE THENCE SOUTH 08' 01' 28" EAST 14.60 SECURITY FOR THE PAYMENT OF THE INDEBTEDNESS SECURED BY THE DEED OF ON-SITE PARKING AND DRIVE LANE LIE WITHIN THE DEXTER AVENUE RIGHT-OF-WAY FEET TO A NON TANGENT CURVE, CONCAVE SOUTHEASTERLY, WITH A RADIUS OF TRUST. SHOWN AT 50 FEET OFFSET FROM THE CENTERLINE. 265 S ANITA DRIVE, SUITE 111 2868 330.00 FEET, A RADIAL LINE THROUGH SAID POINT BEAR NORTH 81' 58' 32" EAST ORANGE, CA 9 NOTE: SAID DOCUMENTS ARE NON-SURVEY ITEMS AND NOT PLOTTED HEREON. 7. NO VISIBLE EVIDENCE WAS OBSERVED THAT THE SITE IS BEING USED AS A SOLID (714) 935-0265 THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 25' 30' WASTE DUMP, SUMP OR SANITARY LANDFILL AT THE TIME OF SURVEY. (714) 935-0106 (FAX) 13", AN ARC DISTANCE OF 146.92 FEET TO THE TRUE POINT OF BEGINNING. 9 ANY CLAIM THAT THE TITLE IS SUBJECT TO A TRUST OR LIEN CREATED BASIS OF BEARINGS UNDER THE PERISHABLE AGRICULTURAL COMMODITIES ACT, 1930 (7 U.S.C. APN: 377-080-084-7 0499A, ET SEQ.) OR THE PACKERS AND STOCKYARDS ACT (7 U.S.C. §§181 ET SEQ.) OR UNDER SIMILAR STATE LAWS. THE BEARING NORTH 08' 01' 28" WEST FOR THE CENTERLINE OF DEXTER AVENUE AS SHOWN ON LOT LINE ADJUSTMENT NO. 2007-12 RECORDED MARCH 18, 2008 AS INSTRUMENT NO. 2008-0131995 OF MAPS, RECORDS 10 AN ALTA/NSPS SURVEY OF RECENT DATE WHICH COMPLIES WITH THE CURRENT OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, WAS USED AS THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE BASIS OF BEARINGS FOR THIS SURVEY. SURVEY CERTIFICATION SURVEYS. TO: CHICK-FIL-A, INC. AND FIRST AMERICAN TITLE INSURANCE COMPANY, 11 ANY FACTS, RIGHTS, INTERESTS OR CLAIMS WHICH WOULD BE DISCLOSED BY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS STORE A CORRECT ALTA/NSPS SURVEY BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL 12 RIGHTS OF PARTIES IN POSSESSION. REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND CENTRAL AVENUE ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 5, 6(a), 7(a)(b1), & DEXTER AVENUE SITE PLANNING DATA 8, 9, 11, 13, 16 & 17 OF "TABLE A" THEREOF. THE FIELD WORK WAS COMPLETED ON DECEMBER 12, 2017. SITE INVESTIGATION REPORT WAS NOT AVAILABLE AT THE TIME OF THIS SURVEY, LAKE ELSINORE, ITEM(S) BELOW IS NOT LISTED IN THE SUBJECT TITLE REPORT LISTED HEREON: INFORMATION BELOW IS PRELIMINARY PER 4G DEVELOPMENT RESEARCH. THIS CERTIFICATION IS SUBMITTED PURSUANT TO SECTION 8770.6 OF THE PROFESSIONAL LAND SURVEYORS ACT, BUSINESS AND PROFESSIONS CODE, CALIFORNIA ALI ORNIA. QA = PROPOSED 15 FOOT PUBLIC STORM DRAIN EASEMENT, SHOWN PER CITY OF ZONING: C-2 (GENERAL COMMERCIAL), REQUIRES C.U.P. STATE OF C ' \,A LAKE ELSINORE GRADING PLAN FOR LONESTAR STEAK HOUSE DATED NOV. 2007. SAND SETBACKS: (LANDSCAPE AND BUILDING) t ;°�,�� Fo`; SHEET TITLE STEPHEN M. HAGER '10 0. NORTH = 0 FT.; SOUTH = 0 FT.; = NO. 6161 *_ ALTA/NSPS LAND STEPH HAG DATE ?t _ o EAST = AVERAGE 20 FT. (MINIMUM 15 FT.) REGIS ED LAND19URVEYOR N0. 6161 EXP. 3 31-16 TITLE SURVEY WEST = AVERAGE 20 FT. (MINIMUM 15 FT.) MAXIMUM BUILDING HEIGHT: 45 FT. VERSION: w ISSUE DATE: F b Job No. : CFA06105 6 UTILITY PROVIDERS Store 04261 SEWER.................ELSINORE VALLEY MUNICIPAL WATER DISTRICT, 31315 CHANEY STREET, LAKE ELSINORE 92530, CHRISTINA BACHINSKI (951) 674-3146 x8427 Ol-04_18 WATER.................ELSINORE VALLEY MUNICIPAL WATER DISTRICT, 31315 CHANEY STREET, LAKE ELSINORE 92530, CHRISTINA BACHINSKI (951) 674-3146 x8427 Date + GAORM.DRAIN....SO. CALIF. GASLCO , 9813WSLUGONIA AVENUE,REDLANDS 92374,0 ROBERTHFIGU ROA((909) 335317755308 Drawn By : SDS ELECTRIC............SO. CALIF. EDISON, 24487 PRIELIPP DRIVE, WILDOMAR 92595, SCE PLANNING SUPERVISOR (951) 249-8301 Checked B SMH Q CABLE.................CHARTER COMMUNICATIONS, 560 S. PROMENADE AVE. #102, CORONA 92879, KEITH KLUMP (951) 547-3831 y : o + PHONE................ Sheet ROADWAY............CITY OF LAKE ELSINORE, 130 S. MAIN STREET, LAKE ELSINORE 92530, RITA THOMPSON (951) 674-3124 x308 0 ROADWAY............COUNTY OF RIVERSIDE TRANSPORTATION DEPT., 4080 LEMON ST. 3RD FLOOR, RIVERSIDE 92501, (951) 955-6880 U i + AGENCY RECORD INFORMATION NOT AVAILABLE AT THE TIME OF THIS SURVEY. of 3 z; FD. 1" I.P. & TAG FD. MA NAIL & WASHER "LS 7564" IS 3698" ACCEPTED JAS PARCEL 3 CORNER R=300.00' NO REF., 0.79' E/0 CIL PER (R2). FD. 3" BRASS DISK IN WELL 9`r�s0 NO REF., ACCEPTED AS CIL B.C. PER (R3). 8 p,F'Z8 l l o J J LISED ® 0'EO/SBFROM o 0 0 0 0 0 0 IFOUND MONUMENTS \ \1\\ \ ALONG R/W p LINE DATA: 1 ^ I 5200 Buffington Rd. o> L1 = N08°01�28��W 18.57' Atlanta Georgia, (NO8°0128 W 18.60 DE) ,\ M 30349-2998 ,tij`L tij `96• ��P FD. MON. SHAFT, NO REF. DN. 0.3, L2 = N08°01'28"W 29.57' \ACCEPTED AS CIL E.C. PER (R3). Revisions: (NO8°01'28"W 29.60' DE) 30.00 � N53°01'28"W (R1) L3 = N81058'32'�E 5.01 ' \ \ o Mark Date By 21 19' (21 21' R1) ppp (N81 58 32E 5.00 DE) \ \ W Q �j 'h L4 = N81 58 32'E 0.92' \ Z A L5 = N57 36 58 E 14.71 C4 N81°58'32"E N08°01'2 "W (RI) �� L6 = N57°36'58"E 16.00' (DE) FACCEPT D AS 2- I.P. coo O 5.93 (R1) 4' TAG IS 1447" PER R2 . W 315.5 , 14.57 (14.60 R1) \ ( ) R=160.00' 15.55 0E) 7 cm � Mark Date By D Q E LY LINE OF PARCEL\ / I PER LOT LINE ADJUSTMENT L=38011 '50" \ / \ NO. 2007-12 (R1). R=300.00' o Z � 0=27°04'51 " 4 I , � I �`\ \ \ oo � '� L=200.00' (R 1 & R3) R=190.00' � I / ` ^, o P.O.B. PER PTR Mark Date B L=89.80 r� �r� y 0=25°29'51" 4 0 J\\1 r f � rs J V r1 �JD 0 27 04 33 , 4" �, _ DEXTER A VENUER=334.00 oOR=190.00 , � - _ N46°13'18"W 350. 18' (350. 17' R1 & R3) L=148.63 0L=89.79 R 1 I I oo� _ ° , � � � � �" T.P.0.6. PER PTR _��- - - - - - - - o-25 29 43 246.44' (R 1) R=334.00' 0=25°306 \ 00 0=38°11 '50" r'J r J�� r�\ \\ �� > �-� N.E.'LY LINE OF PARCEL 1 L=148.62' DE oo O , J r� ^� NOTHING FOUND. ESTABLISHED BY INTERSECTION. PER LOT LINE ADJUSTMENT R�30.00 \ R=330.00 ( ) L=146� \ _ L=220.00' (R1) i o Seal N0. 2007-12 R1 . �N� 4 o=25030'13" \ \ R�W \ I `\��"�AND��SU� ?' C4 \ \ N46 13 18 W (R1) 103.75 (103.73 R1) v o; \ L 6 ^ - S1EP NO. 6161 AGER (L=146.92 - Q EXP. 3-31-18 D=25°2636" \ 0=12°41 '10" 0=12°43'37" \ I R=350.00' \ 1 L5 R_330.00 R_330.00' N'LY LINE OF PARCEL 17 L=155.42 (DE) I = d L-73.07 L-73.08 R1 PER PARCEL MAP 9211, A I "� Prepared by. tl BOOK 39, PAGE 5' D I I I I I I � ��a�s,XW. 4 I Civil Engineers and Land Surveyors \ \ w y \ ors I �� I I / �) s 265 S. AN/TA DRIVE, SUITE III \ o \�, r1 \ \ I �, \�, r� \\ \ \ ORANGE, CA 92868 A I I (714) 935-0265 L I rn (714) 935-0106 (FAX) N W I 0o I W LY LINE PER PARCEL MAP 9211, BOOK 39, PAGE 5 EXACT LOCATION OF 5 FREEWAY SIGN EASEMENT NOT DETERMINED FROM I I I _ _ _ _ o STORE THE RECORD DOCUMENT. 4 _ P,jV r�7 7- J JO' N CENTRAL AVENUE �� 8c DEXTER AVENUE - Jr- S'LY LINE OF PARCEL 1 GRAPHIC SCALE LAKE ELSINORE -Y PER LOT LINE ADJUSTMENT N.W.'LY LINE OF PARCEL 1 �� \� NO. 2007-12 (R1). to zo o io 20 40 80 CALIFORNIA PER LOT LINE ADJUSTMENT \ I Z NO. 2007-12 (R1). A IN FEET ) \ 1� inch = 20 ft. SHEET TITLE W'LY LINE OF PARCEL 1 �FD. 1" I.P. W/CAP PER LOT LINE ADJUSTMENT/ \\ \ / \ J\J J\J 7J J 3 J J J 3 J ALTA NSPS LAND ILLEGIBLE, NO REF., y NO. 2007-12 (R1). � _ 1 / � / TITLE SURVEY S79'1310 E 0.58 y / 4 \ o J/y \J�ri Dj\J f�J\1 o IN / y / VERSION: - ISSUE DATE: RELINQUISHED ABUTTER'S RIGHTS FOR \ \ h h ACCESS PER CALTRANS MAP (R3). ` \ _ 4,r49>, (¢�� y Job No. : CFA06105 494 R,3J Store 0# 4261 ;Date 3 18 Rsr � , - qTE Drawn By : SIDS R�U C Checked By : SMH 4(o � �46��R1J o=00°16'S0" Sheet R=2500.00' L=12.24' (R1) � of n. 3 FD. 2» l.P., 2 BEN; NO REF., N64'01'53"E 0.97' REFER TO SHEET 2 FOR MONUMENTS AND BOUNDARY DETAILS (1289.70) RIM ID LOCKED NOTICE TO CONTRACTOR F 0�1 THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE oWO UTILITIES, SHOWN OR NOT SHOWN HEREON. o c:D CD IMPORTANT NOTICE State Law (SB 3019) �A requires a Dig Alert Identification 5200 Buffington Rd. Gil Number be issued before a Atlanta Georgia, G �. Permit to Excavate will be valid. 40. S For your Dig Alert I.D. Number call 30349-2998 7 N. Underground Underground Service Alert GRAPHIC SCALE , TOLL FREE 1-800-227-2600 A. C. fl;lTwo working days before you dig. 20 0 10 20 40 80 Revisions: \. \ FD. MON. SHAFT, NO REF. DN. 0.3; P 01 89.63) RN \\ (1288.99) RIM 1280.53) INV (1282.79) INV ACCEPTED AS CIL E.C. PER (R3). Mark Date By Q / ( 1 ( IN FEET ) Q PAVEME �� T Iinch = 20 ft. (1289.34) FS CONC. B (1289.78) TC AND GUTTE Q'1. < (1289.30) FL w I�� AMP -, �k > ♦ 2�0.11) T� I o �. BS COR. (1200.10) 'Fs FH (1289.65) FL. , Mark Date By 4.11 N/0 PL BS 0.71 � A O 5• 1289.79 �� /0 F' / LEGEND (1289.55) TC R l/ � SYMBOLS F (1288.36) RIM C.B. 1289.11 FL s>> O AC = ASPHALT CONCRETE TRW = TOP OF RETAINING WALL � FIRE HYDRANT ( ) (1290.12) FS- D� LID LOCKED 16"0 c R- 0.00 \ � BFP = BACKFLOW PREVENTOR TW = TOP OF WALL \ �ol ��' (12 � _1, 289'8 L=146. A. C. 0287.64) RIM_^ �o BLK = CONCRETE BLOCK UG = UNDERGROUND ° STREET LIGHT 89)- � VAULT COR. o �_. i _CONC. ll�'0 STRIP 6 (1269.15) TC LID LOCKED �/ BS = BACK OF SIDEWALK UNK = UNKNOWN - 2 ON PL �' / rBLOW- F TRAFFIC SIGNAL / ➢ �.Si0 SOS 1288.65) FL I VALVE ,��`�` CB = CATCH BASIN UP = UTILITY POLE TRAFFIC SIGNAL ARM & POLE Mark Date By ABANDONED PER / ELECT. VAULT (128 .20) TC v 8 ;�w ABANDONED PER CF = CURB FACE W = WASHER / I, �/ �� IR-RE E �`ti - - Q STREET IMP. PLAN ��(1288.81) FS 4 // /lJ (12 7.73) FS o,� F`' �1;1289. FS O o b �• V STREET IMP. PLAN CL = CENTERLINE WDF = WOOD FENCE LIGHT STANDARD FOR C.U.P. 2006-21. / >i L 1 FG �� o CONC. EPA r,�RA FOR C.IJ.P. 9006 91. ,. CLF = CHAIN LINK FENCE WM = WATER METER - _ ` _ .,1) iG A T COR. - - 8 W UTILITY POLE CONC. CURB , �© COf C. CUf�B �� _F (TY ) 6' ' (1288.23) FI- 0.42' L (1287.54) RIM CO = CLEANOUT WV = WATER VALVE GUY WIRE & ANCHOR AND GUTTER 1 30 FS I� _ DCV DETECTOR CHECK VALVE (. - ) RI 4 '1288.05 TC P ivy F N T (1273.64 INV g0 p (1288.02) TC / (1289.11) TC �� g$ �gl A. C. (1287.52) FS (1287.4 FS �� ZO�q\ 0" CF ) (1288.10) TC > _ DS _ ROOF DOWNSPOUT S. = SOUTH E] WATER METER (1288.68) FL R Via 1� P A V E M E N `T ��1�\ p,7 �T D - EG EDGE OF GUTTERGIVI _ (1288.15) TC �, R (1287.631 FL o EP = EDGE OF PAVEMENT E. = EAST GAS METER El BS COR. (�9.20) FS F� \��/� .. mAIL 6 '� NN Seal (1287.74) FS h\ ��o `�, DRI�E 7 S oh\ FD = FOUND W. = WEST 3.83 N/0 PL 1288.64 F 1287.61 TC o CONC. GUTTER I �° bV /�` WV WATER VALVE C ( ) ( ) �1 .. o \ q Y01' 4j0� , FDC = FIRE DEPT. CONNECTION N LY = NORTHERLY STONE VENEER �`ti 1 70 GR `� \ �� O�, 1 1;12�8.14) TC (1287.17) FL � (1286.87) FL (� ) �b1��°� � v STD \ � � � • FF = FINISHED FLOOR SLY = SOUTHERLY 0 GAS VALVE WALL PILLAR L C 1 0" 1CF (1284.70) ��oe pip gMpEO� M 1288.12 FS _ - PARKING AND DRIVE FG FINISHED GRADE E LY = EASTERLY PB L. WITH CAP ATOP O - -- ---- �� `� F C ) C PULL BOX o` %h't \ RISE ONC o - CONC LANE LIE WITHIN FH = FIRE HYDRANT WILY = WESTERLY _% �- CAP 4.33 SE/O PL �u u ® ® ® 2 �s R �`tij 1. .� R {1288.08) F _ STEPHEN M. HAGER _ WALL (N. FACE) I (1288.11) TC 1�'� CONC. CURB �`tio I287.73) TC DEXTER AVENUE R/W FL = FLOW LINE N/0 = NORTH OF 19 GRATE INLET _* N0. stst yF= 5.7' SE O PL (1285.8) FG cry'' 1287.62 FL �`Lo \ 1286.73) TC 87. FS a FS = FINISHED SURFACE S/O = SOUTH OF SIGN / ( ) (1287.33) TC ( `�' - �� EXP. 3-31-18 Q X 1287.19) TC L o 0" CF (1287.10) TC O ) , DCV GB = GRADE BREAK E/O = EAST OF ( I I O 0 CF 6 30 FL �,� SSEMBLY 1286.96 S �. 1 TRANS. PAD /unnum0" (1291.41) TW 0" CF 4 \ �`� ti GM = GAS METER W/O = WEST OF VENT ,OF 1285.2) FG �� O = TOP OF GRATE = PROPERTY LINE s SEWER MANHOLE CLF (TYP.) ( (1287.26) SW (1287.39) S 3 SIGN (�Y�)PLf � 1287.33 SW \ 87,61)� / GR = GAS VALVE O C�N L (1 .12) FS GV = CENTERLINE D STORM DRAIN MANHOLE _ 16° Q Z © z COR. '\/ �(1287.7) FG PAD COR. HP = HIGH POINT R/W = RIGHT OF WAY O Prepared by. •� 0 L © � 0.17' E PL o 4.10' S 0 PL T TELEPHONE MANHOLE Q o - -0-1 - / a"o ^� / HT = HEIGHT = DELTA 1287.38) FS 1 1 o11G�� L = 1 �(1286.8C5�0 TC (1286.13 FL FH ICV = IRRIGATION CONTROL VALVE R = RADIUS MH MANHOLE �ti I �� 01 �_ COOJ I BLDG. COR. ROOF IP = IRON PIPE L = LENGTH co SEWER CLEANOUT 1 � (128'99) TC (1287.76) TC o R a ��1' ; 1 72.2' SE/O PL OVERHANG J TEMP. B.M. LS = LIGHT STANDARD T = TANGENT z o (1287.42) FS DOOR z Co (1286.56� FS o�v I (1287.25) FS L&T = LEAD & TAG M = MEASURED DATA 0 MONITORING WELL a"0 t, ~ 1 00 (1287.32) FS DOOR 1 0 MH `� Q MH = MANHOLE C = CALCULATED DATA / 0 a c� o Co O GREASE HANDICAP PARKING STALL 00o BLDG. COR. 1 ° MH 0 INTERCEPTOR `� oo� NG = NATURAL GROUND RAD = RADIAL BEARING L LANDSCAPED AREA Q� 57.0' SW/0 PL MH 1..,vY �`ti CURB COR. A. C. - ( )- O A. C. �,` I I o I moo\ oo� m `� (128 .90) Tf (128 .90) GR I 4.85 NW/O PL N&T - NAIL & TAG PRO =PROPORTIONATE MEASUREMENT © PROTECT IN PLACECZ) C j�jUXaw �� STONE VENEER ��o� QSo f �/ 1286.46 F (12 4.10) BOT. z I PAVEMENT OHW = OVERHEAD WIRE (210.00' R) = RECORD DATA ® REMOVE AND DISPOSE OFFSITE ASSOCI I WALL IWIT4 CAP ��1 �1�°1 1 MH (12 3.10) IIJ'/-6" w 9 PB = PULL BOX 210.00 M. = MEASURED DATA RELOCATE 7{/fi�14TES, W. (1291.36) TW ATOP (TYP.) `ti SINGLE STORY - - co � PCC = CONCRETE 210.00 PRO. = PRORATED DATA Civil Engineers and TEMP. B.M. I STUCCO/STONE VENEER BLDG. l 10"0' PIV = POST INDICATOR VALVE D PLOTABLE EASEMENT ITEM 9 0 (1290.71) TW (1286. 5) TC (1287.11) $W LONE STAR STEAKHOUSE 1 A 0d ICI > cc, (1287.0) FG PL = PROPERTY LINE (427.0 C. = CALCULATED DATA No. PER TITLE REPORT Land Surveyors �286. 0 FL RESTAURANT VACANT (427.00) TC - EXISTING ELEVATION CONC. CURB ( ) (VACANT) 1 ,� \.fir, a ° RD ROOF DRAIN 427.00 TC = DESIGN ELEVATION EXIST. CONTOUR 265 S. AN/TA DRIVE, SUITE 111 100 AND GUTTER ��' 1 18601 DEXTER AVENUE h\/ w I RWH = REDWOOD HEADER ORANGE, CA 92868 (1287.01) T / 16 SCB = SIGNAL CONTROL BOX CATV = CABLE TV LINE 714 935-0265 STEEL POST (TYP.) �I 1286.40) FL �`ti �o`b BLDG COR. Z (1286.58) F / / \G L I / 'd - SMH SEWER MANHOLE E = ELECTRICAL LINE 427.0 DESIGN CONTOUR (1) 935-0106 (FAX) 72.2' NW/O PL 1 / ^�o F O � SPK SPIKE G = GAS LINE 001 ON C. BLK. WALL SW = SIDEWALK GB GB- = GRADE BREAK LINE ` P A V E M E N T (1286.6P) FS UTTER I �`�S' ENCLOSURE - R R- = RIDGE LINE PALM TREE c� ROOF OVERHANG TC - TOP OF CURB - 9" WIDE BLK. WALL I I z BLDG. COR. \ °' I " TE = TRASH ENCLOSURE S = SEWER LINE 4 I I 0 CON¢. CURB z TP = TELEPHONE POLE SD = STORM DRAIN LINE (N. FACE) 5.1 SE/0 PL I, 72.6 SE/0 PL o I Co 0 TRAN = TRANSITION c� (1287.33) SW - - - I I o C, - T = TELEPHONE LINE EXACT LOCATION OF 5 �, I , ` \ K1286�06) FL (1287.32) FS DOOR 1 F I I I co GREASE TRANS= TRANSFORMER W = WATER LINE TREE, SPECIES VARIES c, (1287.26) SW BLDG. COR. o� 0 CO o INTERCEPTOR FREEWAY SIGN EASEMENT '_ti NOT DETERMINED FROM 66.4' NE/0 PL �' �� 10I ° ELECT. CABINET \ �� s7.o7 TC RD o IIc° Q I MH STORE THE RECORD DOCUMENT. 1 I SHOPPING CENTS ) o0 \ F� PYLON S1�N� (1286.63) FS 1287.19 T I �I MH LOCKED AREA NOT ACCESSIBLE © (1287.19) �A� MH°OCENTRAL AVENUE PILLAR CAP COR. FH © WALLENCLOSURE WITH TRELLIS (1286.76) F (12824) F (1286.$) FG m4.5 sE/o PL ^`' � 1I �o'� 8c DEXTER AVENUE WALL N. FACE I �`l� o o `b0 I I / MH W a ( ) I a` 4 ' .. -�(1287)- ,ti �o z o z z 14.2' 5.2 SE/0 PL U �� (1285.92) FL G L � 1 0, � � I Q (12s9.96) rw I ) `�� ``� o > LAKE E LS I N O R E, 1283.7 FG Q 1 CONC. CURB o\ °, i v 1285.4�3 G 1 0 c w o a ( ) o o ti '� `� 1 F 1283.73' INV 5" �� `°' �o ,�� 52'� 19.5' 5.2' CALIFORNIA 10 z ) .�`L cn 19.6' J. 1' 3.2 1283.71 EP \ CONC. �`° �(1287.25) Tt CO ao�` TRANS. PAD �� o p \�. �. 1283 58) BOT o � 3 0 � (1283.71) I IGUTTER W/POSTS (1286.78) FS �\ �`LS' 0 �� (1281.13) INV-6" CURB COR. I .� No 0 0.3' CELLULAR TOWER I �(O RO BOX (1285.86) f-S �� 4 / 4.92' NW/0 PL I Co ENCLOSURE FENCE SHEET TITLE ~ ) N PA /� A n ' (1286.04) T CONC. STEP- N N ALTA/NSPS LAND 1285. u F 1285.79 FS7 hg\ `' �( / ( ) h, � (1285.57 FS OFF (TYP.) (1286.9) FG CATWALK COR. °� P V E M t N T � BILLBOARD LIMIT G 8,7' SE 0 PL TITLE SURVEY 1 / �� \Qyh� OVERHEAD 1 L / FD. 1 /.P. WICAP o� �� E 1 F� `o ) 1\ �,I O r ILLEGIBLE, NO REF., o E�6//P �1 �CATWAL OR. `° �, �� (1289.97) TW - qh. U B C � � o� 1 � � BLDG. COR. S79'13'10"E 0.58' (1282.5) FG �23.5 L � ��Y' `'� 9' NL ��Q� 2 .3� NW/0 PL �`ti�oo��11 -o\ F� 9.0' SE/O PL SINGLE STORY y 1 ��, ��'�� , STUCCO/STONE VENEER BLDG. 15.0' SIGN PILLAR COR. (1282J- - _ � `� o�' BILL OARD (1286.42) FS - - �" ' (T286.36) TC � ti c; LONE STAR STEAKHOUSE VERSION: o 5.1' NE/O PL o / v y / �`� r CON . CUR 19g • 3 FS POS RESTAURANT (VACANT ISSUE DATE: �1F 9 WIDE BLK. WALL / / o AN GIJTT R �l ._��) I 1.9 /NW/0 P z �o 0 BLDG. AREA = 7,012 S.F. PILLAR CAP COR. �o`' TEMP. B.M. (1290.04) TW ..� _ c i 86.20 AIC CONTROL 0WALL (W. FACE) 0 �\ BO 0.8 NE/0 PL (1282.9) FG 285.72) 1.5 "> ; CFA06105 WALL (W. FACE) 1.5 SW/0 PL Qo ` _(12 I�l (1285.21) GR ► „ m '1 i _ Job N o. 8 1283.71) BOT. o 1 : 1.5 SW/0 PL 1\ ( I (1286.46) FS �n,p Store 0# 4261 _ 1\ (1281.23) GR �,'�� (1282.21) INV-4" /L 1289.99 TW TRANSV286 )/FG ' (1276.49) INV (1276.81) INV-6 ( ) 02831� y PAD I (1286.1) FG 1.5' _ (1283.2) FG Date 18 EXTERIOR BLDG. DIMENSIONS NO APPARENT EASEMENT SHOWN MEASURED AT GROUND 15.0' Drawn By SIDS STONE VENEER LISTED FOR BILLBOARD. LEVEL AND USED FOR AREA. SMH RsT l I WITH ALL PI ATOP Qv 3 7.5' o Checked By E10.8'� Sheet PILLAR CAP COR. 58.8 419 0.94' N E 0 PL WALL (W. FACE) BUILDING DETALL 3 of 3 1.7' SW/0 PL SCALE: 1"=20' Fes/ M co c°R�HEADER P'-/�NTING NOTES #I .84' 3I -- , %' 27.42' I. CONTRACTOR IS TO REVIEW PLANS, VERIFY SITE CONDITIONS AND O PLANT QUANTITIES PRIOR TO INSTALLATION. CONFLICTS BETWEEN TI-E77�77 O ., \ SITE AND TI-ESE PLANS OR WITHIN TI-•ESE PLANS SHALL BE BROUGHT h o U rl a n associates, i r,c. D ' TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE landscape architecture + design PRIOR TO LANDSCAPE INSTALLATION. ANY DEVIATION(S) FROM THE 107 avenida miramar , suite d • •" �' � PLANS OR SPECIFICATIONS IS TO HAVE WRITTEN APPROVAL. san clemente , california 92672 ••, j p: 949.489-5623 efax: 877.271.3122 2 ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST •; �� \ e: team@hourianassociates.com oQ� 'o EDITION OF "AMERICAN NURSERY AND LANDSCAPE ASSOCIATION' o •'t•f I ' ,~ •• o o O STANDARDS. WWW.A(.A.ORG 0 o opmo00 - 3. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS • j :• • : t � BY MEANS OF CONTINUOUS WATERING, PRUNING, RAISING TREE BALLS ----- -- - -- - - TURF BLOCK ----- ----- -'; }��;•�:-�,-r: -------------- --- `� 5200 Buffington Rd. -- r �� WHICH SETTLE BLOW GRADE FERTILIZING, APPLICATION OF SPRAYS (RATED AT MIN. �f •#•,_ • `' \ \ � Atlanta Georgia, ti O o 35,000 PSI.) _ '' ' ' 'P WHICH ARE NECESSARY TO KEEP THE PLANTINGS FREE OF INSECTS 30349—2 9 9 8 .w o o AND DISEASES, WEEDING, AND/OR OTHER OPERATIONS NECESSARY FOR ° ° ° ° °° °o °°°°° ° PROPER CARE AND UPKEEP. THE LANDSCAPE CONTRACTOR SHALL Revisions + + ° o MAINTAIN ALL PLANTINGS AS SPECIFIED ABOVE FOR A PERIOD OF + o F ) AY .O DAYS. NINETY (9 Mark Date B + + + y ° + + v v v v + � 4. LANDSCAPE ARCHITECT ! ! APPROVE PLANT MATERIAL PLACEMENT + v v __.� o BY CONTRACTOR PRIOR TO INSTALLATION.#12 Q + ° 5. FERT SHALL'FOR ALL PLANTING AREAS ' BE AS SPECIFIED WITHIN o ° I ° ° ° THE SOILS REPORT. ° � ° ° I �L ► ► v � ° 6. ANY TREES WITHIN 5 OF PAVING, CURBS, WALS, I:IL BUILDINGS, ETC. TO BE Mark Date By o o vo ° ° ° INSTALLED WITH A ROOT BARRIER DEVICE. O ` o ° 1 I + ++♦ ° ° ° ° ° ° ' V 7. FINISH GRADE TO BE 2" BELOW TOP OF CURB OR SIDEWALK FOR + ° ° PLANTING AREAS. 00 o + + )_ ---J o ♦ + + + ° , ° ° . �i 8. CONTRACTOR TO INCLUDE IN HIS BID THE REPAIR OF ANY AND AL.L Mark Date By 7 ♦ + ° DAMAGE RESULTING MOM INSTALLATION OF PLANTING ITEMS. CONNECT TO EXISTING CONDITIONS. i I o + ♦ + - J ° _ 9. ALL PLANTING AND IRRIGATION ON THIS PROJECT TO MEET OR EXCEED + + ° CITY OF LAKE ELSINORE, CA LANDSCAPE GUIDELINES, STANDARDS AND UD APACHE BROWN + + o A►PACHE BROWN7 AGENCY REQUIREMENTS. ! D STONE o + ♦ J o CRUSHED STOKE 10. ALL PLANTER AREAS SHALL BE TOP DRESSED WITH 3' MINIMUM MULCH o + + COVER LESS SPECIFIED OTHERWISE PER PLANS AND SPECIFICATIONS Seal AN _ AS APPROVED BY TI-E LANDSCAPE ARCHITECT. qft ::�10 CO HEADER A DSCAPE CA'-CL',.-4T10NS S na re O i ° ' xen2 W28 18 to 1 ,I o SHRUB AREA: 10,949 S.F. � gate o ` / 0 o ° -- ' CRUSHED STONE: 1,560 S.F. F OF cA�-�F� ° TURF AREA: Z425 S.F. 0 0 o0 o J + �� TOTAL LANDSCAPE AREA= 13,544 S.F. oo ° N ,� % #5 % #4 LIJ / O O o ' 0)lai CD List irn-entory pg.1(diameter of multi-trunk trees calculated by adding them together) /— Diameter at 43 O ,� � ' , � Height Spread Ph�sioingical City Tree Tree# Common;Vance Botanical Name feet tdbh r' o Of V I O / / Ia inches tin feet) (in feet) rnndition Yes or No 9 _ / # ° V v I Euca has sideroxylon Ironbark eucalyptus 14.5 48 21 good no v \ / 2 Eucalyptus sideroxylon Ironbark eucalyptus 14 40 20 no I O o O _ .� 0 — — ° + / 3 Eucalyptus sidero on ironbark eucalyptus 15 45 25 good no 4 Canary island ine Pines Cananensis 6 17 good no 5 Canary island pine Pines Canarlensis 5 16 8 good no L ARCHITECTS t— O / 6 Canary island pine %us Canariensis 5.5 16 8 good I no C OSuite i / 7 Eucal tus siderox on IrRnbark euml tus 11 22 12 ood no 195 South C Street; 200 I O — 8 Eucalyptus sideroxylon Ironbark eucalyptus 10 25 18 good no Tustin, C A. 92780 i O / 9 Eucalyptussideroxplon Ironbark eucalyptus 13 38 I8 good no phone 714.832.1834 ♦ + ♦ ° ° 10 Eucalyptus sidemxylon lronbark eucalyptus 13 35 is good no + ♦+ ♦ i ^` � , 11 Eucalyptus sideroxylon Ironbark eucalyptus 8 20 15 dead no ♦ + + + + + �_ 0 0 0 0 0 0 0 4 0 0 0 0 0 O O O 00 O O O o 1 I ' 12 Canary island pine Pines Canadensis 5 11 8 Row no =7 t b �� O O �i 13 Eucalyptus sideroxylon Ironbark eucalyptus 11 35 15 good no STORE 14 Cana island pine Plnus Canariensis 5 20 8 no C E N TR A AVE DEXTER AVE. I Eon / 15 Canary island pine Pines Canariensis 5 20 8 good no L E G E N D 16 Eucalyptus siderexylon Ironbark eucalyptus 15 40 28 good no P',.—ANTING 17 Canary island pine Pines Canariensis 6 20 8 good no 18 Eucalyptus sideroxylon lronbark eucalyptus 15 45 20 IP oodna 18601 DEXTER AVE. SYMBOL BOTAN I CAL NAME COMMON NAME SIZE TY. REMARKS WUCOL S - J LAKE E L S I N O R E, CA TREES REGION 4 SHRUBS/GROLNDCOVERS SHEET TIME �-'� PRELIMINARY + EXISTING TO BE REMOVED FIELD VERIFY EXISTING 18 SEE NOTES BELOW p ALOE STRIATA CORAL ALOE 5 GAL. 325 7-0' O.C. LOW PLANDSCAPE L I CERCIDIUM 'DESERT MUSEUM' DESERT MUSEUM PALO 24' BOX 4 STANDARD LOW O CALLISTEMON V. �ITT,E JOI-NN' DWARF WEEPING BOTTLEBRUSH 5 GAL. 170 3'-6 O.C. LOW PLAN VERDE O DIANELLA LITTLE REV' LITTLE REV FLAX LILY 5 GAL. 21 2'-0' O.C. LOW CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX 2 STANDARD LOW VERSION: V7.025 'CL AREMONT' Q DIANELLA TASMANICA VARIEGATA' VARIEGATED FLAX LILY 5 GAL. 72 V-00 O.C. MOD ISSUE DATE: 08—2016 LAUPUS NOBI!_IS 'MOHUW SWEET BAY 240 BOX 8 STANDARD LOW DIETES VEGETA FORTNIGHT !LILY 5 GAL. 126 4'-0' O.C. MOD RHOS LANCEA AFRICAN SUMAC 24" BOX 6 STANDARD ' OW L ANTANA 'NEW GOLD' TRAILING YELLOW LANTANA I GAL. 82 5'-0' O.C. LOW Job No. : 17-200 Store , 04261 0 MICE IBERGIA CAPI!!ARIS PINK M1.W.Y GRASS 5 GAL. 127 3'-6 O.C. MOD Date : 2-28-18 CRUSHED STONE 'APACHE BROWN 3/4' - 1,560 S.F. MIN. 2' LAYER Drawn By m d m TIFWAY 419 BERMUDA HYBRID SOD Z425 S.F. AVAILABLE FROM Checked By: JH A IN TURF BLOCK TURF BLOCK TO BE DE I MINED PACIFIC SOD (805) 986-8277 Sheet PREL M NARY LANDSCAPE PLAN a t � o , 1/16"= 1'-0" ■ 0 o D 120'-2" 3'-4" 2'-9„ 0 p O Q o0 5200 Buffington Rd. Atlanta Georgia, 30349-2998 Revisions: Mark Date By 0 Mark Date By I FIRE Q RISER MULTI-PURPOSE SERVICE YARD AREALl I - I1 ,' Mark Date By 00 o 0KITCHEN MEWS COOLER OFFICE RESTROOM — FREEZER I WOM EN'S Sea l RESTROOM 0 0 O� — RR VEST. o I Co o I • / � I LO I � � DINING AREA 0 DRIVE-THRU SERVING AREA PL Y I I � I PLAY AREA N W N o ORDER AREA r ENTRY VEST. U / LZ .-� , � ARCHITECTS 195%th C3reA; 3.ite200 L L — — — — — — — — — — Twirl (A 9080 CL 714.832.1834 6i L L 0 s 120'-4 1/2" 2 m m N G N E Western P12 LE - Large STCIF'E CENTRAL AVE & 100 Seats DEXTER AVE. 3 a 0 0 J LL z 18601 DEXTER AVE. U) LAKE ELSINORE, CA 3 4 SHEET TITLE FLOOR PLAN 0 STATISTICS (NET) .y o SQUARE FOOTAGE s BREAKDOWN: AREA E ENTRY 61SF U) DINING 1247 SF N PLAY 270 SF vERSM: V7.025 WOMEN 173SF RR VEST 72 SF ISSUE DATE: 08-2016 o EE SERVICE 185 SF MEN 148 SF L) OFFICE 51 SF y MULTI-PURPOSE 139 SF t KITCHEN 1368 SF Jab No. — SERVING 244 SF DRIVE-THRU 194 SF Stare 04261 v QUEING 302 SF 0 NET TOTAL 4455 SF Data 03-07—18 N W Drawn By Checked By . R.H. X N Sheet 0 PLAN NORTH TRUE NORTH AA.0 FLOOR PLAN I Y U 1/4"= 1'-0" 0 o � GENERAL NOTES: I. CRICKETS SHALL BE CONSTRUCTED OF RIGID INSULATION AS REQUIRED TO PROVIDE SLOPE OF 1/8" PER FOOT MIN. 2. PAINT ALL EXPOSED GAS PIPING ON ROOF DARK BRONZE (2 COATS). S. ALL CONDENSATE LINES SHALL BE INSTALLED TO PROVIDE POSITIVE DRAINAGE. GENERAL O p oO O 00 CONTRACTOR SHALL PROVIDE BLOCKING AS REQUIRED TO ELIMINATE SAGGING. 4. NOT USED, 5200 Buffington Rd. H 5. OR R MEMBRANES) HORIZONTAL ROOFING MEMANS) SHALL SE WHITE. Atlanta Georgia, 6, VERTICAL ROOFING MEMBRANE(S) SHALL BE TAN. 30349-2998 7. WALK-PAD MEMBRANES SHALL BE GRAY. 8, THICKNESS REQUIRED FOR RIGID ROOF INSULATION Revisions. BOARD TO MEET REGIONAL ENERGY REQUIREMENTS. RE SPECIFICATIONS Mark Date By NOTE TO GC R-VALUE MAY VARY DEPENDING ON MANUFACTURER. ESTIMATE R-5.5 PER INCH OF THICKNESS. Mark Date By 0 Mark Date By 0 Seal PREFINISHED ALUMINUM AWNING(TYP.) PREFINISHED ALUMINUM AWNING(TYP.) SLOPE O O SL� SLOPE O O m SLOPE O O m 1/4'/FT. I/4 /FT. I/4 I/4 /FT. 1/4' /FT. � I/4 /FT. 12"ROOF OVERFLOW ED 12"ROOF E OVERFLOW DRAIN-TYP. DRAIN-TYP. RE: 12/AI.7B RE: I E 2/AI.7B El 11 a N N 12'ROOF E OVERFLOW 00 N DRAIN- TYP. PE, I E 2/AI.7B L U [0 1Z WUH W�- W - N O O O ,� 201-4 1/2" cn\ W\ \ 7E] T.O.PLATE ARCHITECTS 195 axith CSre4; S.ite200 Twirl (A 92780 a EDED 714.832.1834 N 201-4 1/211 T.O.PLATE 0El N n g T.O. PLATE T.O.PLATE FF N G STC)PE CENTRAL AVE & la DEXTER AVE. U) DURO-LAST ROOFING ICC ESP 1660 FIRE a RESISTANT ASSEMBLY. o SYSTEM #53 (CLASS A), UL LISTED,METHOD OF z ATTACHMENT -M-2A 18601 DEXTER AVE. LAKE ELSINORE, CA 3 SHEET TITLE N ROOF PLAN o � I y N U E U N N vERSM: V7.025 G N 21 -8 201-41/2" ISSUE DATE: 08-2016 T.O. PLATE T.O.P A Q E 0 N U 0 y dab No 17-200 L ROOF PLAN PLAN NORTH TRUE NORTH Stare 04261 Date 03-07-18 N LauY 3/16"= 1'-0" Drawn y Checked By - R.H. X N Sheet 0 0 N Q A-1.7 Y U t U T.O. HIGH PLATE EXTERIOR FINISHES — FOR STOREFW GLAZING, O ,0 SEE GLASS SCHED. & INT. ELEV. EC-1 21'-8" BRICK VENEER O EC-1 BR-3 BORAL BRICK- MODULAR, COLOR CITADEL D T.O. LOW PLATE T.O. LOW PLATE MORTAR: ARGOS SAN TAN - - - - �V PREFINISHED METAL COPING SC-1 20'-4 1/2" 00 20'-4 1/2" EC-1 COLOR - DARK BRONZEL all °00 D SC-1 D T.O. BRICK ° T.O. BRICK STUCCO �� SC-1 COLOR - WHITE um o D 17'-4" o C) D ° O 17'-4" FINISH - SAND MEDIUM o 0 0 0 0 0 PT-1 COLOR AJNT #� DARK BRONZE D 0 O Q oe O ALUMINUM AWNING - A-1 PRE-FIN. COLOR - DARK BRONZE 5200 Buffington Rd. BR-3 0 1'-O" DEEP g EC-1 A-2 ALUMINUM AWNING DARK BRONZE Atlanta Georgia, 30349-2998 4'-0" DEEP ALUMINUM AWNING - BR-3 A-3 PRE-FIN. COLOR - DARK BRONZE Revisions: 5-0" DEEP PAINT #1 Mark Date By WATER TABLE WATER TABLE PT-9 COLOR - To MATCH BRICK "CITADEL" ELEC. 3'-0�� — — —3'_0�� CAB. FIRST FLOOR FIRST FLOOR 0111 off Mark Date By 0 �3/ ORTH ELEVATION 2 SOUTH ELEVATION 1 = 1 -0 3/16 = 1 -0 Mark Date By 0 EC-1 T.O. HIGH PLATE 21'-8" Seal T.O. LOW PLATE 18601 20'-4 1/2" OQ °ODD T.O. BRICK 17 4" o D 0 0 0 0 D o o sc-1 - -- � T.O. BRICK 14 - 0 MIRBR-3 WATER TABLE N ,�' 3'-0" J - - _ — FIRST FLOOR 0 L I U ARCHITECTS WD 195&th CSreA; S.ite200 TLdiR (A 92780 EAST ELEVATION 3 a 714.832.1834 a 0 N r 0 L U [0 [0 STCIF`'E EC-1 CENTRAL AVE & E DEXTER AVE. T.O. LOW PLATE SC-1 OD 20'-4 1/2" ° D T.O. BRICK 0 0 D oQ 18601 DEXTER AVE. LAKE ELSINORE, CA 3 0 T.O. BRICK SHEET TITLE 141-011 04 EXTERIOR ELEVATIONS y N U E L U) N vERSM: V7.025 N G 0 ISSUE DATE: 08-2016 WATER TABLE N L) U - 3'-0" L Job No 17-200 FIRST FLOOR 04261 o„ ',_VStore Date 03-07-18 N W Drawn By Checked By -, R.H. �3Z16-= ST ELEVATION 10 4 Sheet 10 N Q A-2.1 Y U U 0 T.O. HIGH PLATE 21'-811 0 D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � T.O. LOW PLATE � 20'-4 1/2" �j 5200 Buffington Rd. 71 Atlanta Georgia, 30349-2998 Revisions: Mark Date By 0 FIRST FLOOR a � a as III III III �_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II—III—II Mark Date By —III—III—III III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III `�� III—I I I- -I —I1 I .. . .III, ,III-1 11-1 I I—,I I I_,I I I_,I I I_,I I I-1 I I—,I I I_.. I .. . .. I I-1 I I-1 I I—III—III—I a ¢ I I—III—I I_III—III=—III_III_III— II_III_III_ _III—III— ' ' —I 11-1 11=11I 1=1 —I 11=1 I I=1 I M I I=1 I I- BUILD03/16- _0ING SECTION Mark Date By 0 Seal o ro C Q M ARCHITECTS J i 195&Lath Csred, 3Ae200 Tu4irl (A 99M 0 ftm714.M1834 co c � Q T � 1 � Q � ro 1 � C N N o O 1 LO o STORE CENTRAL AVE & 0 0 DEXTER AVE. U (0 -a E > L � U co Q N 18601 DEXTER AVE. T U) LAKE ELSINORE, CA s SHEET TI TEE BUILDING o - SECTION N U o U_ L m Q (0 L U U) VERSION: V7.025 ISSUE DATE: 08-2016 O o W � 0 Job No. 17-200 Store 04261 Date : 03-07-18 X W o Drawn By cc co By , R.H. o Sh eet N 1 W ti o � C N � 1 A-3.1 T Q 1 � U U_ - L U Stucco STC-1 L Parapet Wall Coping EC-1 ' Aluminum Awning - A-1 -7 ELS, �.[F. ' 21'81, i l Brick Veneer BR-1 SOUT ELEVATION WEST ELEVATION Parapet Wall Coping EC-1 Stucco Aluminum Awning - A-1 e®� ® ---- — ------------' ------------------ --- 19k 0P> Brick Veneer BR-1 NORT ELEVATION EAST ELEVATION ksp&v Note: All roof top mechanical equipment shall be located in equipment well and screened from view by parapet walls. COLOR AND MATERIAL LEGEND STC-1 Stucco - STO - Powerwall "White" BR-1 Brick Veneer- Boral Brick- Color: Citadel EC-1 Parapet Wall Coping - Durolast/Exceptional Metals - Dark Bronze (Matte) PRELIMINA ELEVATIONS A-1 Aluminum Awning - Color: Dark Bronze L `1 M N NUJ 18601 Dexter Ave . Lake Elsinore CA 0 10 20 30 AR CHITECTS 195 South t Street, Suite 200 Tustin, CA. 92780 File Name: 17-200 Lake Elsinore - Color Elevations 03-07-18 phone 714.832.1834 T BR-1 EC-1 A-1 • • • COLOR AND MATERIAL LEGEND STC-1 Stucco- STO Powerwall "White" COLORS & MATERIALS BR-1 Brick Veneer-Boral Brick-Color"Citadel EC-1 Parapet Coping-Durolast/Exceptional Metals-Dark Bronze(Matte) Lake Elsinore, CA (17-200) A-1 Aluminum Awning-Color: Dark Bronze 03-07-18 R JJ •a +✓.. fir!• .n .�- �`/ +^ � ', r, � ,� V, r �#�"_ ��art• l�' Ij ,,. 1! �'� - � r, >t � i - `yl 76.P��•'��+,z:� _ � •. ` �I��.,�.�� (,�, !ql' ,r� �,.....: � '.'I.I I I I I I I , ��. �7�. i+��'.` •r,.`y �.-' i�,'��,�' .�- � j��y I IIIIIIIIIITI('TI ;t3,. ' Y' ►�` Ssl: y . r e c , l It _ nefto ag MVAt , * Y +arF _ r 1 , , - .. .+ram+=s•,��7.`f- r ", .. � , IR 1v A T a le.. r 1 , J : 1 lgfrt _-".. •}' '¢ t r..fi _. tr - r +01` 1 1 e x F y r 'ar r • , ', -- .�' - �. 'foil f''' 7tx ti�a *ti' .v fin i, j�9! 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