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2021-09-22 Planning Commision Regular MEETING - Agenda PacketCity Council Chambers 29844 Haun Road Menifee, CA 92586 Benjamin Diederich, Chair Randy Madrid, Vice­Chair Jeff LaDue, Commissioner Chris Thomas, Commissioner David White, Commissioner AGENDA City of Menifee  Planning Commission  Regular Meeting Agenda Wednesday, September 22, 2021 6:00 PM Regular Meeting Cheryl Kitzerow, Director Stephanie Roseen, Clerk REGULAR MEETING (6:00PM) 1.CALL TO ORDER  2. ROLL CALL  3. PLEDGE OF ALLEGIANCE  4. PRESENTATIONS ­ NONE  5.AGENDA APPROVAL OR MODIFICATIONS   6. PUBLIC COMMENTS (NON­AGENDA ITEMS) This is the time for members of the public to address the Commission about items which are NOT listed on the agenda. The Ralph M. Brown Act limits the Commission’s ability to respond to comments on non­ agendized matters at the time such comments are made. Each speaker will be limited to three minutes on any single item. 7. APPROVAL OF MINUTES  7.1 August 25, 2021 Minutes 8. CONSENT CALENDAR ­ NONE  9. PUBLIC HEARING ITEMS  9.1 “Popeyes Restaurant” Conditional Use Permit No. PLN20­0347 and Plot Plan No. PLN20­0348 RECOMMENDED ACTION 1. Conduct a Public Hearing; and 2. Adopt a Resolution approving Plot Plan No. PLN20­0348, subject to the Conditions of Approval; and 3. Adopt a Resolution approving Conditional Use Permit No. PLN20­0347, subject to the Conditions of Approval. 10. DISCUSSION ITEMS  10.1 Draft Multifamily Objective Design Standards Workshop RECOMMENDED ACTION 1. Review the presentation, discuss, and provide input on the Draft City of Menifee Multifamily Objective Design Standards. 11. COMMUNITY DEVELOPMENT DIRECTOR COMMENTS   12. COMMISSIONER REPORTS ON COMMITTEE ACTIVITIES  13. FUTURE AGENDA REQUESTS FROM PLANNING COMMISSIONERS  14.ADJOURN  City of Menifee Planning Commission September 22,2021 Page 1 of 204 City Council Chambers29844 Haun RoadMenifee, CA 92586Benjamin Diederich, ChairRandy Madrid, Vice­ChairJeff LaDue, CommissionerChris Thomas, CommissionerDavid White, Commissioner AGENDA City of Menifee Planning Commission Regular Meeting AgendaWednesday, September 22,20216:00 PM Regular MeetingCheryl Kitzerow, DirectorStephanie Roseen, ClerkREGULAR MEETING (6:00PM)1.CALL TO ORDER 2. ROLL CALL 3. PLEDGE OF ALLEGIANCE 4. PRESENTATIONS ­ NONE 5.AGENDA APPROVAL OR MODIFICATIONS  6. PUBLIC COMMENTS (NON­AGENDA ITEMS)This is the time for members of the public to address the Commission about items which are NOT listedon the agenda. The Ralph M. Brown Act limits the Commission’s ability to respond to comments on non­agendized matters at the time such comments are made. Each speaker will be limited to three minuteson any single item.7. APPROVAL OF MINUTES 7.1 August 25, 2021 Minutes8. CONSENT CALENDAR ­ NONE 9. PUBLIC HEARING ITEMS 9.1 “Popeyes Restaurant” Conditional Use Permit No. PLN20­0347 and Plot Plan No.PLN20­0348 RECOMMENDED ACTION 1. Conduct a Public Hearing; and 2. Adopt a Resolution approving Plot Plan No. PLN20­0348, subject to the Conditions of Approval; and 3. Adopt a Resolution approving Conditional Use Permit No. PLN20­0347, subject to the Conditions of Approval. 10. DISCUSSION ITEMS  10.1 Draft Multifamily Objective Design Standards Workshop RECOMMENDED ACTION 1. Review the presentation, discuss, and provide input on the Draft City of Menifee Multifamily Objective Design Standards. 11. COMMUNITY DEVELOPMENT DIRECTOR COMMENTS   12. COMMISSIONER REPORTS ON COMMITTEE ACTIVITIES  13. FUTURE AGENDA REQUESTS FROM PLANNING COMMISSIONERS  14.ADJOURN  City of Menifee Planning Commission September 22,2021 Page 2 of 204 City of Menifee Planning Commission August 25, 2021 Page 1 of 4 City Council Chambers 29844 Haun Road Menifee, CA 92586 Benjamin Diederich, Chair Randy Madrid, Vice-Chair Jeff LaDue, Commissioner Chris Thomas, Commissioner David White, Commissioner MINUTES City of Menifee Planning Commission Regular Meeting Agenda Wednesday, August 25, 2021 6:00 PM Regular Meeting Cheryl Kitzerow, Director Stephanie Roseen, Clerk REGULAR MEETING (6:00PM) 1.CALL TO ORDER Chair Diederich called the meeting to order at 6:09 PM. 2.ROLL CALL Present: Benjamin Diederich, Jeff LaDue, Randy Madrid, Chris Thomas Absent: David White 3.PLEDGE OF ALLEGIANCE Commissioner Thomas led the flag salute. 4.PRESENTATIONS - NONE 5.AGENDA APPROVAL OR MODIFICATIONS The agenda was approved unanimously (4­0­1, White absent) with no modifications. 6.PUBLIC COMMENTS (NON-AGENDA ITEMS) None. 7.APPROVAL OF MINUTES 7.1 July 28, 2021 Planning Commission Minutes The minutes were approved unanimously (4­0­1, White absent) with no modifications. 8.CONSENT CALENDAR - NONE Item Title:7.1 August 25,2021 Minutes Item Page Number:1 City of Menifee Planning Commission August 25, 2021 Page 2 of 4 9.PUBLIC HEARING ITEMS 9.1 Plot Plan No. PLN 20­0273, Conditional Use Permit No. PLN 20­0272, Public Convenience and Necessity No. PLN 21­0211 and Tentative Parcel Map No. PLN 20­ 0275 (“Crossroads”) Planning Manager Orlando Hernandez introduced Principal Planner Ryan Fowler. Mr. Fowler provided a presentation and reported on the project location; general plan land use; zoning; project description; project background; site layout; circulation; landscaping; architecture; signs; public convenience and necessity; environmental determination; and staff recommendations. The Commissioners asked questions of staff regarding future tenants, the raised median, turning lanes, truck routes, and the traffic analysis. Chair Diederich opened the public hearing at 6:33 PM. Chair Diederich stated he had previous discussions with applicant regarding the project but did not discuss potential votes or terms and conditions. Deputy City Clerk Stephanie Roseen stated the public hearing was legally noticed and the Commissioners received emailed correspondence. Tom Powers, Owner of Giovanni’s restaurant, spoke against the raised median for the project. Matthew Nelson, Attorney with Gresham Savage, commented against raised median and stated the City should have reached out to the business owners and asked for a continuance. Erica Tromley, Coastline Equity Property Manager stated her concerns for businesses within the Newport Plaza shopping center with the addition of a raised median and requested to evaluate an alternate option. Jeff Greenwald, Owner and Managing General Partner of Newport Plaza shopping center, spoke against the raised median and stated he would be willing to work with the City and applicant to find an alternative solution. Debbie Gable, resident, stated her concerns for the raised median and traffic on the residential streets. The Applicant, Kassen Klein, on behalf of Menifee Crossroads, stated except for the conditions of approval noted in their correspondence sent to the Commissioners and staff, they were in concurrence with the balance of the conditions of approval and thanked staff for their work. The Commissioners asked questions of the applicant regarding contact with the Newport Plaza businesses and the traffic studies. The applicant, City staff and the Commissioners discussed the necessity of the raised median. Item Title:7.1 August 25,2021 Minutes Item Page Number:2 City of Menifee Planning Commission August 25, 2021 Page 3 of 4 AYES: Diederich, LaDue, Madrid, Thomas NAYS: None RECUSE: None The Commissioners inquired about continuing the public hearing to allow for further research and alternatives to mediate traffic. Mr. Hernandez stated the public hearing could be continued to October 13, 2021. Chair Diederich closed the public hearing at 7:20 PM. The Commissioners spoke in favor of the proposed project and stated their concerns for access to the Newport Plaza shopping center. They stated they would be in favor of continuing the item and for staff to reevaluate access to the shopping centers. ACTION Continued the item to October 13, 2021. MOVER: Chris Thomas SECONDER: Jeff LaDue 10.DISCUSSION ITEMS - NONE 11.COMMUNITY DEVELOPMENT DIRECTOR COMMENTS None. 12.COMMISSIONER REPORTS ON COMMITTEE ACTIVITIES None. 13.FUTURE AGENDA REQUESTS FROM PLANNING COMMISSIONERS None. 14.ADJOURN Chair Diederich adjourned the meeting at 7:30 PM. Stephanie Roseen, CMC Deputy City Clerk Item Title:7.1 August 25,2021 Minutes Item Page Number:3 CITY OF MENIFEE SUBJECT: “Popeyes Restaurant” Conditional Use Permit No. PLN20- 0347 and Plot Plan No. PLN20-0348 MEETING DATE: September 22, 2021 TO: Planning Commission PREPARED BY: Russell Brown, Associate Planner REVIEWED BY: Orlando Hernandez, Planning Manager APPROVED BY: Cheryl Kitzerow, Community Development Director APPLICANT: Alan Breton, Marks Architects -------------------------------------------------------------------------------------------------------- RECOMMENDED ACTION 1. Conduct a Public Hearing; and 2. Adopt a Resolution approving Plot Plan No. PLN20-0348, subject to the Conditions of Approval; and 3. Adopt a Resolution approving Conditional Use Permit No. PLN20-0347, subject to the Conditions of Approval. PROJECT DESCRIPTION Plot Plan (PP) No. PLN20-0348 proposes the construction of a new 2,364 square foot quick- serve restaurant (Popeyes) at a 0.96-acre (41,908 square foot) vacant site located at 26765 Newport Road. The project consists of site improvements that include a new commercial trash enclosure, new parking lot and site landscaping. The project also includes a master sign program for the project site which contains general specifications for materials, sign area, number of signs allowed, directional signage, menu boards, and general locations for all signs. The master sign program also includes one free-standing monument sign and a 94.86 sq. ft. painted mural consistent with the Popeyes national logo/branding. Conditional Use Permit (CUP) No. PLN20-0347 allows for the quick-serve restaurant with drive- thru facilities in the Economic Development Corridor – Newport Road (EDC-NR) Subarea. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:1 City of Menifee Planning Commission “Popeyes” CUP No. PLN20-0347 & PP No. PLN20-0348 September 22, 2021 Page 2 of 10 6 9 2 LOCATION The site is located south of Newport Road, west of Winterhawk Road, north of Rim Creek Path, and east of Evans Road at 26765 Newport Road (APN 360-020-029). GENERAL PLAN/ZONING The project site zoning classification and General Plan land use designation is Economic Development Corridor – Newport Road (EDC-NR). The Newport Road subarea is intended for neighborhood-oriented commercial, office and institutional uses that support residential communities and development in the vicinity of this major traffic corridor. A quick-serve restaurant with drive-thru facilities may be permitted within the EDC-NR Subarea with the approval of a Conditional Use Permit. The project is consistent with the zoning classification and General Plan land use designation and is compatible with surrounding zoning and General Plan land uses. See the General Plan Land Use Map on the following page. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:2 City of Menifee Planning Commission “Popeyes” CUP No. PLN20-0347 & PP No. PLN20-0348 September 22, 2021 Page 3 of 10 6 9 2 General Plan Land Use Map DISCUSSION The project site is located approximately one mile west of Interstate 215 with frontage along Newport Road. The immediate adjacent properties to the south and west are vacant; however, the general area is developed with a mix of commercial and residential uses. Site Plan, Access and Circulation The project proposes two points of access, one off Newport Road (via Wingate Lane) and the second is shared access off Winterhawk Road, bisecting an existing car wash and tire shop. The proposed project will require that the applicant enter into a reciprocal access agreement with the property owners to the east (car wash and tire shop). See the site plan on the following page. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:3 City of Menifee Planning Commission “Popeyes” CUP No. PLN20-0347 & PP No. PLN20-0348 September 22, 2021 Page 4 of 10 6 9 2 Site Plan The proposed 2,364 square foot building is located nearest the northeastern corner of the site, adjacent to Newport Road. The project includes two drive-thru lanes prior to the menu boards which allows for a total stacking of 10 standard size vehicles, exceeding the minimum amount required by the development code (6 required). A masonry block trash enclosure is located nearest the southwest corner of the project site. Based on the square footage of the building and the number of employees, a total of 22 parking spaces are required, however, 24 are being proposed. A decorative bicycle rack supporting at Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:4 City of Menifee Planning Commission “Popeyes” CUP No. PLN20-0347 & PP No. PLN20-0348 September 22, 2021 Page 5 of 10 6 9 2 least two bicycles is being proposed to the left of the primary entrance along the front of the building. Zoning Code Requirement Spaces Required Spaces Proposed Restaurant – 8 spaces per 1000 sq. ft. 8 x 2.364 = 18.91 spaces Per Employee - 1 space per 2 employees 6 employees / 2 = 3 spaces Total:22 spaces required 24 spaces proposed Based on the City of Menifee Traffic Impact Analysis Guidelines for Vehicle Miles Traveled (VMT), the proposed use of the Project is considered local-serving and will shorten existing trips by providing better access to a restaurant establishment (less than 50,000 square feet), and therefore, would screen out from additional VMT review under “Step 3: Project Type Screening”. The project would also screen out under “Step 2: Low VMT Area Screening” since the project is located within a low VMT-generating traffic analysis zone (TAZ) based on the Western Riverside Council of Governments (WRCOG) screening tool. Therefore, VMT analysis was not required. Landscaping and Screening The project includes a total of 12,750 sq. ft. of landscaped area, of which, 8,164 sq. ft. (excludes ROW and front yard setback) counts towards the required on-site landscape area. 8,164 sq. ft. equates to approximately 24 percent of the applicable project area (10 percent is required by the City’s Landscape Ordinance). All parking lot areas will contain landscape screening in the form of trees and hedges. The parking lot will consist of planters and shade trees used to shade cars and pedestrian walkways, reduce glare, screen the building mass, and limit noise caused by vehicular traffic. The northern terminus of the drive-thru will consist of a low decorative screen wall (not to exceed 4-feet in height) and a variety of plantings to assist in screening the drive-thru customer headlights from overflowing onto Newport Road. The front yard setback between the building and the Newport Road Right-of-way will contain a buffer consisting of the drive-thru exit lane, landscaping and monument signage. A combination of vines and flowering shrubs will soften the visual appearance of the proposed masonry trash enclosure located near the southwest corner of the project site. See the Landscape Plan on the following page. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:5 City of Menifee Planning Commission “Popeyes” CUP No. PLN20-0347 & PP No. PLN20-0348 September 22, 2021 Page 6 of 10 6 9 2 Landscape Plan Exterior Architecture The project was reviewed for compliance with the City-wide Design Guidelines. The proposed site is consistent with these guidelines and compatible with the architecture of the adjacent commercial sites. The proposed building is the latest franchise design model of Popeyes Restaurants and consists of modern architectural elements including, but not limited to, flat metal canopies/awnings, fiber cement siding (wooden appearance), accent brick veneer towers and a smooth exterior plaster finish. The roof lines are broken up to reduce the overall mass of the Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:6 City of Menifee Planning Commission “Popeyes” CUP No. PLN20-0347 & PP No. PLN20-0348 September 22, 2021 Page 7 of 10 6 9 2 building and the four-sided tower elements provide additional depth and relief. All roof-top mechanical equipment is screened behind the parapet wall and will not be visible from the adjacent right-of-way. North Elevation – Facing Newport Road South Elevation Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:7 City of Menifee Planning Commission “Popeyes” CUP No. PLN20-0347 & PP No. PLN20-0348 September 22, 2021 Page 8 of 10 6 9 2 West Elevation East Elevation Mural Signage/Master Sign Program A painted mural is a part of Popeyes new nationally recognized logo and can be found on new Popeyes buildings across the United States. The City of Menifee Municipal Code Chapter 9.220, Section 9.220.040, “Prohibited Signs,” prohibits painted signs, such as signs painted upon a fence, unless a noncommercial mural or part of a master sign program. The applicant is proposing a master sign program that would allow for a 94.86 sq. ft. (11’2” x 8’6”) painted mural that will be on the brick veneer tower located on the western elevation of the building (parking lot facing). Given the fact that the painted mural would be a part of a master sign program, the mural is allowable by the code, as long, as it is approved by the Planning Commission via a sign program. See the proposed mural on the following page. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:8 City of Menifee Planning Commission “Popeyes” CUP No. PLN20-0347 & PP No. PLN20-0348 September 22, 2021 Page 9 of 10 6 9 2 The applicant is also proposing the following signage within the master sign program: one (1) 24 square foot (6’x4’) monument sign, three (3) wall signs ranging in size from 25.4 square feet to 44.9 square feet, four (4) menu boards (2 per drive-thru lane), two (2) clearance bars and three (3) on-site directional signs. ENVIRONMENTAL DETERMINATION The project is exempt from CEQA per Section 15303 “New Construction or Conversion of Small Structures.” This exemption is for the construction and location of limited numbers of new, small facilities or structures; installation of small new equipment and facilities in small structures; and the conversion of existing small structures from one use to another where only minor modifications are made in the exterior of the structure. The numbers of structures described in this section are the maximum allowable on any legal parcel. Examples of this exemption include but are not limited to: c) A store, motel, office, restaurant or similar commercial or institutional structure not involving the use of significant amounts of hazardous substances, and not exceeding 2500 square feet in floor area. In urbanized areas, the exemption also applies to up to four such commercial buildings not exceeding 10,000 square feet in floor area on sites zoned for such use, if not involving the use of significant amounts of hazardous substances where all necessary public services and facilities are available, and the surrounding area is not environmentally sensitive. The proposed structure does not exceed 2500 square feet and the restaurant use will not involve the use of significant amounts of hazardous substances nor is the project located within an environmentally sensitive area. Lastly, public services and facilities will be available to the proposed project. FINDINGS Findings for the Plot Plan and Conditional Use Permit are included in the attached resolution. PUBLIC NOTICE The proposed project was noticed on September 10, 2021, for the September 22, 2021 Planning Commission hearing. A public notice was published within The Press Enterprise. Notices were also mailed to property owners within a 400-foot radius of the project site and posted on the project site. All relevant public agencies were also notified of the public hearing. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:9 City of Menifee Planning Commission “Popeyes” CUP No. PLN20-0347 & PP No. PLN20-0348 September 22, 2021 Page 10 of 10 6 9 2 ATTACHMENTS 1. Project Summary Table 2. Plot Plan Resolution 3. Plot Plan Conditions of Approval 4. Conditional Use Permit Resolution 5. Conditional Use Permit Conditions of Approval 6. Exhibits 7. Master Sign Program 8. Public Hearing Notice Package Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:10 PROJECT SUMMARY TABLE Summary of Pertinent Land Use and Policy Designations for Proposed Project Category Information General Plan General Plan Land Use Designation Economic Development Corridor – Newport Road (EDC-NR) Surrounding General Plan Land Use Designation North: 2.1-5 du/ac Residential (2.1-5R) South: Economic Development Corridor – Newport Road (EDC-NR) West: Economic Development Corridor – Newport Road (EDC-NR) East: Economic Development Corridor – Newport Road (EDC-NR) Zoning Existing Zoning Classification Economic Development Corridor – Newport Road (EDC-NR) Surrounding Zoning Classification North: Low Density Residential (LDR-2) South: Economic Development Corridor – Newport Road (EDC-NR) West: Economic Development Corridor – Newport Road (EDC-NR) East: Economic Development Corridor – Newport Road (EDC-NR) Other Information Existing Use Vacant Surrounding Uses North: Residential South: Vacant/Commercial East: Commercial (Car Wash) West: Vacant/Commercial Gross Acreage .962 acres Building Square Footage 2,364 sq. ft. (proposed) Floor Area Ratio .056 or 5.6% proposed, 1.0 or 100% allowed Parking Required/Parking Proposed 22 parking spaces / 24 parking spaces Landscaping Required/Landscaping Proposed 3,369.5 sf./8,164.2 sf. Assessor Parcel Numbers 360-020-029 Environmental Review CEQA Exempt – 15303 “New Construction or Conversion of Small Structures” Policy Areas Mt. Palomar Lighting Influence Area District Information School: Menifee Union School District & Perris Union High School District Water/Sewer: Eastern Municipal Water District Flood Control: Riverside County Flood Control District (flood plain review not required) ALUC: N/A Fees 1. Development Impact Fees (DIF) 2. Western Riverside Multi-Species Habitat Conservation Plan (WRMSHCP) fee (Ord. No. 810) 3. Stephen’s Kangaroo Rat fees (Ord. No. 663) 4. Western Transportation Uniform Mitigation Fee (Ord. No. 824) 5. Road and Bridge Benefit District Fees (RBBD) Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:11 Summary of Pertinent Land Use and Policy Designations for Proposed Project Category Information 6. Subsequent review fees on an hourly basis per Resolution No. 18-741 (Cost of Services Fee Study) Letters Received None Source: Planning case file and GIS system, August 2021 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:12 RESOLUTION PC 21-____ A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MENIFEE, CALIFORNIA APPROVING PLOT PLAN NO. PLN20-0348, WITH MASTER SIGN PROGRAM FOR POPEYES RESTAURANT LOCATED SOUTH OF NEWPORT ROAD, NORTH OF RIM CREEK PATH, EAST OF EVANS ROAD AND WEST OF WINTERHAWK ROAD (APN: 360-020-029) Whereas, on December 9, 2020, the applicant, Alan Breton, on behalf of DMSD Property, LLC., filed a formal application with the City of Menifee for the approval of Plot Plan No. PLN20-0348 for new construction of a new 2,364 square foot quick-serve restaurant (Popeye’s) and full site improvements (including site landscaping and parking lot); and, Whereas, on December 9, 2020, the applicant, Alan Breton, on behalf of DMSD Property, LLC., filed a formal application with the City of Menifee for the approval of a Master Sign Program; and, Whereas, on December 9, 2020, the applicant, Alan Breton, on behalf of DMSD Property, LLC., filed a formal application with the City of Menifee for the approval of Conditional Use Permit No. PLN20-0347 to allow the operation of a quick serve restaurant with associated drive-thru facilities within the Economic Development Corridor – Newport Road (EDC-NR); and, Whereas, on September 22, 2021, the Planning Commission of the City of Menifee held a public hearing on the Project, considered all public testimony as well as all materials in the staff report and accompanying documents for Plot Plan No. PLN20- 0348, which hearing was publicly noticed by a publication in The Press Enterprise, a newspaper of general circulation, an agenda posting, and notice to property owners within 400 feet of the Project boundaries, and to persons requesting public notice and on-site posting; and NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Menifee makes the following Findings: Section 1:The proposed project is consistent with the adopted General Plan and any applicable specific plan. Consistency with General Plan The project site zoning classification and General Plan land use designation is Economic Development Corridor – Newport Road (EDC-NR). The Newport Road subarea is intended for neighborhood-oriented commercial and office uses that support residential communities and development in the vicinity of this major traffic corridor. The quick serve restaurant will serve the adjacent residential communities and local businesses. The project is consistent with the General Plan land use designation and is compatible with surrounding General Plan land uses. In addition, the project is consistent with the following City of Menifee General Plan policies: Project Design/ Building Design Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:13 Resolution No PC 21-____ Plot Plan No. PLN20-0348 September 22, 2021 CD-5: Economic Development Corridors that are visually distinctive and vibrant and combine commercial, industrial, residential, civic, cultural, and recreational uses. CD-3: Projects, developments, and public spaces that visually enhance the character of the community and are appropriately buffered from dissimilar land uses so that differences in type and intensity do not conflict. The Newport Road Corridor is intended to provide neighborhood-oriented commercial uses that support the adjacent residential development. The use combined with the vibrant architecture creates a visually distinctive site within the EDC-NR subarea of the General Plan with high quality architecture and site design. CD-3.22: Incorporate visual buffers, including landscaping, equipment and storage area screening, and roof treatments, on properties abutting either Interstate 215 or residentially designated property. CD-6: Attractive landscaping, lighting, and signage that conveys a positive image of the community. CD-3.17: Encourage the use of creative landscape design to create visual interest and reduce conflicts between different land uses. The public parkway and on-site landscaping in the form of low shrubs and trees will assist in screening on-site parking and vehicular activity. Perimeter landscaping and a 4- foot low screen wall have been included to visually screen the drive-thru traffic and vehicular headlights from surrounding roadways. A masonry block trash enclosure with a decorative cap will have landscape vines on the exterior at 10 feet on center and an overhead decorative trellis and will screen the trash bins. All mechanical roof equipment will be hidden behind the decorative parapet feature. All proposed structures will utilize complementary colors, materials, and architectural features and, therefore, will be functionally and visually integrated. Community Design Features - Lighting CD-6.4  Require that lighting and fixtures be integrated with the design and layout of a project and that they provide a desirable level of security and illumination. CD-6.5  Limit light leakage and spillage that may interfere with the operations of the Palomar Observatory. The project is required to include lighting and security cameras at the entrances as well as within the property and the site has been designed to limit concealed areas to allow for greater visibility and security. Adequate onsite lighting will be provided for security and visibility. The project has been conditioned for all lighting fixtures to comply with Ordinance No. 2009-24, “Dark Sky Ordinance”, which will have the effect of limiting leakage and spillage of light. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:14 Resolution No PC 21-____ Plot Plan No. PLN20-0348 September 22, 2021 Section 2:Consistency with the Development Code. The Plot Plan meets all applicable standards for development and provisions of the Development Code: The project site zoning classification and General Plan land use designation is Economic Development Corridor – Newport Road (EDC-NR). As previously stated, the Newport Road subarea is intended for neighborhood-oriented commercial and office uses that support residential communities and development in the vicinity of this major traffic corridor. A quick serve restaurant with drive-thru facilities may be permitted within the EDC-NR Subarea with the approval of a Conditional Use Permit. The General Plan Land Use Designation and Zoning classification of the Economic Development Corridor are consistent and compatible with one another. The proposed Project meets all applicable standards of development and operation of the City’s Zoning Code, including any applicable specific use regulations. The Project meets all the Development Code standards of Title 9, including but not limited to, parking requirements, setbacks, landscape coverage, floor area ratio (FAR) and height requirements of the EDC-NR zone. The project is compatible with the surrounding land uses, General Plan land use designations, and zoning classifications subject to Planning Commission approval. The project incorporates architecture and landscaping which will enhance the area. Section 3: Surrounding Uses. The establishment, maintenance, or operation of the proposed Project will not be detrimental to the health, safety, or general welfare of persons residing or working in the neighborhood of such use or to the general welfare of the City. The Project is compatible with the surrounding land uses, General Plan land use designations, and zoning classifications and is adequately sized, shaped, designed and located to accommodate the proposed uses. As noted above in Sections 1 and 2, the Project includes uses that are compatible and serve surroundings residents and businesses. The Project has been reviewed by a variety of Departments to ensure compliance with applicable regulations, including, but not limited to City of Menifee Building and Safety Department, Engineering and Public Works Department, Fire Department, Menifee Police Department, and Riverside County Environmental Health Department. These Departments have also provided conditions of approval as appropriate to ensure compliance with applicable regulations. Therefore, the project would not create conditions materially detrimental to the public health, safety and general welfare or injurious to or incompatible with other properties or land uses in the project vicinity. The project is consistent with the zoning code. Section 4:Compliance with CEQA. Processing and approval of the permit application are in compliance with the requirements of the California Environmental Quality Act. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:15 Resolution No PC 21-____ Plot Plan No. PLN20-0348 September 22, 2021 The project is determined to be Categorically Exempt under Section 15303, “New Construction or Conversion of Small Structures” under the California Environmental Quality Act (CEQA) and CEQA Guidelines. This exemption is for the construction and location of limited numbers of new, small facilities or structures; installation of small new equipment and facilities in small structures; and the conversion of existing small structures from one use to another where only minor modifications are made in the exterior of the structure. The numbers of structures described in this section are the maximum allowable on any legal parcel. Examples of this exemption include but are not limited to: c) A store, motel, office, restaurant or similar commercial or institutional structure not involving the use of significant amounts of hazardous substances, and not exceeding 2500 square feet in floor area. In urbanized areas, the exemption also applies to up to four such commercial buildings not exceeding 10,000 square feet in floor area on sites zoned for such use, if not involving the use of significant amounts of hazardous substances where all necessary public services and facilities are available, and the surrounding area is not environmentally sensitive. The proposed structure does not exceed 2500 square feet and the restaurant use will not involve the use of significant amounts of hazardous substances nor is the project located within an environmentally sensitive area. Lastly, public services and facilities will be available to the proposed project. Major Master Sign Program Findings: Section 5: The design, location, and scale of proposed signs for the integrated development are in keeping with the architectural character of the development. The proposed master sign program includes regulations for a free-standing sign, wall signs and a mural/painted sign at the project site. The proposed free-standing sign has been designed to incorporate modern elements which can be found on the proposed building. The proposed signage will be consistent with the proposed architectural theme. Therefore, the design, location, and scale of proposed signs for the integrated development are in keeping with the architectural character of the development. Section 6: The design, location, and scale of proposed signs will not adversely affect the interests of the public or the interests of residents and property owners in the vicinity of the project. As previously mentioned, the proposed free-standing sign has been designed in a manner that is consistent with the architectural theme used throughout the development. The proposed location and scale of the freestanding sign was reviewed by City staff to ensure line of sight issues or other conflicts would not occur. The proposed free-standing sign would enhance the overall development and would aid in identifying the development to the public. Therefore, the design, location, and scale of the proposed free-standing sign will not adversely affect the interests of the public or the interests of residents and property owners in the vicinity of the project. Section 7: The proposed signs are consistent with the purposes of the General Plan or any applicable specific plan or development agreement. As mentioned in Section No. 1, above, the General Plan land use designation of the site is Economic Development Corridor – Newport Road (EDC-NR). The proposed master Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:16 Resolution No PC 21-____ Plot Plan No. PLN20-0348 September 22, 2021 sign program is for a proposed commercial development which includes regulations for free-standing signage, wall signage and a mural/painted sign for the development. The proposed program was reviewed against the City’s General Plan and Zoning code and was found to be consistent with all standards and regulations. BE IT FURTHER RESOLVED, the Planning Commission of the City of Menifee hereby approves Plot Plan No. PLN20-0348 subject to the following: 1. The Findings set out above are true and correct. 2. Plot Plan No. PLN20-0348 is hereby approved subject to the Conditions of Approval set forth in the attachments to this Resolution. PASSED, APPROVED AND ADOPTED this the 22nd day of SEPTEMBER, 2021. _________________________ Benjamin Diederich, Chairman Attest: _______________________________ Stephanie Roseen, Deputy City Clerk Approved as to form: ______________________________ Thai Phan, Assistant City Attorney Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:17 EXHIBIT “1” CONDITIONS OF APPROVAL Planning Application No.: “Popeyes” Restaurant Plot Plan No. PLN20-0348 Project Description: Plot Plan (PP) No. PLN20-0348 construction of a new 2,364 square foot quick-serve restaurant (Popeyes) at a .96- acre (41,908 square foot) vacant site located at 26765 Newport Road. The project also consists of site improvements that include a new commercial trash enclosure, new parking lot and site landscaping. The project also includes a master sign program for the project site which contains general specifications for materials, sign area, number of signs allowed, directional signage, menu boards, and general locations for all signs. The master sign program also includes free-standing monument sign and a 94.86 sq. ft. painted mural consistent with the Popeyes national logo/branding. Associated Applications: Conditional Use Permit (CUP) No. PLN20-0347 allows for the quick-serve restaurant with drive-thru facilities in the Economic Development Corridor – Newport Road (EDC- NR) Subarea. Assessor's Parcel No.:360-020-029 MSHCP Category:Commercial DIF Category:Retail Commercial TUMF Category:Per WRCOG SKR Category:Discretionary permit on greater than ½ (0.5 acres) Quimby Category:N/A Approval Date:September 22, 2021 Expiration Date:September 22, 2024 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:18 Plot Plan No. PLN20-0348 2 of 61 Within 48 Hours of the Approval of This Project 1.Filing Notice of Exemption (NOE). The applicant/developer shall deliver to the Community Development Department, a cashier's check or money order made payable to the County Clerk in the amount of fifty dollars ($50) for the County administrative fee, to enable the City to file the Notice of Exemption (NOE) for the project within forty-eight (48) hours of the approval of the project. 2.Indemnification. Applicant/developer shall indemnify, defend, and hold harmless the City of Menifee and its elected city council, appointed boards, commissions, committees, officials, employees, volunteers, contractors, consultants, and agents from and against any and all claims, liabilities, losses, fines, penalties, and expenses, including without limitation litigation expenses and attorney’s fees, arising out of either the City’s approval of the Project or actions related to the Property or the acts, omissions, or operations of the applicant/developer and its directors, officers, members, partners, employees, agents, contractors, and subcontractors of each person or entity comprising the applicant/developer with respect to the ownership, planning, design, construction, and maintenance of the Project and the Property for which the Project is being approved. In addition to the above, within 15 days of this approval, the developer/applicant shall enter into an indemnification agreement with the City. The indemnification agreement shall be substantially the same as the form agreement currently on file with the City. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:19 Plot Plan No. PLN20-0348 3 of 61 Section I: Conditions Applicable to All Departments Section II: Community Development Department Conditions of Approval Section III: Engineering/Grading/Transportation Conditions of Approval Section IV: Building and Safety Department Conditions of Approval Section V: Riverside County Fire Department Conditions of Approval Section VI: Riverside County Environmental Health Conditions of Approval Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:20 Plot Plan No. PLN20-0348 4 of 61 Section I: Conditions Applicable to All Departments Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:21 Plot Plan No. PLN20-0348 5 of 61 General Conditions 1.Definitions. The words identified in the following list that appear in all capitals in the attached conditions of Conditional Use Permit (CUP) No. PLN20-0347 and Plot Plan (PP) No. PLN20-0348 shall be henceforth defined as follows: APPROVED EXHIBITS contain the following plans dated 9/3/21: Site Plan Landscape Plan Grading Plan Materials and Colors Floor Plan Photometric Plan Elevations Master Sign Plan 2.Ninety (90) Days. The permittee has ninety (90) days from the date of approval of these conditions to protest, in accordance with the procedures set forth in Government Code Section 66020, the imposition of any and all fees, dedications, reservations and/or other exactions imposed on this project as a result of this approval or conditional approval of this project. 3.City of Menifee. The City of Menifee is a new City, incorporated on October 1, 2008; the City is studying and adopting its own ordinances, regulations, procedures, processing and development impact fee structure. In the future the City of Menifee will identify and put in place various processing fees to cover the reasonable cost of the services provided. The City also will identify and fund mitigation measure under CEQA through development impact fees. Such fees may include but are not limited to processing fees for the costs of providing planning services when development entitlement applications are submitted, which fees are designed to cover the full cost of such services, and development impact fees to mitigate the impact of the development proposed on public improvements. To the extent that Menifee may develop future financing districts to cover the costs of maintenance of improvements constructed by development, Permittee agrees to petition for formation of, annexation to or inclusion in any such financing district and to pay the cost of such formation, annexation or inclusion. The permittee acknowledges it is on notice of the current development fees and understands that such fees will apply at the levels in effect at the time the fee condition must be met as specified herein. 4.Comply with All Conditions. The applicant/developer shall comply with all terms and conditions of Conditional Use Permit (CUP) No. PLN20-0347 and Plot Plan (PP) No. PLN20-0348. 5.Revocation. In the event the use hereby permitted under this permit, a) is found to be in violation of the terms and conditions of this permit, b) is found to have been obtained by fraud or perjured testimony, or c) is found to be detrimental to the public health, safety or general welfare, or is a public nuisance, this permit shall be subject to the revocation procedures. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:22 Plot Plan No. PLN20-0348 6 of 61 6.Business License. Every person conducting a business within the City of Menifee shall obtain a business license, as required by the Menifee Municipal Code. For more information regarding business licensing, contact the City of Menifee. 7.Modifications or Revisions. The permittee shall obtain City approval for any modifications or revisions to the approval of this project. 8.Expiration Date. This approval shall be used within three (3) years of the approval date; otherwise, it shall become null and void and of no effect whatsoever. By use is meant the beginning of substantial construction contemplated by this approval within three (3) year period which is thereafter diligently pursued to completion or to the actual occupancy of existing buildings or land under the terms of the authorized use. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:23 Plot Plan No. PLN20-0348 7 of 61 Section II: Community Development Department Conditions of Approval Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:24 Plot Plan No. PLN20-0348 8 of 61 General Conditions 10.Comply with Ordinance. The development of these premises shall comply with the standards of the City Municipal Code and all other applicable ordinances and State and Federal codes. The development of the premises shall conform substantially with that as shown on APPROVED EXHIBITS unless otherwise amended by these conditions of approval. 11.Subsequent Submittals. Any subsequent submittals required by these conditions of approval, including but not limited to grading plan or building plan shall be reviewed on an hourly basis (research fee), or other such review fee as may be in effect at the time of submittal, as required by Resolution No. 18-741 (Cost of Services Fee Study), or any successor thereto. Each submittal shall be accompanied with a letter clearly indicating which condition or conditions the submittal is intended to comply with. 12.Completion of Conditions Prior to Operations. The proposed use approved under Conditional Use Permit (CUP) No. PLN20-0347 and Plot Plan (PP) No. PLN20-0348 shall not be established or operated until all required conditions (e.g., road pavement, landscaping installation, building improvements, etc.) of this Conditional Use Permit and Plot Plan have been completed to the satisfaction of the City. 13.Outside Lighting. Any outside lighting shall be hooded and directed so as not to shine directly upon adjoining property or public rights-of-way and so as to prevent either the spillage of lumens or reflection into the sky. 14.Colors and Materials. Building colors and materials shall be in substantial conformance with those shown on APPROVED EXHIBITS. 15.Parking. Parking for the project site was determined through the Parking & Loading Standards in Chapter 9.215 of the City of Menifee Municipal Code as shown below. Based on the square footage of the building (2,364 sf.) and the maximum number of employees during peak work hours (6), a total of 22 parking spaces are required, however, 24 are being proposed. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:25 Plot Plan No. PLN20-0348 9 of 61 ADA Parking Spaces: A minimum of three (3) accessible parking spaces for persons with disabilities shall be provided consistent with ADA requirements and as approved by the City of Menifee Building and Safety Department. The location of ADA parking and paths of travel will be finalized on the final site plan of the proposed project. Each parking space reserved for persons with disabilities shall be identified by a permanently affixed reflectorized sign constructed of porcelain on steel, beaded text or equal, displaying the International Symbol of Accessibility. The sign shall not be smaller than seventy (70) square inches in area and shall be centered at the interior end of the parking space at a minimum height of eighty (80) inches from the bottom of the sign to the parking space finished grade or centered at a minimum height of thirty-six (36) inches from the parking space finished grade, ground, or sidewalk. A sign shall also be posted in a conspicuous place, at each entrance to the off- street parking facility, not less than seventeen (17) inches by twenty-two (22) inches, clearly and conspicuously stating the following: "Unauthorized vehicles not displaying distinguishing placards or license plates issued for physically handicapped persons may be towed away at owner's expense. Towed vehicles may be reclaimed at ___ or by telephoning ___." In addition to the above requirements, the surface of each parking space shall have a surface identification sign duplicating the symbol of accessibility in blue paint of at least three (3) square feet in size. Bicycle Racks: One (1) bicycle space is required per every 25 required parking spaces (min. 2). Bicycle racks or lockers with a minimum of two (2) spaces shall be provided as shown on APPROVED EXHIBITS to facilitate bicycle access to the project area. The bicycle racks shall be shown on project landscaping and improvement plans submitted for Community Development Department approval and shall be installed in accordance with those plans. 16.Signs. A master sign program has been approved with this application. All signs shall be consistent with the approved master sign program, APPROVED EXHIBITS. Building permits for all signage shall be reviewed and approved by the Community Development Department to confirm conformance with the approved sign program. 17.No Outdoor Advertising. No outdoor advertising display, sign or billboard (not including on-site advertising or directional signs) shall be constructed or maintained within the property subject to this approval. 18.Reclaimed Water. The permittee shall connect to a reclaimed water supply for landscape watering purposes when secondary or reclaimed water is made available to the site as required by Eastern Municipal Water District. 19.Exterior Noise Levels. Facility-related noise, as projected to any portion of any surrounding property containing a "sensitive receiver, habitable dwelling, hospital, school, library or nursing home", must not exceed the following worst-case noise levels 45 dB(A) – 10-minute noise equivalent level ("leq"), between the hours of Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:26 Plot Plan No. PLN20-0348 10 of 61 10:00 p.m. to 7:00 a.m. (nighttime standard) and 65 dB (A) – 10-minute leq, between 7:00 a.m. and 10:00 p. m. (daytime standard). 20.No Outdoor Storage. No outdoor storage is allowed within or upon the site. No storage lockers, sheds, metal container bins or metal shipping containers will be allowed to be stored outside the building unless first reviewed and approved by the Community Development Department. 21.No Permanent Occupancy. No permanent occupancy shall be permitted within the property approved under this plot plan as a principal place of residence. No person shall be entitled to vote using an address within the premises as a place of residence. 22.Hours of Construction. Pursuant to Menifee Municipal Code, any construction within the city located within one-fourth mile from an occupied residence shall be permitted Monday through Saturday, except nationally recognized holidays, 6:30 a.m. to 7:00 p.m. There shall be no construction permitted on Sunday or nationally recognized holidays unless approval is obtained from the City Building Official or City Engineer. 23.SCAQMD Rule 402. The project will comply with existing SCAQMD Rule 402 which prohibits a person from discharging any source quantities of air contaminants or other material which cause injury, nuisance, or annoyance to any considerable number of persons or to the public. 24.Rules for Construction Activities. The applicant shall adhere to the Best Available Control Measures (BACMs). SCAQMD Rules that are currently applicable during construction activity for the project include but are not limited to: Rule 1113 (Architectural Coatings); Rule 431.2 (Low Sulfur Fuel); Rule 403 (Fugitive Dust); and Rule 1186 / 1186.1 (Street Sweepers). The specific Rule 403 regulatory requirements that are applicable to the project are as follows: All clearing, grading, earth-moving, or excavation activities shall cease when winds exceed 25 mph per SCAQMD guidelines in order to limit fugitive dust emissions. The contractor shall ensure that all disturbed unpaved roads and disturbed areas within the project are watered at least three times daily during dry weather. Watering, with complete coverage of disturbed areas, shall occur at least three times a day, preferably in the midmorning, afternoon, and after work is done for the day. Implementation of this measure is estimated to reduce PM10 and PM2.5 fugitive dust emissions by approximately 61%. The contractor shall ensure that traffic speeds on unpaved roads and project site areas are reduced to 15 miles per hour or less to reduce PM10 and PM2.5 fugitive dust haul road emissions by approximately 44%. 25.Recreational Vehicle Parking. No overnight recreational vehicle parking or camping will be allowed within the site. ARCHEOLOGY Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:27 Plot Plan No. PLN20-0348 11 of 61 26.Human Remains. If human remains are encountered, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the Riverside County Coroner has made the necessary findings as to origin. Further, pursuant to Public Resource Code Section 5097.98(b) remains shall be left in place and free from disturbance until a final decision as to the treatment and disposition has been made. If the Riverside County Coroner determines the remains to be Native American, the Native American Heritage Commission shall be contacted within the period specified by law (24 hours). Subsequently, the Native American Heritage Commission shall identify the "most likely descendant." The most likely descendant shall then make recommendations and engage in consultation concerning the treatment of the remains as provided in Public Resources Code Section 5097.98. 27.Non-Disclosure of Location Reburials. It is understood by all parties that unless otherwise required by law, the site of any reburial of Native American human remains or associated grave goods shall not be disclosed and shall not be governed by public disclosure requirements of the California Public Records Act. The coroner, pursuant to the specific exemption set forth in California Government Code 6254 (r)., parties, and Lead Agencies, will be asked to withhold public disclosure information related to such reburial, pursuant to the specific exemption set forth in California Government Code 6254 (r). 28.Inadvertent Archeological Find. If during ground disturbance activities, unique cultural resources are discovered that were not assessed by the archaeological report(s) and/or environmental assessment conducted prior to project approval, the following procedures shall be followed. Unique cultural resources are defined, for this condition only, as being multiple artifacts in close association with each other, but may include fewer artifacts if the area of the find is determined to be of significance due to its sacred or cultural importance as determined in consultation with the Native American Tribe(s). i. All ground disturbance activities within 100 feet of the discovered cultural resources shall be halted until a meeting is convened between the developer, the archaeologist, the tribal representative(s) and the Community Development Director to discuss the significance of the find. ii. At the meeting, the significance of the discoveries shall be discussed and after consultation with the tribal representative(s) and the archaeologist, a decision shall be made, with the concurrence of the Community Development Director, as to the appropriate mitigation (documentation, recovery, avoidance, etc.) for the cultural resources. iii. Grading of further ground disturbance shall not resume within the area of the discovery until an agreement has been reached by all parties as to the appropriate mitigation. Work shall be allowed to continue outside of the buffer area and will be monitored by additional Tribal monitors if needed. iv. Treatment and avoidance of the newly discovered resources shall be consistent with the Cultural Resources Management Plan and Monitoring Agreements entered into with the appropriate tribes. This may include avoidance of the cultural resources through project design, in-place preservation of cultural resources located in native soils and/or re-burial on the Project property so they are not subject to further disturbance in perpetuity as identified in Non-Disclosure of Reburial Condition. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:28 Plot Plan No. PLN20-0348 12 of 61 v. Pursuant to Calif. Pub. Res. Code § 21083.2(b) avoidance is the preferred method of preservation for archaeological resources and cultural resources. If the landowner and the Tribe(s) cannot agree on the significance or the mitigation for the archaeological or cultural resources, these issues will be presented to the City Community Development Director for decision. The City Community Development Director shall make the determination based on the provisions of the California Environmental Quality Act with respect to archaeological resources, recommendations of the project archeologist and shall take into account the cultural and religious principles and practices of the Tribe. Notwithstanding any other rights available under the law, the decision of the City Community Development Director shall be appealable to the City Planning Commission and/or City Council.” 29.Cultural Resources Disposition. In the event that Native American cultural resources are discovered during the course of grading (inadvertent discoveries), the following procedures shall be carried out for final disposition of the discoveries: a) One or more of the following treatments, in order of preference, shall be employed with the tribes. Evidence of such shall be provided to the City of Menifee Community Development Department: i. Preservation-In-Place of the cultural resources, if feasible. Preservation in place means avoiding the resources, leaving them in the place where they were found with no development affecting the integrity of the resources. ii. Reburial of the resources on the Project property. The measures for reburial shall include, at least, the following: Measures and provisions to protect the future reburial area from any future impacts in perpetuity. Reburial shall not occur until all legally required cataloging and basic recordation have been completed, with an exception that sacred items, burial goods and Native American human remains are excluded. Any reburial process shall be culturally appropriate. Listing of contents and location of the reburial shall be included in the confidential Phase IV report. The Phase IV Report shall be filed with the City under a confidential cover and not subject to Public Records Request. iii. If preservation in place or reburial is not feasible then the resources shall be curated in a culturally appropriate manner at a Riverside County curation facility that meets State Resources Department Office of Historic Preservation Guidelines for the Curation of Archaeological Resources ensuring access and use pursuant to the Guidelines. The collection and associated records shall be transferred, including title, and are to be accompanied by payment of the fees necessary for permanent curation. Evidence of curation in the form of a letter from the curation facility stating that subject archaeological materials have been received and that all fees have been paid, shall be provided by the landowner to the City. There shall be no destructive or invasive testing on sacred items, burial goods and Native American human remains. Results concerning finds of any inadvertent discoveries shall be included in the Phase IV monitoring report. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:29 Plot Plan No. PLN20-0348 13 of 61 PALEONTOLOGICAL 30.Inadvertent Paleontological Find. Should fossil remains be encountered during site development: 1) All site earthmoving shall be ceased in the area of where the fossil remains are encountered. Earthmoving activities may be diverted to other areas of the site. 2) The applicant shall retain a qualified paleontologist approved by the County of Riverside. 3) The paleontologist shall determine the significance of the encountered fossil remains. 4) Paleontological monitoring of earthmoving activities will continue thereafter on an as-needed basis by the paleontologist during all earthmoving activities that may expose sensitive strata. Earthmoving activities in areas of the project area where previously undisturbed strata will be buried but not otherwise disturbed will not be monitored. The supervising paleontologist will have the authority to reduce monitoring once he/she determines the probability of encountering any additional fossils has dropped below an acceptable level. 5) If fossil remains are encountered by earthmoving activities when the paleontologist is not onsite, these activities will be diverted around the fossil site and the paleontologist called to the site immediately to recover the remains. 6) Any recovered fossil remains will be prepared to the point of identification and identified to the lowest taxonomic level possible by knowledgeable paleontologists. The remains then will be curated (assigned and labeled with museum* repository fossil specimen numbers and corresponding fossil site numbers, as appropriate; places in specimen trays and, if necessary, vials with completed specimen data cards) and catalogued, an associated specimen data and corresponding geologic and geographic site data will be archived (specimen and site numbers and corresponding data entered into appropriate museum repository catalogs and computerized data bases) at the museum repository by a laboratory technician. The remains will then be accessioned into the museum* repository fossil collection, where they will be permanently stored, maintained, and, along with associated specimen and site data, made available for future study by qualified scientific investigators. *The City of Menifee must be consulted on the repository/museum to receive the fossil material prior to being curated. LANDSCAPING Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:30 Plot Plan No. PLN20-0348 14 of 61 31.Interim Landscaping. Graded but undeveloped land shall be maintained in a condition so as to prevent a dust and/or blow sand nuisance and shall be either planted with interim landscaping or provided with other wind and water erosion control measures as approved by the Community Development Department and the South Coast Air Quality Management District (SCAQMD). 32.Viable Landscaping. All plant materials within landscaped areas shall be maintained in a viable growth condition throughout the life of this permit. To ensure that this occurs, the Community Development Department shall require inspections in accordance with the building permit landscaping install and inspection condition. 33.Landscape Plans. All landscaping plans shall be prepared in accordance with the City’s Water Efficient Landscape Ordinance (MMC 15.04) and the City of Menifee Landscape Standards (MMC 9.195). Such plans shall be reviewed and approved by the Community Development Department, and the appropriate maintenance authority. 34.Maintenance of Landscaping. All private landscaping shall be maintained by a property owners association, individual property owner, or as otherwise established by CC&Rs. All landscaping, and similar improvements not properly maintained by a property owners association or individual property owners must be annexed into a Lighting and Landscape District, or other mechanism as determined by the City of Menifee. 35.Crime Prevention through Environmental Design Guidelines. All plants, landscaping and foliage shall fall within current CPTED (Crime Prevention through Environmental Design) guidelines. FEES 36.Subsequent Submittals and Fees. Any subsequent submittals required by these conditions of approval, including but not limited to grading plan, building plan or mitigation monitoring review, shall be reviewed on an hourly basis (research fee), or other such review fee as may be in effect at the time of submittal, as required by Resolution No. 18-741 (Cost of Services Fee Study). Each submittal shall be accompanied with a letter clearly indicating which condition or conditions the submittal is intended to comply with. Prior to Issuance of Grading Permit 37.Rough and Precise Grading Plan Review. The Community Development Department shall review the rough and precise grading plans for consistency with the approved site plan and conceptual grading plan (APPROVED EXHIBITS) and the conditions of approval. 38.AQMD Rule 402. The project developer shall implement the following measures to reduce the emissions of pollutants generated by heavy-duty diesel-powered equipment operating at the project site throughout the project construction phases. The project developer shall include in construction contracts the control measures Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:31 Plot Plan No. PLN20-0348 15 of 61 as may be required under Rule 402, at the time of development, including the following: a. Keep all construction equipment in proper tune in accordance with manufacturer’s specifications. b. Use late model heavy-duty diesel-powered equipment at the project site to the extent that it is readily available in the South Coast Air Basin (meaning that it does not have to be imported from another air basin and that the procurement of the equipment would not cause a delay in construction activities of more than two weeks). c. Use low-emission diesel fuel for all heavy-duty diesel-powered equipment operating and refueling at the project site to the extent that it is readily available and cost effective in the South Coast Air Basin (meaning that it does not have to be imported from another air basin, that the procurement of the equipment would not cause a delay in construction activities of more than two weeks, that the cost of the equipment use is not more than 20 percent greater than the cost of standard equipment (This measure does not apply to diesel-powered trucks traveling to and from the site). d. Utilize alternative fuel construction equipment (i.e., compressed natural gas, liquid petroleum gas), if equipment is readily available and cost effective in the South Coast Air Basin (meaning that it does not have to be imported from another air basin, that the procurement of the equipment would not cause a delay in construction activities of more than two weeks, that the cost of the equipment use is not more than 20 percent greater than the cost of standard equipment). e. Limit truck and equipment idling time to five minutes or less. f. Rely on the electricity infrastructure surrounding the construction sites rather than electrical generators powered by internal combustion engines to the extent feasible. g. General contractors shall maintain and operate construction equipment so as to minimize exhaust emissions. 39.Fugitive Dust Control. The permittee shall implement fugitive dust control measures in accordance with Southern California Air Quality Management District (SCAQMD) Rule 403. The permittee shall include in construction contracts the control measures required under Rule 403 at the time of development, including the following: a. Use watering to control dust generation during demolition of structures or break-up of pavement. The construction area and vicinity (500-foot radius) must be swept (preferably with water sweepers) and watered at least twice daily. Site wetting must occur often enough to maintain a 10 percent surface soil moisture content throughout all earth moving activities. All unpaved demolition and construction areas shall be wetted at least twice daily during excavation and construction, and temporary dust covers shall be used to Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:32 Plot Plan No. PLN20-0348 16 of 61 reduce dust emissions and meet SCAQMD District Rule 403. Wetting could reduce fugitive dust by as much as 50%. b. Water active grading/excavation sites and unpaved surfaces at least three times daily; c. All paved roads, parking and staging areas must be watered at least once every two hours of active operations; d. Site access points must be swept/washed within thirty minutes of visible dirt deposition; e. Sweep daily (with water sweepers) all paved parking areas and staging areas; f. Onsite stockpiles of debris, dirt or rusty material must be covered or watered at least twice daily; g. Cover stockpiles with tarps or apply non-toxic chemical soil binders; h. All haul trucks hauling soil, sand and other loose materials must either be covered or maintain two feet of freeboard; i. All inactive disturbed surface areas must be watered on a daily basis when there is evidence of wind drive fugitive dust; j. Install wind breaks at the windward sides of construction areas; k. Operations on any unpaved surfaces must be suspended when winds exceed 25 mph; l. Suspend excavation and grading activity when winds (instantaneous gusts) exceed 15 miles per hour over a 30-minute period or more, so as to prevent excessive amounts of dust; m. All haul trucks must have a capacity of no less than twelve and three- quarter (12.75) cubic yards; n. All loads shall be secured by trimming, watering or other appropriate means to prevent spillage and dust; o. Traffic speeds on unpaved roads must be limited to 15 miles per hour; p. Provide daily clean-up of mud and dirt carried onto paved streets from the site; q. Install wheel washers for all exiting trucks, or wash off the tires or tracks of all trucks and equipment leaving the site; r. All materials transported off-site shall be either sufficiently watered or securely covered to prevent excessive amount of dust; Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:33 Plot Plan No. PLN20-0348 17 of 61 s. Operations on any unpaved surfaces must be suspended during first and second stage smog alerts; and, t. An information sign shall be posted at the entrance to each construction site that identifies the permitted construction hours and provides a telephone number to call and receive information about the construction project or to report complaints regarding excessive fugitive dust generation. Any reasonable complaints shall be rectified within 24 hours of their receipt. 40.Archeologist Retained. Prior to issuance of a grading permit the project applicant shall retain a Riverside County qualified archaeologist to monitor all ground disturbing activities in an effort to identify any unknown archaeological resources. The Project Archaeologist and the Tribal monitor(s) shall manage and oversee monitoring for all initial ground disturbing activities and excavation of each portion of the project site including clearing, grubbing, tree removals, mass or rough grading, trenching, stockpiling of materials, rock crushing, structure demolition and etc. The Project Archaeologist and the Tribal monitor(s), shall have the authority to temporarily divert, redirect or halt the ground disturbance activities to allow identification, evaluation, and potential recovery of cultural resources in coordination with any required special interest or tribal monitors. The developer/permit holder shall submit a fully executed copy of the contract to the Community Development Department to ensure compliance with this condition of approval. Upon verification, the Community Development Department shall clear this condition. In addition, the Project Archaeologist, in consultation with the Consulting Tribe(s), the contractor, and the City, shall develop a Cultural Resources Management Plan (CRMP) in consultation pursuant to the definition in AB52 to address the details, timing and responsibility of all archaeological and cultural activities that will occur on the project site. A consulting tribe is defined as a tribe that initiated the AB 52 tribal consultation process for the Project, has not opted out of the AB52 consultation process, and has completed AB 52 consultation with the City as provided for in Cal Pub Res Code Section 21080.3.2(b)(1) of AB52. Details in the Plan shall include: a. Project grading and development scheduling; b. The Project archeologist and the Consulting Tribes(s) shall attend the pre- grading meeting with the City, the construction manager and any contractors and will conduct a mandatory Cultural Resources Worker Sensitivity Training to those in attendance. The Training will include a brief review of the cultural sensitivity of the Project and the surrounding area; what resources could potentially be identified during earthmoving activities; the requirements of the monitoring program; the protocols that apply in the event inadvertent discoveries of cultural resources are identified, including who to contact and appropriate avoidance measures until the find(s) can be properly evaluated; and any other appropriate protocols. All new construction personnel that will conduct earthwork or grading activities that Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:34 Plot Plan No. PLN20-0348 18 of 61 begin work on the Project following the initial Training must take the Cultural Sensitivity Training prior to beginning work and the Project archaeologist and Consulting Tribe(s) shall make themselves available to provide the training on an as-needed basis; c. The protocols and stipulations that the contractor, City, Consulting Tribe(s) and Project archaeologist will follow in the event of inadvertent cultural resources discoveries, including any newly discovered cultural resource deposits that shall be subject to a cultural resources evaluation. 45.Paleontologist Required. Prior to the issuance of grading permits, the project applicant shall retain a qualified paleontologist approved by the Community Development Department to create and implement a project-specific plan for monitoring site grading/earthmoving activities (project paleontologist). The project paleontologist retained shall review the approved development plan and shall conduct any pre-construction work necessary to render appropriate monitoring and mitigation requirements as appropriate. These requirements shall be documented by the project paleontologist in a Paleontological Resource Impact Mitigation Program (PRIMP). This PRIMP shall be submitted to the City Community Development Department for review and approval prior to the issuance of a grading permit. Information to be contained in the PRIMP, at a minimum and in addition to other industry standard and society of Vertebrate Paleontology standards, are as follows: 1. The project paleontologist shall participate in a pre-construction project meeting with development staff and construction operations to ensure an understanding of any mitigation measures required during construction, as applicable. 2. Paleontological monitoring of earthmoving activities will be conducted on an as-needed basis by the project paleontologist during all earthmoving activities that may expose sensitive strata. Earthmoving activities in areas of the project area where previously undisturbed strata will be buried but not otherwise disturbed will not be monitored. The project paleontologist or his/her assign will have the authority to reduce monitoring once he/she determines the probability of encountering fossils has dropped below an acceptable level. 3. If the project paleontologist finds fossil remains, earthmoving activities will be diverted temporarily around the fossil site until the remains have been evaluated and recovered. Earthmoving will be allowed to proceed through the site when the project paleontologist determines the fossils have been recovered and/or the site mitigated to the extent necessary. 4. If fossil remains are encountered by earthmoving activities when the project paleontologist is not on-site, these activities will be diverted around the fossil site and the project paleontologist called to the site immediately to recover the remains. 5. If fossil remains are found, fossilliferous rock will be recovered from the fossil site and processed to allow for the recovery of smaller fossil remains. Test samples may be recovered from other sampling sites in the rock unit if appropriate. 6. Any recovered fossil remains will be prepared to the point of identification and identified to the lowest taxonomic level possible by knowledgeable Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:35 Plot Plan No. PLN20-0348 19 of 61 paleontologists. The remains will then be curated (assigned and labeled with museum repository fossil specimen numbers and corresponding fossil site numbers, as appropriate; placed in specimen trays and, if necessary, vials with completed specimen data cards) and catalogued, and associated specimen data and corresponding geologic and geographic site data will be archived (specimen and site numbers and corresponding data entered into appropriate museum repository catalogs and computerized data bases) at the museum repository by a laboratory technician. The remains will then be accessioned into the museum repository fossil collection, where they will be permanently stored, maintained, and, along with associated specimen and site data, made available for future study by qualified scientific investigators. The City must be consulted on the repository/museum to receive the fossil material prior to being curated. 7. A qualified paleontologist shall prepare a report of findings made during all site grading activity with an appended itemized list of fossil specimens recovered during grading (if any). This report shall be submitted to the City for review and approval prior to final building inspection as described elsewhere in this condition set. All reports shall be signed by the project paleontologist and all other professionals responsible for the report’s content (e.g., professional geologist, professional engineer, etc.), as appropriate. Two wet-signed original copies of the report shall be submitted directly to the office of the City Community Development Department along with a copy of this condition and the grading plan for appropriate case processing and tracking. 41.Native American Monitoring (Soboba). Tribal monitor(s) shall be required on- site during all ground-disturbing activities, including grading, stockpiling of materials, engineered fill, rock crushing, etc. The land divider/permit holder shall retain a qualified tribal monitor(s) from the Soboba Band of Luiseno Indians. Prior to issuance of a grading permit, the developer shall submit a copy of a signed contract between the above-mentioned Tribe and the land divider/permit holder for the monitoring of the project to the Community Development Department and to the Engineering Department. The Native American Monitor(s) shall have the authority to temporarily divert, redirect or halt the ground-disturbance activities to allow recovery of cultural resources, in coordination with the Project Archaeologist. The Developer shall relinquish ownership of all cultural resources, including all archaeological artifacts that are of Native American origin, found in the project area for proper treatment and disposition to a curational facility that meets or exceeds Federal Curation Standards outlined in 36 CFR 79. The Applicant/Permittee shall be responsible for all curation costs. 42.Native American Monitoring (Pechanga). Tribal monitor(s) shall be required on- site during all ground-disturbing activities, including grading, stockpiling of materials, engineered fill, rock crushing, etc. The land divider/permit holder shall retain a qualified tribal monitor(s) from the Pechanga Band of Luiseno Indians. Prior to issuance of a grading permit, the developer shall submit a copy of a signed contract between the above-mentioned Tribe and the land divider/permit holder for the monitoring of the project to the Community Development Department and to the Engineering Department. The Native American Monitor(s) shall have the Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:36 Plot Plan No. PLN20-0348 20 of 61 authority to temporarily divert, redirect or halt the ground-disturbance activities to allow recovery of cultural resources, in coordination with the Project Archaeologist. The Developer shall relinquish ownership of all cultural resources, including all archaeological artifacts that are of Native American origin, found in the project area for proper treatment and disposition to a curational facility that meets or exceeds Federal Curation Standards outlined in 36 CFR 79. The Applicant/Permittee shall be responsible for all curation costs. 38.Preconstruction Burrowing Owl Survey. Pursuant to Objective 6 and Objective 7 of the Species Account for the Burrowing Owl included in the Western Riverside County Multiple Species Habitat Conservation Plan, within thirty (30) days prior to the issuance of a grading permit, a pre-construction presence/absence survey for the burrowing owl shall be conducted by a qualified biologist and the results of this presence/absence survey shall be provided in writing to the City of Menifee Community Development Department. If it is determined that the project site is occupied by the Burrowing Owl, take of "active" nests shall be avoided pursuant to the MSHCP and the Migratory Bird Treaty Act. However, when the Burrowing Owl is present, relocation outside of the nesting season (March 1 through August 31) by a qualified biologist shall be required. The City shall be consulted to determine appropriate type of relocation (active or passive) and translocation sites. Occupation of this species on the project site may result in the need to revise grading plans so that take of "active" nests is avoided or alternatively, a grading permit may be issued once the species has been actively relocated. If the grading permit is not obtained within thirty (30) days of the survey a new survey shall be required. No ground disturbance, including disking, blading, grubbing or any similar activity (except for agricultural production on-site which has been a historic and on-going use of the property) shall occur within the site until the burrowing owl study is reviewed and approved. 39.Nesting Bird Survey. If grading is to occur during the nesting season (February 1 – August 31), a nesting bird survey shall be conducted within ten (10) days prior to grading permit issuance. This survey shall be conducted by a qualified biologist holding a Memorandum of Understanding (MOU) with Riverside County. The findings shall be submitted to the City of Menifee Community Development Department for review and approval. 43.Stephen’s Kangaroo Rat Fee. Prior to the issuance of a grading permit, the applicant shall comply with the provisions of Riverside County Ordinance No. 663 (hereinafter Ordinance No. 663), which generally requires the payment of the appropriate fee set forth in that ordinance. The amount of the fee required to be paid may vary depending upon a variety of factors, including the type of development application submitted and the applicability of any fee reduction or exemption provisions contained in Ordinance No. 663. Said fee shall be calculated on the approved development project which is anticipated to be .96 -acres (gross) in accordance with APPROVED EXHIBITS. If the development is subsequently revised, this acreage amount may be modified in order to reflect the revised development project acreage amount. In the event Ordinance No. 663 is Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:37 Plot Plan No. PLN20-0348 21 of 61 rescinded, this condition will no longer be applicable. However, should Ordinance No. 663 be rescinded and superseded by a subsequent City mitigation fee ordinance, payment of the appropriate fee set forth in that ordinance shall be required. 44.Fees. Prior to the issuance of grading permits, the Community Development Department shall determine the status of any deposit-based fee accounts related to Conditional Use Permit No. PLN20-0347 and Plot Plan No. PLN20-0348. If the fees are in a negative status, the permit holder shall pay the outstanding balance. Prior to Issuance of Building Permit 45.Submit Building Plans. Prior to the issuance of a building permit, the permittee shall submit building plans with the City of Menifee Building and Safety Department for building permits. The building plans shall be in substantial conformance with APPROVED EXHIBITS. Building and Safety will require the following items: i. Plans shall be designed to the provisions of the 2019 edition (or current) of the California Building, Mechanical, Electrical and Plumbing, Energy and Green Codes. ii. Electronic set of drawings shall be submitted along with structural calculations and Title 24 Energy documentation. iii. All exterior lighting shall comply with Ordinance 2009-24, “Dark Sky Ordinance”. iv. All exterior lighting shall fall within current commercial standards. v. Separate plan submittal will be required by Riverside County Fire along with a formal transmittal issued by Building and Safety. 46.Elevations. Elevations of all buildings and structures submitted for building plan check approval shall be in substantial conformance with the elevations shown on APPROVED EXHIBITS. 47.Floor Plans. Floor plans shall be in substantial conformance with that shown on APPROVED EXHIBITS. 48.Walls. The alignments, heights, and elevations of all perimeter walls shall be in substantial conformance with the elevations shown on the APPROVED EXHIBITS. 49.Lighting. The building plans shall show the location and types of light fixtures that will be within the project site and on the building. The types of lighting fixtures used shall be subject to Community Development Department approval. The location of lighting shown on the building is for conceptual purposes only and may be relocated during the building plan check. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:38 Plot Plan No. PLN20-0348 22 of 61 All parking lot lights and other outdoor lighting shall be shown on electrical plans submitted to the Department of Building and Safety for plan check approval and shall comply with the requirements of Ordinance No. 2009-24. 50.Roof-Mounted Equipment Plans. Roof-mounted equipment shall be shielded from ground view of the following: subject Shopping Center, adjacent properties, and the adjacent rights-of-way. All building plans shall show all roof-mounted equipment and methods for screening and shall be submitted to the Community Development Department for review and approval prior to Building Permit issuance. The plans shall be approved prior to issuance of a Building Permit. Screening material shall be subject to Community Development Department approval. Community Development staff will verify that all roof-mounted equipment has been screened in compliance with the approved plans prior to final occupancy. 51.Security Systems. Prior to the issuance of Building Permits, the applicant shall prepare a security plan for the site. The security plan for this project shall include a comprehensive security camera system that clearly depicts the entire parking field. This security camera system shall be based in one of the buildings containing the management office for this development, or inside a security office located within one of the retail buildings or other place acceptable to the Menifee Police Department, that is accessible to law enforcement at all times of the day and night. This security camera system shall have a recording capacity to minimally save footage for the period of one month or as approved by the Police Department. The above camera surveillance system shall include LPR (License Plate Recognition) cameras installed at the entrances/exits to this project or as approved by the Police Department. LPR cameras are cameras specifically designed to read and record vehicle license plates as they enter and exit this complex. It should be noted that high-quality day/night vision LPR cameras are relatively inexpensive. The plan shall be approved prior to issuance of Building Permits. The Menifee Police Department and/or Community Development Department shall verify that the security system has been installed prior to final occupancy. 52.HVAC. The developer shall utilize HVAC units with the lowest sound power level shall be selected. The HVAC units shall be installed as far as possible from residential land uses. The HVAC equipment shall be enclosed or shielded from off-site properties. 53.Screening of Accessory Structures. Screening of trash receptacles within trellised enclosures and encasing mechanical equipment within small structures compatible in color and materials to the adjacent landscaping or the primary structures shall be required and methods of screening shall be included on building plans and/or landscaping plans. Transformers shall be painted to match the building and shall be substantially screened from the right-of-way and drive aisles. 54.Outdoor Seating Area. The applicant shall submit plans that include details of the outdoor seating area along with the decorative paving as shown on conceptual site plan. An example of the tables and chairs shall be provided to the Community Development Director for review and approval. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:39 Plot Plan No. PLN20-0348 23 of 61 55.Electrical Cabinets. All electrical cabinets shall be located and constructed as shown on Approved Exhibits. LANDSCAPING 56.Performance Securities. Performance securities, in amounts to be determined by the Director of Community Development to guarantee the installation of plantings, irrigation system, walls and/or fences, in accordance with the approved plan, shall be filed with the Department of Community Development. Securities may require review by City Attorney and other staff. Permit holder is encouraged to allow adequate time to ensure that securities are in place. The performance security may be released one year after structural final, inspection report, and the One-Year Post Establishment report confirms that the planting and irrigation components have been adequately installed and maintained. A cash security shall be required when the estimated cost is $2,500.00 or less. 57.Landscape and Irrigation Plans. The permittee shall submit Final Landscaping and Irrigation Plans to the Community Development Department for review and approval prior to installation. Said plan shall be submitted to the Division in the form of a plot plan application pursuant to Menifee Municipal Code along with the current fee. The plan shall be in compliance with APPROVED EXHIBIT. The plan shall address all areas and conditions of the project requiring landscaping and irrigation to be installed. The location, number, genus, species, and container size of plants shall be shown. Emphasis shall be placed on using plant species that are drought tolerant and which have low water usage. Landscaping and Irrigation Plot Plans shall be prepared consistent with Menifee Municipal Code (as adopted and any amendments thereto), the Riverside County Guide to California Landscaping and Eastern Municipal Water District requirements. Landscaping plans for areas that are totally within the road right-of-way shall be submitted to the Engineering Department only. Slope Landscaping plans for slopes exceeding 3 feet in height shall be submitted to the Engineering Department. The irrigation plan shall be in compliance with Menifee Municipal Code Chapter 15.04, and include a rain shut-off device which is capable of shutting down the entire system. In addition, the plan will incorporate the use of in-line check valves, or sprinkler heads containing check valves to prohibit low head drainage. Curb and Walkway on End Stall Planters. A six inch high curb with a twelve (12) inch wide walkway shall be constructed along planters on end stalls adjacent to automobile parking areas. Public parking areas shall be designed with permanent curb, bumper, or wheel stop or similar device so that a parked vehicle does not overhang required sidewalks, planters, or landscaped areas. Director Authority to Defer. The Community Development Director shall have the authority to defer the requirement that the landscape and irrigation plans be Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:40 Plot Plan No. PLN20-0348 24 of 61 approved prior to building permit issuance. Any deferral of the approval of the plans will be based on the status of the plans and severity of outstanding corrections. However, the requirement to submit plan prior to building permit issuance shall not be deferred. 58.Landscape Inspections. Prior to issuance of building permits, the permit holder shall open a Landscape Deposit Based Fee case and deposit the prevailing deposit amount to cover the pre installation, installation, Six Month, and One Year Landscape Inspections. 59.Bicycle Racks. The landscaping plans shall show the location and style of the bicycle racks. 60.Tree Placement. Tree placement should avoid conflicts with parking lot lighting. When conflict occurs, it shall be up to the Community Development Department Director to determine the solution. 61.Basins. Planting in basins shall be consistent with Approved Exhibit and the plants shall be of adequate height so that they can be seen above the curbs surrounding the basins and/or up to a minimum height of three (3) feet. 62.Double Detectors. Double detector check valve assemblies (backflow preventers) for landscape irrigation and domestic water shall not be located at visually prominent locations (such as the end of drive aisles or at site entries) and shall be well-screened with shrubs, berming, or low screen walls. FEES 63.Ordinance No. 17-232 (DIF). Prior to the issuance a building permit (for any of the commercial buildings), the applicant shall comply with the provisions of Ordinance No. 17-232, which requires the payment of the appropriate fee set forth in the Ordinance. Ordinance No. 17-232 has been established to set forth policies, regulations and fees related to the funding and construction of facilities necessary to address the direct and cumulative environmental effects generated by new development projects described and defined in this Ordinance, and it establishes the authorized uses of the fees collected. In the event Ordinance No. 17-232 is rescinded, this condition will no longer be applicable. However, should Ordinance No. 17-232 be rescinded and superseded by a subsequent City mitigation fee ordinance, payment of the appropriate fee set forth in that ordinance shall be required. 64.Open Space Fee (MSHCP). Prior to the issuance of a building permit, the applicant shall comply with the provisions of Riverside County Ordinance No. 810 (hereinafter Ordinance No. 810), which requires the payment of the appropriate fee set forth in the Ordinance. The amount of the fee will be based on the "Project Area" as defined in the Ordinance and the aforementioned Condition of Approval. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:41 Plot Plan No. PLN20-0348 25 of 61 In the event Ordinance No. 810 is rescinded, this condition will no longer be applicable. However, should Ordinance No. 810 be rescinded and superseded by a subsequent mitigation fee ordinance, payment of the appropriate fee set forth in that ordinance shall be required. 65.Menifee Union School District. Impacts to the Menifee Union School District shall be mitigated in accordance with California State law. 66.Perris Union School District. Impacts to the Perris Union High School District shall be mitigated in accordance with California State law. 67.Fees. Prior to issuance of building permits, the Community Development Department shall determine if any deposit-based fee accounts related to Plot Plan No. PLN20-0348 are in a negative balance. If so, any outstanding fees shall be paid by the permittee. Prior to Final Inspection 68.Security System Inspection. The City of Menifee Police Department and/or Planning Division of the Community Development Department shall verify that the security system has been installed prior to final occupancy. 69.Paleontological Monitoring Report. Prior to issuance of a certificate of occupancy, the permittee shall submit to the Community Development Department, two (2) copies of the Paleontology Monitoring Report. The report shall be certified by a professional paleontologist listed Riverside County’s Paleontology Consultant List. A deposit for the review of the report will be required. 70.Archeology Report - Phase III and IV. Prior to final inspection, the developer/permit holder shall prompt the Project Archeologist to submit two (2) copies of the Phase III Data Recovery report (if required for the Project) and the Phase IV Cultural Resources Monitoring Report that complies with the Community Development Department's requirements for such reports. The Phase IV report shall include evidence of the required cultural/historical sensitivity training for the construction staff held during the pre-grade meeting. The Community Development Department shall review the reports to determine adequate mitigation compliance. Provided the reports are adequate, the Community Development Department shall clear this condition. Once the report(s) are determined to be adequate, two (2) copies shall be submitted to the Eastern Information Center (EIC) at the University of California Riverside (UCR) and one (1) copy shall be submitted to the Pechanga Cultural Resources Department. 71.Elevations. Elevations of all buildings and structures shall be in substantial conformance with the elevations shown on the APPROVED EXHIBITS. 72.Mechanical Equipment Enclosure. Prior to final occupancy, Community Development staff will verify that all ground-mounted mechanical equipment has been screened in compliance with the approved plans. The applicant may be required to screen additional mechanical equipment required by outside agencies (transformers, double detectors, etc.) to the satisfactory of the Community Development Director. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:42 Plot Plan No. PLN20-0348 26 of 61 73.Roof Mounted Equipment. Prior to issuance of a certificate of occupancy, Community Development staff will verify that all roof-mounted equipment has been screened in compliance with the approved plans. 74.Condition Compliance. The Community Development Department shall verify that the Development Standards and all other preceding conditions have been complied with prior to any use allowed by this permit. 75.Lighting. Exterior lighting shall be consistent with the approved building plans. 76.Trash Enclosures. Trash enclosures which are adequate to enclose the required number of bins (per Waste Management) shall be located as shown on the Approved Exhibits and shall be constructed prior to the issuance of occupancy permits. The enclosure(s) shall be a minimum of six (6) feet in height and shall be architecturally enhanced and made with masonry block (including masonry cap) with landscaping screening, roof covering and a solid gate which screens the bins from external view in compliance with Approved Exhibits. Additional enclosed area for collection of recyclable materials shall be located within, near or adjacent to each trash and rubbish disposal area. The recycling collection area shall be a minimum of fifty percent (50%) of the area provided for the trash/rubbish enclosure(s) or as approved by the City of Menifee Engineering Public Works Department. All recycling bins shall be labeled with the universal recycling symbol and with signage indicating to the users the type of material to be deposited in each bin. 77.Condition Compliance. The Community Development Department shall verify that the Development Standards of this approval and all other preceding conditions have been complied with prior to any use allowed by this permit. 78.Utilities Underground. All utilities, except electrical lines rated 33 kV or greater, shall be installed underground. If the permittee provides to the Department of Building and Safety and the Community Development Department a definitive statement from the utility provider refusing to allow underground installation of the utilities they provide, this condition shall be null and void with respect to that utility. 79.Final Planning Inspection. The permittee shall obtain final occupancy sign-off from the Community Development Department for each building permit issued by scheduling a final Planning inspection prior to the final sign-off from the Building Department. Planning staff shall verify that all pertinent conditions of approval have been met, including compliance with the approved elevations, site plan, parking lot layout, decorative paving, public plazas, etc. The permittee shall have all required paving, parking, walls, site lighting, landscaping and automatic irrigation installed and in good condition. LANDSCAPING 80.Soil Management Plan. The permittee shall submit a Soil Management Plan (Report) to the Community Development Department before the Landscape Installation Inspection. The report can be sent in electronically. Information on the Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:43 Plot Plan No. PLN20-0348 27 of 61 contents of the report can be found in the County of Riverside Guide to California Friendly Landscaping page 16, #7, “What is required in a Soil Management Plan?” 81.Landscape/Irrigation Install Inspection. The permittee landscape architect responsible for preparing the Landscaping and Irrigation Plans shall arrange for a Pre-Landscape installation inspection and a Landscape Completion Installation Inspection with the Community Development Department. The pre-landscape inspection shall be arranged at least fifteen (15) working days prior to installation of landscaping. The landscape completion inspection shall be arranged at least fifteen (15) working days prior to final inspection of the structure or issuance of occupancy permit, whichever occurs first. A One Year Post-Establishment Inspection will also be required. The Community Development Department will require a deposit in order to conduct the landscape inspections. 82.Landscape Installation. All required landscape planting and irrigation, including but not limited to onsite, shall have been installed in accordance with approved Landscaping, Irrigation, and Shading Plans, Menifee Municipal Code (as adopted and any amendments thereto), Eastern Municipal Water District requirements and the Riverside County Guide to California Landscaping. All landscape and irrigation components shall be in a condition acceptable to the Community Development Department. The plants shall be healthy and free of weeds, disease or pests. The irrigation system shall be properly constructed and determined to be in good working order. 83.Final Landscape Approval. The final landscape approval following installation shall be subject to the review and approval of the City’s Landscape Architectural Consultant and the Community Development Director. The Community Development Director may require additional trees, shrubs and/or groundcover as necessary, if site inspections reveal landscape deficiencies that were not apparent during the plan review process. FEES 84.Fees. Prior to issuance of occupancy/final inspections, the Community Development Department shall determine if any deposit-based fee accounts related to the project are in a negative balance. If so, any outstanding fees shall be paid by the permittee. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:44 Plot Plan No. PLN20-0348 28 of 61 Section III: Engineering/Public Works Department Conditions of Approval Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:45 Plot Plan No. PLN20-0348 29 of 61 The following are the City of Menifee Public Works / Engineering Department (Public Works / Engineering Department) Conditions of Approval for this development project, which shall be satisfied at no cost to the City or any other Government Agency. All questions regarding the intent of the following conditions shall be referred to the Public Works / Engineering Department, Land Development Section. The developer / property owner shall use the standards and design criteria stated in the following conditions, and shall comply with all applicable City of Menifee standards and ordinances. Should a conflict arise between City of Menifee standards and design criteria, and any other standards and design criteria, those of the City of Menifee shall prevail. A. General Conditions 85.Subdivision Map Act - The developer / property owner shall comply with the State of California Subdivision Map Act. 86.Guarantee for Required Improvements Prior to grading permit issuance, or construction permit issuance, financial security shall be provided to guarantee the construction of all required improvements associated with each phase of construction. The Public Works Director may require the dedication and construction of necessary utilities, streets, or other improvements outside the area of any particular map phase if the improvements are needed for circulation, parking, and access or for the welfare and safety of future occupants of the development. 87.Bond Agreements and Improvement Security – To guarantee the construction of all required grading and improvements, the developer / property owner shall enter into Bond Agreements and post security or bonds in accordance with applicable City policies and ordinances. The improvements shall include, but not limited to onsite/offsite grading, erosion control, street improvements, streetlights, traffic signals, signing and striping, public landscape improvements, recreational paseos, parks, water/sewer/recycled water improvements, water quality BMPs, and storm drainage facilities. Bond agreements and bond posting shall be required prior to map recordation, grading, building, or construction permit issuance, whichever is applicable. It should be noted that with the exception of grading bond agreements, all other bond agreements require council approvals. Therefore, it shall be the responsibility of the developer / property owner to coordinate their project timing with City council calendar when requesting City approvals of Bond Agreements. 88.Bond Replacement, Reduction, and Releases - All requests for bond replacements (such as in changes of property ownerships), reductions (such as in partial completion of improvements), releases (such as in completion of improvements), shall conform to City policies, standards, and applicable City ordinances. It shall be the responsibility of the developer / property owner to notify the City in time when any of these bond changes are necessary. The City shall review all changes in Bond Agreements and the accompanying bonds or security. Similarly, with the exception of grading bond agreements all other agreement changes require City Council approvals. Therefore, it shall be the responsibility of the developer / property owner to coordinate their project timing with City Council calendar when requesting changes to the bond agreements. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:46 Plot Plan No. PLN20-0348 30 of 61 89.Existing and Proposed Easements - The final grading plan shall correctly show all existing easements, traveled ways, and drainage courses. Any omission or misrepresentation of these documents may require said plan to be resubmitted for further consideration. 90.Engineered Plans - All improvement plans, and grading plans shall be drawn on twenty-four (24) inches by thirty-six (36) inch Mylar and signed by a registered civil engineer or other registered/licensed professional as required. 91.Plan Check Submittals – Appropriate plan check submittal forms shall be completed and submittal check list provided that includes required plan copies, necessary studies / reports, references, fees, deposits, etc. Prior to final approval of improvement plans by the Public Works / Engineering Department, the developer / property owner shall submit to the Public Works / Engineering Department CAD layers of all improvements to be maintained by the City (pavement, sidewalk, street lights, etc.). A scanned image of all final approved grading and improvement plans on a Universal Serial Bus (USB) drive, also known as a “flash” drive or “thumb” drive, shall be submitted to the Public Works / Engineering Department, in one of the following formats: (a) Auto CAD DXF, (b) GIS shapefile (made up of ESRI extensions .shp, .shx and .dbf) or (c) Geodatabase (made up of ESRI extension .gdb). CAD files created with the latest version shall only be accepted if approved by the Public Works Director / City Engineer. 92.Plan Approvals – Improvement plans and grading plans shall be submitted with necessary supporting documentation and technical studies (hydrology, hydraulics, traffic impact analysis, geotechnical studies, etc.) to the Public Works / Engineering Department for review and approval. All submittals shall be signed and date stamped by the Engineer of Record. The plans must receive Public Works / Engineering Department approval prior to issuance of any construction permit, grading permit, or building permits as applicable and as determined by the Public Works Director / City Engineer. All submittals shall include a completed City Fee or Deposit Based Worksheet and the appropriate plan check. For improvements proposed to be owned and maintained by the Riverside County Flood Control and Water Conservation District, improvement plans must receive district approval prior to Building permit issuance or as determined by the District. 93.As-Built Plans – Upon completion of all required improvements, the developer/property owner shall cause the civil engineer of record to as-built all project plans, and submit project base line of work for all layers on a USB drive to the Public Works / Engineering Department, in one of the following formats: (a) Auto CAD DXF, (b) GIS shapefile (made up of ESRI extensions .shp, .shx and .dbf) or (c) Geodatabase (made up of ESRI extension .gdb). The timing for submitting the as-built plans shall be as determined by the Public Works Director / City Engineer. 94.Construction Times of Operation. The developer / property owner shall monitor, supervise, and control all construction and construction related activities to prevent them from causing a public nuisance including, but not limited to, strict adherence to the following: Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:47 Plot Plan No. PLN20-0348 31 of 61 a. Construction activities shall comply with City of Menifee ordinances relating to construction noise. Any construction within the City limits located 1/4 of a mile from an occupied residence shall be permitted Monday through Saturday, except on nationally recognized holidays, 6:30 a.m. to 7:00 p.m. in accordance with Municipal Code Section 8.01.020. There shall be no construction permitted on Sunday or nationally recognized holidays unless prior approval is obtained from the City Building Official or City Engineer. b. Removal of spoils, debris, or other construction materials deposited on any public street no later than the end of each working day. c. The construction site shall accommodate the parking of all motor vehicles used by persons working at or providing deliveries to the site. Violation of any condition or restriction or prohibition set forth in these conditions shall subject the owner, applicant to remedies as set forth in the City Municipal Code. In addition, the Public Works Director / City Engineer or the Building Official may suspend all construction related activities for violation of any condition, restriction or prohibition set forth in these conditions until such a time it has been determined that all operations and activities are in conformance with these conditions. d. A Pre-Construction meeting is mandatory with the City’s Public Works Inspection team prior to start of any construction activities for this site. 95.Dry Utility Installations - Electrical power, telephone, communication, street lighting, and cable television lines shall be placed underground in accordance with current City Ordinances, or as approved by the Public Works Director / City Engineer. This applies also to existing overhead lines which are 33.6 kilovolts or below along the project frontage and within the project boundaries. In cases where 33.6kV or below lines are collocated with high voltage lines (for example, 115kV), the low voltage lines shall be placed underground even when the high voltage lines are exempt from relocation or undergrounding in accordance with City standards and ordinances. Exemption from undergrounding low voltage lines shall only be by the Public Works Director / City Engineer or as directed by the City Council. B. GRADING AND DRAINAGE 96.Introduction – Improvement such as grading, filling, over excavation and re- compaction, and base or paving which require a grading permit are subject to the Public Works Department conditions of approval stated herein. 97.Grading Regulations Chapter 8.26 – Any construction activity such as over excavation, re-compaction, cut, fill, base or paving which require a grading permit and shall conform to the requirements of City Grading Regulations Chapter 8.26. Additionally grading permits are subject to the Public Works Department conditions of approval stated herein. 98.Regulations and Ordinance on Grading Within the City – In addition to compliance with City Chapter 8.26, grading activities shall also conform to the latest edition of the California Building Code, City General Plan, other City Ordinances, City design standards and specifications and all other relevant laws, Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:48 Plot Plan No. PLN20-0348 32 of 61 rules and regulations governing grading in the City of Menifee. Prior to commencing any grading, clearing, grubbing or any topsoil disturbances, the applicant shall obtain a grading permit from the Public Works / Engineering Department. Grading activities that are exempt from a grading permit as outlined by the City ordinance may still require a grading permit by the Public Works Director / City Engineer when deemed necessary to prevent the potential for adverse impacts upon drainage, sensitive environmental features, or to protect property, health safety, and welfare. 99.Grading Permit for Disturbed Soil – City ordinance on grading requires a grading permit prior to clearing, grubbing or any topsoil disturbances related to construction grading. 100.Dust Control – All necessary measures to control dust shall be implemented by the developer during grading. Fugitive dust shall be controlled in accordance with Rule 403 of the California Air Quality Control Board. 101.Erosion Control Plans – All grading plans shall require erosion control plans prior to approval. Temporary erosion control measures shall be implemented immediately following rough grading to prevent deposition of debris onto downstream properties or drainage facilities. Plans showing erosion control measures may be included as part of the grading plans or submitted as a separate set of plans for city review and approval. Graded but undeveloped land shall provide, in addition to erosion control planting, any drainage facilities deemed necessary to control or prevent erosion. Erosion and sediment control BMPs are required year-round in compliance with all applicable City of Menifee Standards and Ordinances and the National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MS4) Permit from the California State Water Resources Control Board (SWRCB). Additional Erosion protection may be required during the rainy season. 102.Water Quality Management Plan - All grading plans shall require an approved copy of the Water Quality Management Plan sheet per the approved WQMP report. The developer / property owner shall comply with the requirements of the WQMP report, and City standards and specifications. 103.Design Grade Criteria – Onsite parking areas shall be designed in accordance with the current version of City of Menifee Standards and Specifications. Non- compliance may require a redesign of the project. Significant redesigns may require a revised Plot Plan. 104.Drainage Grade - Minimum drainage design grade shall be 1% except on Portland cement concrete surfaces where 0.5% shall be the minimum. The engineer of record must submit a variance request for design grades less than 1% with a justification for a lesser grade. 105.Finish Grade – Shall be sloped to provide proper drainage away from all exterior foundation walls in accordance with City of Menifee Standard Plan 300. 106.Use of Maximum and Minimum Grade Criteria – Actual field construction grades shall not exceed the minimum and maximum grades for ADA and approved project Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:49 Plot Plan No. PLN20-0348 33 of 61 grading design, to allow for construction tolerances. Any improvement that is out of the minimum and maximum values will not be accepted by the City Inspector and will need to be removed and replaced at developer’s or owner’s expense. 107.Site Drainage - Positive drainage of the site shall be provided, and water shall not be allowed to pond behind or flow over cut and fill slopes. Where water is collected and discharged in a common area, protection of the native soils shall be provided by planting erosion resistant vegetation, as the native soils are susceptible to erosion by running water. All cut and fill slopes shall have a maximum 2:1 (H:V) grade, 2 horizontal to 1 vertical. 108.Alteration of Drainage Patterns – Prior to grading permit issuance or approval of improvement plans, the final engineering plans submitted by the applicant shall address the following: The project drainage system shall be designed to accept and properly convey all on- and off-site drainage flowing on or through the site. The project drainage system design shall protect downstream properties from any damage caused by alteration of drainage patterns such as concentration or diversion of flow. Concentrated drainage on commercial lots shall be diverted through parkway drains under sidewalks. 109.Licensed Geotech - A licensed geotechnical engineer shall perform final determination of the foundation characteristics of soils within on-site development areas. 110.10 Year Curb – 100 Year ROW - The 10-year storm flow shall be contained within the curb and the 100-year storm flow shall be contained within the street right-of- way. When either of these criteria is exceeded, additional drainage facilities shall be installed. The property shall be graded to drain to the adjacent street or an adequate outlet. 111.100 Year Design Criteria - In final engineering and prior to grading permit issuance, subsurface storage systems shall be designed with emergency overflow inlets to mitigate flows in excess of the 100-year storm event in a controlled manner to the satisfaction of the Public Works / Engineering Department. 112.100 Year Sump Outlet - Drainage facilities outletting sump conditions shall be designed to convey the tributary 100-year storm flows. Additional emergency escape shall also be provided. 113.On-Site Storm Drain System - Prior to issuance of a grading permit, the proposed on-site storm drain system shall be designed such that any ponding in the 100-year storm, shall be contained within the site; it shall not encroach onto any adjacent property, and shall maintain a minimum 1-foot freeboard to the proposed building pad elevation. The 100-year storm flow shall be conveyed to the Bradley Road and shall not flow over the proposed parkway or within the driveway approach. 114.Coordinate Drainage Design: Development of this property shall be coordinated with the development of adjacent properties to ensure that watercourses remain unobstructed, and stormwaters are not diverted from one watershed to another. This may require the construction of temporary drainage facilities or offsite construction and grading. A drainage easement shall be obtained from the affected Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:50 Plot Plan No. PLN20-0348 34 of 61 property owners for the release of concentrated or diverted storm flows. A copy of the recorded drainage easement shall be submitted to the PW Engineering Department for review. Prior to Grading Permit Issuance 115.Geotechnical Report – Two copies of City-approved geotechnical/soils report, no more than three (3) years from date of application for grading permit, shall be provided to the City Public Works / Engineering Department with initial submittal of a grading plan. If there is no approved report and/or said report is past three (3) years from date of application, a new geotechnical/soils report and/or update letter, respectively, shall be prepared and submitted to City for review and approval. The geotechnical/soils, compaction and inspection reports will be reviewed in conformance with the latest edition of the Riverside County Technical Guidelines for Review of Geotechnical and Geologic Reports. A fee for review of the geotechnical/soils report and/or update letter shall be paid to the City, the amount of which shall be determined by the City at the first submittal of the report. A pre-grading meeting, certifications, approvals, and inspection procedures will be implemented in accordance with City Public Works – Inspection process. All grading shall be done in conformance with the recommendations of the City approved geotechnical/soils reports, and under the general direction of a licensed geotechnical engineer. 116.Drainage Study – The following report was reviewed and approved by the City: a. Preliminary Hydrology Study for Popeyes Restaurant, PLN20-0348, prepared by Commercial Development Resources, dated October 9, 2020. Two copies of a final drainage study (also referred to as Hydrology/Hydraulics Report) shall be submitted to the City for review and approval. The study shall analyze at a minimum the following: project site drainage flow; all future improvements drainage flow; Q10, Q100, pre- and post- condition flow rates; anticipated total drainage flow into existing storm drain; and existing storm drain capacity. The project shall comply with all mitigation recommended by the approved drainage study. A fee for review of the Drainage Study shall be paid to the City, the amount of which shall be determined by City at first submittal of report. 117.Grading Permit for Clearing and Grubbing – City ordinance on grading requires a grading permit prior to clearing, grubbing, or any topsoil disturbances related to construction grading activities. 118.Compliance with NPDES General Construction Permit – The developer/property owner shall comply with the National Pollutant Discharge Elimination System (NPDES) General Construction Permit (GCP) from the State Water Resource Control Board (SWRCB). Prior to approval of the grading plans or issuance of any grading permit, the developer/property owner shall obtain a GCP from the SWRCB. Proof of filing a Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:51 Plot Plan No. PLN20-0348 35 of 61 Notice of Intent (NOI) and monitoring plan, shall be submitted to the City; and the WDID number issued by the SWRCB shall be reflected on all grading plans prior to approval of the plans. For additional information on how to obtain a GCP, contact the SWRCB. 119.SWPPP - Prior to approval of the grading plans, the developer/property owner shall prepare a Storm Water Pollution Prevention Plan (SWPPP) for the development. The developer/property owner shall be responsible for uploading the SWPPP into the State’s SMARTS database system and shall ensure that the SWPPP is updated to constantly reflect the actual construction status of the site. A copy of the SWPPP shall be made available at the construction site at all times until construction is completed. The SWRCB considers a construction project complete once a Notice of Termination has been issued by SWRCB. The City will require submittal of NOTs for requests to fully release associated grading bonds. 120.SWPPP for Inactive Sites – The developer/property owner shall be responsible for ensuring that any graded area that is left inactive for a long period of time has appropriate SWPPP BMPs in place and in good working conditions at all times until construction is completed and the Regional Board has issued a Notice of Termination (NOT) for the development. 121.Grading Bonds – Prior to commencing any grading of 50 or more cubic yards of dirt, the applicant shall obtain a grading permit from the Public Works / Engineering Department. Prior to issuance of the permit, adequate performance grading security shall be posted by the developer / property owner with the Public Works / Engineering Department. 122.Import/Export – In instances where a grading plan involves import or export, prior to obtaining a grading permit, the developer/property owner shall have obtained approval for the import/export location from the Public Works / Engineering Department. If an Environmental Assessment did not previously approve either location, a Grading Environmental Assessment shall be submitted to the Planning Director for review and comment and to the Public Works Director / City Engineer for approval. Additionally, if the movement of import/export occurs using City roads, review, and approval of the haul routes by the Public Works / Engineering Department will be required. Import or export materials shall conform to the requirements of Chapter 8.26. 123.Offsite Grading Easements - Prior to the issuance of a grading permit, it shall be the sole responsibility of the developer/property owner to obtain all proposed or required easements and/or permissions necessary to perform offsite grading, from affected landowners; including any off-site grading to construct the necessary transition from the west on Newport Road. Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department. 124.Perpetual Drainage Patterns (Easements) - Grading shall be designed in a manner that perpetuates the existing natural drainage patterns and conditions with respect to tributary drainage areas and outlet points. Where these conditions are not preserved, necessary drainage easements shall be obtained from all affected property owners for the release onto their properties of concentrated or diverted Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:52 Plot Plan No. PLN20-0348 36 of 61 storm flows. A copy of the recorded drainage easement shall be submitted to the PW Engineering Department for review. 125.Protection of Downstream Properties - The developer/property owner shall protect downstream properties from damages that can be caused by alteration of natural drainage patterns, i.e., concentration or diversion of flow. Protection shall be provided by constructing adequate drainage facilities including enlarging existing facilities and securing necessary drainage easements. Prior to Building Permit 126.Submit Plans – A copy of the improvement plans, grading plans, and BMP improvement plans, and any other necessary documentation along with supporting hydrologic and hydraulic calculations shall be submitted to the Public Works / Engineering Department for review. All submittals shall be date stamped by the engineer and include a completed City Deposit or Fee Based Worksheet and the appropriated plan check fee or deposit. 127.No Building Permit without Legal Lot – Prior to issuance of any building permit, the developer / property owner shall ensure that the underlying parcels for such buildings are complying with City Ordinances, Codes, and the Subdivision Map Act. 128.No Building Permit without Grading Permit - Prior to issuance of any building permit, the developer/property owner shall obtain a grading permit and/or approval to construct from the Public Works Engineering Department. 129.Final Rough Grading Conditions – Prior to issuance of each building permit, the developer/property owner shall cause the Civil Engineer of Record and Soils Engineer of Record for the approved grading plans, to submit signed and wet stamped rough grade certification and compaction test reports with 90% or better compaction. The certifications shall use City approved forms and shall be submitted to the Public Works Engineering Department for verification and acceptance. 130.Conformance to Elevations/Geotechnical Compaction - Rough grade elevations for all building pads and structure pads submitted for grading plan check approval shall be in substantial conformance with the elevations shown on approved grading plans. Compaction test certification shall be in compliance with the approved project geotechnical/soils report. Prior to Issuance of Certificate of Occupancy 131.Final Grade Certification – The developer/property owner shall cause the Civil Engineer of Record for approved grading plans, to submit signed and wet stamped final grade certification on City approved form, for each building requesting a certificate of occupancy. The certification shall be submitted to the Public Works Engineering Department for verification and acceptance. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:53 Plot Plan No. PLN20-0348 37 of 61 132.Conform to Elevations - Final grade elevations of all building or structure finish floors submitted for grading plan check approval shall be in substantial conformance with the elevations shown on the approved grading plans. 133.Plant & Irrigate Slopes – All manufactured slopes shall be irrigated and landscaped with grass or approved ground cover and shall have some type of drainage swale at the toe of the slope to collect runoff. Slopes greater than or equal to 3’ in vertical height shall have erosion control measures provided. Slopes that exceed 15’ in vertical height are to be planted with additional shrubs and trees as approved by the Public Works / Engineering Department. Drip irrigation shall be provided for all irrigated slopes. C. COVENANTS, CONDITIONS & RESTRICTIONS (CC&Rs) 134.Common Area Maintenance – Any common areas identified in the approved Plot Plan shall be owned and maintained as follows: a. A permanent master maintenance organization shall be established for the project, to assume maintenance responsibility for all common areas. The organization may be public (City CFD, or another agency) or private (e.g., property owners’ association). Merger with an area-wide or regional organization shall satisfy this condition provided that such organization is legally and financially capable of assuming the responsibilities for maintenance. When necessary, property dedication or easement dedications shall be granted to the maintenance organization through map dedication, or separate recordable instrument, and shall be in a form acceptable to the city. (See also the Use / Maintenance of Ultimate Right- of-Way Portion of Property and Owner Improvements condition) b. The maintenance organization shall be established prior to issuance of a Certificate of Occupancy. 135.Conditions, Covenants and Restrictions (Private Common Areas) – In the event that the Community Facilities District will not maintain all common areas, the establishment of a property owner association (POA) shall be the mechanism to maintain such common areas. (See also the Use / Maintenance of Ultimate Right- of-Way Portion of Property and Owner Improvements condition). 136.CC&R Content, Submittal Process and Timing – Prior to issuance of Certificate of Occupancy, the developer/property owner shall submit to the Public Works / Engineering Department for review and approval CC&R documents consisting of the following: a. One hard copy and an electronic version of the CC&R’s. A completed application form to review the CC&Rs, available at the Public Works / Engineering front counter. There is a fee associated with the application and required backup documents to review. The declaration of CC&R’s shall: i. provide for the establishment of a property owner's association, Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:54 Plot Plan No. PLN20-0348 38 of 61 ii. provide for the ownership of the common area by the property owner's association, iii. contain provisions approved by the Public Works / Engineering Department, Community Development Department, and the City Attorney, iv. Contain provisions with regards to the implementation of post development Water Quality Best Management Practices identified in the project’s approved WQMP. v. Contain provisions notifying initial occupants, or tenants of the project of their receipt of educational materials on good housekeeping practices which contribute to the protection of storm water quality. These educational materials shall be distributed by the property owners' association and/or the developer. vi. Contain provisions for allowing the City a Right of Entry to maintain BMPs that are otherwise not maintained by responsible property owners. If a separate Right of Entry Agreement has been executed, this provision is not necessary to be in the CC&Rs. b. As part of the CC&R document submittal, exhibit(s) identifying the areas or improvements that will be maintained by the POA, the CFD or other entities shall be provided. The exhibit shall be reviewed and approved by the City. c. Once approved, the developer / property owner shall provide a hard copy of the CC&R’s wet-signed and notarized to the Public Works / Engineering Department. The Public Works / Engineering Department shall record the original declaration of CC&R’s prior to or concurrent with the issuance of Certificate of Occupancy. d. A deposit to pay for the review of the CC&Rs pursuant to the City’s current fee schedule at the time the above-referenced documents are submitted to the Public Works / Engineering Department. D. STREET AND DEDICATIONS 137.Street Improvements – Street improvements shall conform to all applicable City Design Standards and Specifications, the City General Plan, and all other relevant laws, rules and regulations governing street construction in the City. The development includes improvements to Newport Road, and Wingate Lane. Vehicular access to the project as shown in Exhibit A will be provided via one driveway. The driveway is located along the private road, Wingate Lane. a.Newport Road – Newport Road shall be improved to a modified Urban Arterial designation with an ultimate half width Right of Way of 76 feet, 55 feet paved curb to centerline, a Class II bike lane, an 8-foot sidewalk adjacent to curb and a 13 foot wide parkway. Prior to approval of improvement plans or issuance of a building permit whichever occurs first, the developer shall construct or guarantee the construction of the public street improvements within Newport Road fronting the property to the Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:55 Plot Plan No. PLN20-0348 39 of 61 centerline plus an additional 12 feet past centerline, as approved by the Public Works Director / City Engineer. The design of the street improvements shall be reviewed and approved by the City Engineer. If needed, it shall be the sole responsibility of the developer / property owner to obtain all proposed or required easements and/or permission necessary to perform offsite grading, from affected landowners where necessary to construct the street improvements. Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department. b. Wingate Road – Wingate is dedicated for public use for streets and public utility purposes, but not accepted on the underlying PM 9578. Wingate shall remain an access road and for public utility purposes, either private or public as determined by the Public Work Director/City Engineer. The Developer shall be responsible for the required improvements on Wingate fronting their project. Lot B of underlying PM 9578 shall remain part of Wingate Road and shall not be merged with the property to be acquired or has been acquired by the Developer from the property owner of Parcel 3 of PM9578. c. Reconstruction or Resurfacing of Newport Road– The Public Works Director / City Engineer may consider reconstruction or resurfacing of existing Newport Road paving fronting the development to meet existing conditions with acceptable overlays, provided the road is found to meet the minimum City standards for pavement conditions at the time of project construction. If it is determined during project construction that the existing road is found to be substandard, then the Public Works Director / City Engineer will require the developer / property owner to provide full reconstruction as provided for in these conditions of approval. At the discretion of the City Engineer, the developer may core the existing pavement during project design to confirm the adequate section, and any findings shall be incorporated into the project design. The Public Works Director / City Engineer shall have the final approval for all road conditions. 138.Soils and Pavement Report - Street pavement structural designs shall comply with the recommendations in the City approved project soils and pavement investigation report, and must meet minimum City standards and specifications, as approved by the Public Works Director / City Engineer. 139.Driveways - Final driveway geometrics may be modified in final engineering as approved by the Public Works Director / City Engineer. Driveways shall meet current standard radii on all existing and proposed commercial drive approaches used as access to the proposed development. The developer shall adhere to all City standards and regulations for access and ADA guidelines. 140.Acceptance of Public Roadway Dedication and Improvements – Easements and right-of way for public roadways shall be granted to the City through acceptable recordable instrument. 141.ADA Compliance – ADA path of travel shall be designed at the most convenient accesses and the shortest distance to the buildings in accordance with ADA design Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:56 Plot Plan No. PLN20-0348 40 of 61 standards and to the satisfaction of the Public Works Director / City Engineer and the City Building Official. 142.Paving or Paving Repairs – The applicant shall be responsible for obtaining the paving inspections required by Ordinance 461. Paving and/or paving repairs for utility street cuts shall be per City of Menifee Standards and Specifications and as approved by the Public Works Director / City Engineer. 143.Concrete Work – All concrete work including curbs, gutters, sidewalks, driveways, cross gutters, catch basins, manholes, vaults, etc. shall be constructed to meet a 28-day minimum concrete strength of 3,250 psi. 144.Signing and Striping – A signing and striping plan for Newport Road is required for this project. The striping of Newport Road shall conform to the City standard for Urban Arterial, Standard Plan #96. The applicant shall be responsible for any additional paving and/or striping removal caused by the striping plan. 145.Traffic Signal Plan – The applicant shall be responsible for modification of the traffic signal at Newport Road and Bradley Road. The traffic signal plan shall be approved by the Public Works Director / City Engineer. An in-lieu of construction payment maybe considered as an option as approved by the Public Works Director/City Engineer. 146.Street Light Plan – Street lights requiring relocations, or any required new streetlights shall be designed in accordance with current City Standards for LS-3 type streetlights. Street light construction plans shall be prepared as separate plans or combined with the public street improvement plans as approved by the Public Works Director / City Engineer. 147.Street Sweeping and Pavement Maintenance. The property owner shall file for annexation or inclusion into the Citywide Community Facilities Maintenance District, CFD for street sweeping services and street pavement maintenance. Prior to Issuance of Building Permit: 148.Encroachment Permits - The developer / property owner shall obtain all required encroachment permits and clearances prior to start of any work within City, State, or local agency right-of-way. 149.Improvement Bonds - Prior to issuance of any construction permit for all required onsite and offsite public improvements, and/or approval of improvement plans, whichever occurs first, the developer/project owner shall post acceptable bonds or security to guarantee the construction of all required improvements. The bonds shall be in accordance with all applicable City ordinances, resolutions, and municipal codes (See also bond agreement condition under General Condition). 150.Newport Road Dedication. The developer / property owner shall construct or guarantee the construction of Newport Road to a modified Urban Arterial designation with an ultimate half width Right of Way of 76 feet, and 55 feet paved curb to centerline. The developer / property owner shall dedicate the necessary Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:57 Plot Plan No. PLN20-0348 41 of 61 Newport Road right of way fronting the development through a recordable instrument acceptable to the City of Menifee. Prior to Issuance of Any Certificate of Occupancy: 151.Newport Road Improvements – Improvements on Newport Road fronting the development shall be completed to a modified Urban Arterial designation with an ultimate half width Right of Way of 76 feet and 55 feet paved curb to centerline prior to issuance of Certificate of Occupancy. It shall be the sole responsibility of the developer/property owner to obtain all proposed or required easements and/or permissions necessary to perform offsite grading, from affected landowners where necessary to construct the street improvements. Notarized and recorded agreement or documents authorizing the offsite grading shall be submitted to the Public Works / Engineering Department. 152.Driveways and Driveway Approaches – Driveways and Driveway Approaches as shown on the approved plot plan shall be designed and constructed prior to issuance of Certificate of Occupancy. The driveways shall be designed and constructed per City of Menifee No. 208. E. TRAFFIC ENGINEERING 153.Traffic Study Report – The development shall comply with the intent of the conditions identified in the approved Traffic Impact Study, dated August 16, 2021, prepared by Trames Solutions, Inc. All required improvements and measures identified in the study shall be included in all improvement plans for review and approval by the Public Works Department. Additional improvements may be required to address public safety and welfare, as determined by the Public Works Director / City Engineer. The traffic study was approved with the assumption that a second access to the site off Winterhawk has been obtained by the property owner from the owner of Parcel 3 of PM9578. Therefore prior to issuance of a building permit, the developer shall show legal proof in a form acceptable to the City that the access has been obtained. Prior to Issuance of Construction Permit 154.Signal Modification Deposit - The developer/property owner shall be responsible for the necessary signal modifications at the intersection of Newport Road and Winter Hawk Road. Necessary modifications shall include but not be limited to traffic lane stripping, signage, detection system and signal operations. Necessary modifications shall be in conformance with the recommendations of the project’s traffic impact study. Additional improvements may be required to address public safety and welfare, as determined by the Public Works Director/ City Traffic Engineer. 155.Signing and Striping Plan – Prior to issuance of a construction permit, any necessary signing and striping plan for Newport Road shall be approved by the City Traffic Engineer in accordance with City ordinances, standards, and specifications, and with the latest edition of the CAMUTCD. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:58 Plot Plan No. PLN20-0348 42 of 61 Signing and striping plans shall be designed to restrict all left-turn movements on Newport Road at Wingate Lane. Signing and striping plans shall include a striped bike lane per City General Plan requirements. 156.Traffic Signal Plan – Prior to issuance of a construction permit, the traffic signal plan for the modification of the traffic signal at Newport Road and Winter Hawk Road shall be approved by the City Traffic Engineer in accordance with City standards and specifications. 157.Streetlight Plan – Street light construction plans shall be prepared as separate plans or combined with the public street improvement plans as approved by the PW Director / City Engineer. 158.Streetlight Design as LS-3 Rate Lights – All streetlights, other than traffic signal safety lights, shall be designed as LS-3 rate lights in accordance with approved City standards and specifications, and as determined by the PW Director. 159.Public Streetlights Service Points – All proposed public streetlights shall be provided with necessary appurtenances and service points for power, separate from privately owned streetlights. The developer/property owner shall coordinate with the PW Department and with Southern California Edison the assignment of addresses to streetlight service points. Service points for proposed public streetlights shall become public and shall be located within public right of way or within duly dedicated public easements. 160.Street Name Sign - The developer/property owner shall install street name sign(s) in accordance with applicable City Standards or as directed by the PW Engineering Department. 161.Driveway Geometrics- Final driveway geometrics may be modified in final engineering as approved by the Public Works Director. Driveways shall meet current standard radii on all existing and proposed commercial drive approaches used as access to the proposed development. The developer shall adhere to all City standards and regulations for access and ADA guidelines. 162.Construction Traffic Control Plan - Prior to start of any project related construction, the developer/property owner shall submit to the Public Works Engineering Department for review and approval, a Construction Traffic Control Plan in compliance with all applicable City ordinances, standards and specifications, and the latest edition of the CAMUTCD. This traffic control plan shall address impacts from construction vehicular traffic, noise, and dust and shall propose measures to mitigate these effects. The traffic control plan shall include a Traffic Safety Plan for safe use of public roads right-of-way during construction. The plan shall specify mitigation measures to address the following: a) Dust and dirt fallout from truck loads and gets entrained onto City roadways: (1) Biweekly street sweeping during construction activity, and daily during all grading operations. (2) Approved BMPs shall be installed at all approved construction entrances as part of the SWPPP. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:59 Plot Plan No. PLN20-0348 43 of 61 b) Noise from construction truck traffic: Include construction time and operation of vehicles through surrounding residential streets. c) Traffic safety within the road right-of-way: Include temporary traffic control measures and devices. 163.TUMF Improvement and Credit Agreement for Newport Road Improvements– Newport Road is a qualified TUMF facility. The developer may qualify for credit for constructing Newport Road to its ultimate condition. To obtain credit for TUMF eligible facilities, the developer shall enter into a three party TUMF Improvement and Credit Agreement with WRCOG and the City of Menifee, prior to issuance of a building permit. The agreement shall be in accordance with City Ordinances and WRCOG Administrative Policy. The agreement requires WRCOG approval and City Council action. Prior to Issuance of Certificate of Occupancy 164.Cost participation through Payment of TUMF and DIF for Offsite Improvements- The developer/property owner’s TUMF and DIF payment obligations shall be considered as cost participation for Project’s required offsite improvements only when the offsite improvements for which credits are claimed, are eligible TUMF and/or DIF facilities at time of TUMF and DIF payments. Determination for TUMF credits shall be at the discretion of the Western Riverside Council of Governments (WRCOG), the governing authority, which shall include entering a three party TUMF Credit Agreement with the developer, WRCOG and the City of Menifee. 165.Construction of Right-of-Way Improvements - The developer/property owner shall design and construct the following improvements: a) Raised median improvement along Newport Road. The developer/project owner shall provide a 2’ to 14’ wide raised median from the intersection with Winterhawk Road to approximately 200 feet west of the proposed Newport Road driveway, as approved by the City Engineer. The raised median shall be terminated with rounded corners. b) Curb returns at Wingate Lane shall conform to ultimate conditions and shall be in accordance with current City ordinances, standards, and specifications. The developer/property owner shall bond for the construction cost estimate for off site improvements at ultimate width of Newport Road including cost for joint pole relocation(s). Prior to Building Permit Issuance 166.Acceptance of Public Roadway Dedication and Improvements – Onsite easements and right-of way for public roadways shall be granted to the City of Menifee through the final map, or other acceptable recordable instrument. Any off- site rights-of-way required for access road(s) shall be accepted to vest title in the name of the public if not already accepted. Any shared access roads necessary for the adequate circulation of the proposed project, shall be dedicated for reciprocal access by acceptable recordable instrument prior to any permit issuance. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:60 Plot Plan No. PLN20-0348 44 of 61 167.Interim & Ultimate Off-Site Improvements – Due to the timing of relocating joint utility poles on Newport Road and to facilitate development, the City is allowing interim street improvements as a courtesy and benefit to the developer. The limits and scope of the interim street improvements shall be approved by the City Engineer and shall consist of two 12’ through lanes, one 6 ‘ bike lane. Interim condition curb and street striping shall be in accordance with interim street improvement and striping plan approved by the Public Work Director / City Engineer. Interim Condition Street improvement plans shall be approved prior to building permit issuance and shall be constructed prior to certificate of occupancy. Said street improvement plans will show interim improvements as Phase 1 and ultimate improvements as Phase 2 on the same set of plans. The developer shall construct ultimate, half-width street improvements along the project’s entire Newport Road frontage including relocating power poles and appurtenant facilities within 3 (Three) years of building permit issuance. The developer shall enter into an agreement and provide security/bonds for said ultimate improvements prior to building permit issuance. 168.Improvement Bonds – Prior to issuance of any construction permit for all required onsite and offsite public improvements, the developer/project owner shall enter into a bond agreement and post acceptable bonds or security, to guarantee the completion of all required improvements. The bonds shall be in accordance with all applicable City ordinances, resolutions, and municipal codes (See also bond agreement condition under General Conditions). 169.Encroachment Permits – The developer/property owner shall obtain all required encroachment permits and clearances prior to start of any work within City, State, or local agency right-of-way. Prior to Issuance of Certificate of Occupancy 170.Driveways and Driveway Approaches – Driveways and driveway Approaches shall be designed and constructed per City standards. Required driveways shall be constructed prior to issuance of Certificate of Occupancy. 171.Completion of Street Improvements – Prior to issuance of a Certificate of Occupancy, the following street components shall be completed: a) Primary and Alternate (secondary) access roads shall be completed and paved to finish grade according to the limits indicated in the improvement plans and as noted elsewhere in these conditions. b) Interior roads shall be completed and paved to finish grade according to the limits indicated in the improvement plans and as noted elsewhere in these conditions. All curbs, gutters, sidewalks, and driveway approaches shall be installed c) Storm drains and flood control facilities shall be completed according to the improvement plans and as noted elsewhere in these conditions. Written confirmation of acceptance by the Flood Control District, if applicable, is required. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:61 Plot Plan No. PLN20-0348 45 of 61 d) Water system, including fire hydrants, shall be installed and operational, according to the improvement plans and as noted elsewhere in these conditions. All water valves shall be raised to pavement finished grade. Written confirmation of acceptance from water purveyor is required. e) Sewer system shall be installed and operational, according to the improvement plans and as noted elsewhere in these conditions. All sewer manholes shall be raised to pavement finished grade. Written confirmation of acceptance from sewer purveyor is required. f) Landscaping and irrigation, water and electrical systems shall be installed and operational in accordance with City adopted County Ordinance 461. F. NPDES AND WQMP 172.Stormwater Management - All City of Menifee requirements for NPDES and Water Quality Management Plans (WQMP) shall be met per City of Menifee Municipal Code Chapter 15.01 for Stormwater/Urban Runoff Management Program unless otherwise approved by the Public Works Director/City Engineer. This project is required to submit a project specific WQMP prepared in accordance with the latest WQMP guidelines approved by the Regional Water Quality Control Board. 173.Trash Enclosures Standards and Specifications – Storm runoff resulting in direct contact with trash enclosure, or wastewater runoff from trash enclosure are prohibited from running off a site onto the City MS4 without proper treatment. Trash enclosures in new developments and redevelopment projects shall meet new storm water quality standards including: a) Provision of a solid impermeable roof with a minimum clearance height to allow the bin lid to completely open. b) Constructed of reinforced masonry without wooden gates. Walls shall be at least 6 feet high. c) Provision of concrete slab floor, graded to collect any spill within the enclosure. d) All trash bins in the trash enclosure shall be leak proof with lids that are continuously kept closed. e) The enclosure area shall be protected from receiving direct rainfall or run-on from collateral surfaces. Any standing liquids within the trash enclosures without floor drain must be cleaned up and disposed of properly using a mop and a bucket or a wet/dry vacuum machine. All non-hazardous liquids without solid trash may be put in the sanitary sewer as an option, in accordance with Eastern Municipal Water District (EMWD) criteria. An alternate floor drain from the interior of the enclosure that discharges to the sanitary sewer may be constructed only after obtaining approval from EMWD. This option requires the following: a) The trash enclosure shall be lockable and locked when not in use with a 2-inch or larger brass resettable combination lock. Only employees Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:62 Plot Plan No. PLN20-0348 46 of 61 and staff authorized by the enclosure property owner shall be given access. This requirement may not be applicable to commercial complexes with multiple tenants. b) A waterless trap primer shall be provided to prevent escape of gasses from the sewer line and save water. c) Hot and cold running water shall be provided with a connection nearby with an approved backflow preventer. The spigot shall be protected and located at the rear of the enclosure to prevent damage from bins. 174.SWRCB, TRASH AMENDMENTS. The State Water Resources Control Board (State Board) adopted amendments to the Water Quality Control Plan for Ocean Waters of California and the Water Quality Control Plan for Inland Surface Waters, Enclosed Bays, and Estuaries – collectively referred to as the “Trash Amendments.” Applicable requirements per these amendments shall be adhered to with implementation measures, prior to building permit issuance. Projects determined to be within Priority Land Uses as defined in the Trash Amendments, shall provide trash full capture devices to remove trash from all Priority Land Use areas that will contribute storm water runoff to the City of Menifee’s MS4. All trash full capture devices shall be listed on the State Board’s current list of certified full capture devices posted on their website (https://www.waterboards.ca.gov/water_issues/programs/stormwater/trash_imple mentation.shtml), or otherwise approved by State or Regional Water Quality Control Board staff. Storm water runoff from privately owned Priority Land Use areas shall be treated by full capture devices located within privately owned storm drain structures or otherwise located on the privately owned property, whenever possible. Runoff from Priority Land Use areas created or modified by the project, and which are proposed to be City owned, shall be treated by full capture devices located within city-owned storm drains or otherwise located within the public right of way. Prior to Issuance of Grading Permit 175.Final Project Specific Water Quality Management Plan (Final WQMP) – The following report was reviewed and approved by the City: a. Preliminary Project Specific Water Quality Management Plan, Popeye’s Restaurant, PLN20-0348, prepared by Commercial Development Resources, dated October 9, 2020. 176. Prior to issuance of a grading permit, a FINAL project specific WQMP in substantial conformance with the approved PRELIMINARY WQMP, shall be reviewed and approved by the Public Works Engineering Department. Final construction plans shall incorporate all the structural BMPs identified in the approved FINAL WQMP. The final developed project shall implement all structural and non-structural BMPs specified in the approved FINAL WQMP. One copy of the approved FINAL WQMP on a CD-ROM in pdf format shall be submitted to the Public Works Engineering Department. The FINAL WQMP submittal shall include at the minimum the following reports/studies: a) Hydrology/hydraulics report b) Soils Report that includes soil infiltration capacity Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:63 Plot Plan No. PLN20-0348 47 of 61 c) Limited Phase II Environmental Site Assessment Report, as may be required by an approved Phase I ESA Report Final construction plans shall incorporate all the structural BMPs identified in the approved FINAL WQMP. The final developed project shall implement all structural and non-structural BMPs specified in the approved FINAL WQMP. One copy of the approved FINAL WQMP on a CD-ROM in pdf format shall be submitted to the Public Works Engineering Department. 177.Revising The Final WQMP - In the event the Final WQMP requires design revisions that will substantially deviate from the approved Prelim WQMP, a revised or new WQMP shall be submitted for review and approval by the Public Works / Engineering Department. The cost of reviewing the revised/new WQMP shall be charged on a time and material basis. The fixed fee to review a Final WQMP shall not apply, and a deposit shall be collected from the applicant to pay for reviewing the substantially revised WQMP. 178.WQMP Maintenance Agreement - All water quality features or BMPs shall be located within the property limits, and the maintenance shall be the full responsibility of the developer / project owner. Prior to, or concurrent with the approval of the FINAL WQMP, the developer / property owner shall record Covenants, Conditions and Restrictions (CC&R’s) that addresses the implementation and maintenance of proposed WQMP BMPs, or enter into an acceptable maintenance agreement with the City to inform future property owners of the requirement to perpetually implement the approved FINAL WQMP. Prior to Issuance of Any Certificate of Occupancy 179.Implement Project Specific WQMP - All structural BMPs described in the project-specific WQMP shall be constructed and installed in conformance with approved plans and specifications. It shall be demonstrated that the applicant is prepared to implement all BMPs described in the approved project specific WQMP and that copies of the approved project-specific WQMP are available for the future owners/occupants. The City will not release occupancy permits for any portion of the project until all proposed BMPs described in the approved project specific WQMPs, to which the portion of the project is tributary to, are completed and operational. 180.Inspection of BMP Installation – Prior to issuance of Certificate of Occupancy, all structural BMPs included in the approved FINAL WQMP shall be inspected for completion of installation in accordance with approved plans and specifications, and the FINAL WQMP. The Public Works Stormwater Inspection team shall verify that all proposed structural BMPs are in working conditions, and that a hard copy and / or digital copy of the approved FINAL WQMP are available at the site for use and reference by future owners/occupants. The inspection shall ensure that the FINAL WQMP at the site includes the BMP Operation and Maintenance Plan, and shall include the site in a City maintained database for future periodic inspection. 181.WQMP/BMP Education - Prior to issuance of Certificate of Occupancy, the developer / project owner shall provide the City proof of notification to future Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:64 Plot Plan No. PLN20-0348 48 of 61 occupants of all BMP’s and educational and training requirements for said BMP’s as directed in the approved WQMP. Proof of notification shall be provided to the Public Works / Engineering Department in forms determined acceptable by the Public Works Director / City Engineer. Public Education Program materials may be obtained from the Riverside County Flood Control and Water Conservation District’s NPDES Section through their website at www.rcwatershed.org. The developer must provide to the Public Works / Engineering Department a notarized affidavit, or other notification forms acceptable to the Public Works Director / City Engineer, stating that the distribution of educational materials to future homebuyers has been completed prior to issuance of occupancy permits. A copy of the notarized affidavit must be placed in the final WQMP report. The Public Works / Engineering Department MUST also receive the original notarized affidavit with the plan check submittal to clear the appropriate condition. Placing a copy of the affidavit without submitting the original will not guarantee clearance of the condition. G. WATER, SEWER, AND RECYCLED WATER 182.Meet Minimum Standards – All public water, sewer and recycled water improvements shall be designed per the City adopted Riverside County Ordinances 460, 461 and 787; Eastern Municipal Water Districts (EMWD) standards and specifications, including required auxiliaries and appurtenances. The final design, including pipe sizes and alignments, shall be subject to the approval of EMWD and the City of Menifee. 183.Utility Improvement Plans – Public Water, Sewer and Recycled Water improvements shall be drawn on City title block for review and approval by the Public Works / Engineering Department and EMWD. 184.Onsite and Offsite Sewer, Water and Recycled Water Improvements – All public onsite and offsite sewer, water and recycled water improvements shall be guaranteed for construction prior to approval of improvement plans. 185.Sewer Lines – Any new public sewer line alignments or realignments shall be designed such that the manholes are aligned with the center of lanes or on the lane line and in accordance with Riverside County Ordinances 460/461 and Eastern Municipal Water District standards. 186.Water Mains and Hydrants - All water mains and fire hydrants providing required fire flows shall be constructed in accordance with the Riverside County Ordinance Numbers 460 and 787, and subject to the approval of the Eastern Municipal Water District and the Riverside County Fire Department. H. CITYWIDE COMMUNITY FACILITIES MAINTENANCE DISTRICT (CFD) Prior to Building Permit Issuance 187.Annexation to the Citywide Community Facilities District (CFD) - Prior to the issuance of a Building Permit, the developer/property owner shall complete the annexation of the proposed development, into the boundaries of the City of Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:65 Plot Plan No. PLN20-0348 49 of 61 Menifee citywide Community Facilities Maintenance District (Services) CFD. The citywide CFD shall be responsible for: The maintenance of public improvements or facilities that benefit this development, including but not limited to, public landscaping, streetlights, traffic signals, streets, drainage facilities, water quality basins, graffiti abatement, and other public improvements or facilities as approved by the Public Works Director. The developer/property owner shall be responsible for all cost associated with the annexation of the proposed development in the citywide CFD. 188. CFD Annexation Agreement - In the event timing for this development’s schedule prevents the developer/property owner from complying with condition of approval for CFD annexation, the developer shall enter into a CFD annexation agreement to allow the annexation to complete after the issuance of a building permit but prior to issuance of a Certificate of Occupancy. The developer shall be responsible for all costs associated with the preparation of the CFD annexation agreement. The agreement shall be approved by the City Council prior to issuance of a building permit. 189.Landscape Improvement Plans for CFD Maintenance – Landscape improvements within public ROW and/or areas dedicated to the City for the citywide CFD to maintain shall be prepared on a separate City CFD plans for review and approval by the PW Engineering Department. The plans may be prepared as one plan for the entire development as determined by the PW Director. When necessary, as determined by the PW Director, a separate WQMP construction plan on City title block maybe required for review and approval by the PW Engineering Department prior to issuance of a grading permit. 190.Parkway Landscaping Design Standards - The parkway areas behind the street curb within the public’s right-of-way, shall be landscaped and irrigated per City standards and guidelines. 191.CFD Landscape Guidelines and Improvement Plans – All landscape improvements for maintenance by the CFD shall be designed and installed in accordance with City CFD Landscape Guidelines, and shall be drawn on a separate improvement plan on City title block. The landscape improvement plans shall be reviewed and approved by the PW Engineering Department prior to issuance of a construction permit. 192.Landscaping on Newport Road - The parkway areas behind the sidewalk within the public right-of-way fronting the entire property along Newport Road, shall be landscaped, and irrigated per City standards and guidelines. These areas shall be maintained by the CFD. 193.Maintenance of CFD Accepted Facilities – All landscaping and appurtenant facilities to be maintained by the citywide CFD shall be built to City standards. The developer shall be responsible for ensuring that landscaping areas to be maintained by the CFD have its own controller and meter system, separate from any private controller/meter system. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:66 Plot Plan No. PLN20-0348 50 of 61 I. WASTE MANAGEMENT 194.AB 341. AB 341 focuses on increased commercial waste recycling as a method to reduce greenhouse gas (GHG) emissions. The regulation requires businesses and organizations that generate four or more cubic yards of waste per week and multifamily units of 5 or more, to recycle. A business shall take at least one of the following actions to reuse, recycle, compost, or otherwise divert commercial solid waste from disposal: a) Source separate recyclable and/or compostable material from solid waste and donate or self-haul the material to recycling facilities. b) Subscribe to a recycling service with their waste hauler. c) Provide recycling service to their tenants (if commercial or multi-family complex). d) Demonstrate compliance with the requirements of California Code of Regulations Title 14. For more information please visit: www.rivcowm.org/opencms/recyclying/recycling_and_compost_business.html#m andatory 195.AB 1826. AB 1826 (effective April 1, 2016) requires businesses that generate eight (8) cubic yards or more or organic waste per week to arrange for organic waste recycling services. The threshold amount of organic waste generated requiring compliance by businesses is reduced in subsequent years. Businesses subject to AB 1826 shall take at least one of the following actions in order to divert organic waste from disposal: Source separate organic material from all other recyclables and donate or self-haul to a permitted organic waste processing facility. Enter into a contract or work agreement with gardening or landscaping service provider or refuse hauler to ensure the waste generated from those services meet the requirements of AB 1826. Consider xeriscaping and using drought tolerant/low maintenance vegetation in all landscaped areas of the project. As of January 1, 2019, the above requirements are now applicable to businesses that generate four (4) or more cubic yards of solid waste per week and one (1) or more cubic yards of organic waste per week. Additionally, as of January 1, 2019, a third trash bin is now required for organics recycling, which will require a larger trash enclosure to accommodate three (3) trash bins. This development is subject to this requirement. Prior to Building Permit Issuance: 196.Recyclables Collection and Loading Area Plot Plan. Prior to the issuance of a building permit for each building, the applicant shall submit three (3) copies of a Recyclables Collection and Loading Area plot plan to the City of Menifee Engineering/Public Works Department for review and approval. The plot plan shall show the location of and access to the collection area for recyclable materials, along Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:67 Plot Plan No. PLN20-0348 51 of 61 with its dimensions and construction detail, including elevation/façade, construction materials and signage. The plot plan shall clearly indicate how the trash and recycling enclosures shall be accessed by the hauler. The applicant shall provide documentation to the Community Development Department to verify that Engineering and Public Works has approved the plan prior to issuance of a building permit. 197.Waste Recycling Plan. Prior to the issuance of a building permit for each building, a Waste Recycling Plan (WRP shall be submitted to the City of Menifee Engineering/Public Works Department for approval. Completion of Form B “Waste Reporting Form” of the Construction and Demolition Waste Diversion Program may be sufficient proof of WRP compliance, as determined by the Public Works Director / City Engineer. At minimum, the WRP must identify the materials (i.e., concrete, asphalt, wood, etc.) that will be generated by construction and development, the projected amounts, the measures/methods that will be taken to recycle, reuse, and/or reduce the amounts of materials, the facilities and/or haulers that will be utilized, and the targeted recycling or reduction rate. During project construction, the project site shall have, at a minimum, two (2) bins; one for waste disposal and the other for recycling of Construction and Demolition (C&D) materials. Additional bins are encouraged to be used to further source separation of C&D recyclable materials. Accurate record keeping (receipts) for recycling of C&D recyclable materials and solid waste disposal must be kept. Arrangements can be made through the franchise hauler. Prior to Issuance of Any Certificate of Occupancy: 198.Waste Management Clearance. Prior to issuance of an occupancy permit for each building, evidence (i.e., receipts or other type of verification) shall be submitted to demonstrate project compliance with the approved WRP to the Engineering and Public Works Department in order to clear the project for occupancy permits. Receipts must clearly identify the amount of waste disposed and Construction and Demolition (C&D) materials recycled. Completion of Form C, “Waste Reporting Form” of the Construction and Demolition Waste Diversion Program along with the receipts may be sufficient proof of WRP compliance, as determined by the PW Director / City Engineer. J. FEES, DEPOSITS AND DEVELOPMENT IMPACT FEES 199.Fees and Deposits – Prior to approval of final maps, grading plans, improvement plans, issuance of building permits, and/or issuance of certificate of occupancy, the developer/property owner shall pay all fees, deposits as applicable. These shall include the regional Transportation Uniform Mitigation Fee (TUMF), any applicable Traffic Signal Mitigation Fees, Development Impact Fees (DIF), and any applicable Road and Bridge Benefit District (RBBD) Fee. Said fees and deposits shall be collected at the rate in effect at the time of collection as specified in current City resolutions and ordinances. Prior to Building Permit Issuance Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:68 Plot Plan No. PLN20-0348 52 of 61 200.Road Bridge Benefit District – This project is within the Menifee Valley Zone C Road Bridge and Benefit District (RBBD). The applicant shall pay the RBBD fees based on the designated land use and areas, prior to the issuance of a building permit. Should the project proponent choose to defer the time of payment, a written request shall be submitted to the City, deferring said payment from the time of issuance of a building permit to issuance of a certificate of occupancy. Fees which are deferred shall be based upon the fee schedule in effect at the time of issuance of the permit of each parcel. Prior to Issuance of Certificate of Occupancy 201.TUMF FEES - Prior to the issuance of an occupancy permit, the developer/property owner shall pay the Transportation Uniform Mitigation Fee (TUMF) in accordance with the fee schedule in effect at the time of issuance, pursuant to adopted City Ordinance governing the TUMF program. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:69 Plot Plan No. PLN20-0348 53 of 61 Section IV: Building and Safety Department Conditions of Approval Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:70 Plot Plan No. PLN20-0348 54 of 61 202.Final Building & Safety Conditions. Final Building & Safety Conditions will be addressed when building construction plans are submitted to Building & 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. 203.Compliance with Code. All Design components shall comply with applicable provisions of the 2019 edition of the California Building, Plumbing and Mechanical Codes; 2019 California Electrical Code; California Administrative Code, 2019 California Energy Codes, 2019 California Green Building Standards, California Title 24 Disabled Access Regulations, and City of Menifee Municipal Code. 204.ADA Access. Applicant shall provide details of all applicable disabled access provisions and building setbacks on plans to include: a. Disabled access from the public way to the main entrance of the building. b. Van accessible parking located as close as possible to the main entrance of the building. c. Accessible path of travel from parking to the furthest point of improvement. d. Path of accessibility from parking to furthest point of improvement. e. Accessible path of travel from public right of way to all public areas on site, such as enclosures, clubhouses and picnic areas. 205.County of Riverside Mount Palomar Ordinance. Applicant shall submit, at the time of plan review, a complete exterior site lighting plan with a “photometric study” showing compliance with County of Riverside Mount Palomar Ordinance Number 655P for the regulation of light pollution. All streetlights and other outdoor lighting shall be shown on electrical plans submitted to the Building & Safety Department. Any outside lighting shall be hooded and aimed not to shine directly upon adjoining property or public rights-of-way. All exterior LED light fixtures shall be 3,000 kelvin and below. 206.Street Name Addressing. Applicant must obtain street name addressing for all proposed buildings by requesting street name addressing and submitting a site plan for commercial, residential/tract, or multi-family residential projects. 207.Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work. 208.Obtaining Separate Approvals and Permits. Trash Enclosures, patio covers, light standards, and any block walls will require separate approvals and permits. Solid covers are required over new and existing trash enclosures. 209.Demolition. (If applicable) Demolition permits require separate approvals and permits. AQMD notification and approval may be required. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:71 Plot Plan No. PLN20-0348 55 of 61 210.On-Site Sanitary Sewer and Domestic Water Plan Approvals. On-site sanitary sewer and domestic water plans will require separate approvals and permits from Building and Safety. A total of 6 sets shall be submitted. 211.Hours of Construction. Signage shall be prominently posted at the entrance of the project indicating the hours or construction, as allowed by the City of Menifee Municipal Ordinance 8.01.010, for any site within one-quarter mile of an occupied residence. The permitted hours of construction are Monday through Saturday 6:30am to 7:00pm. No work is permitted on Sundays and nationally recognized holidays unless approval is obtained from the City Building Official or City Engineer. 212.House Electrical Meter. 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. 213.Roof Drains. Drainage water collected from a roof, awning, canopy or marquee, and condensate from mechanical equipment shall not flow over a public walking surface. 214.Protection and penetration. Protection of joints and penetrations in fire resistance- rated assemblies shall not be concealed from view until inspected for all designed fire protection. Required fire seals/fire barriers in fire assemblies at fire resistant penetrations shall be installed by individuals with classification or certification covering the installation of these systems. Provide certification for the installation of each area and certification of compliance for Building Officials/Fire Marshal’s approval. At Plan Review Submittal 215.Submitting Plans and Calculations. Applicant must submit to Building & Safety seven (7) complete sets of plans and two (2) sets of supporting documents, two (2) sets of calculations or, one set of each document listed above for electronic submittals 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 precise grading plan to verify accessibility for persons with disabilities. c. Truss calculations that have been stamped by the engineer of record of the building and the truss manufacturer engineer. Maybe a deferred submittal. d. Eastern Municipal Water District (EMWD) First Release Required. Prior to Issuance of Grading Permits 216.On-site Domestic Water and Sanitary Sewer Plans. On-site domestic water and sanitary sewer plans, submitted separately from the building plans, shall be submitted to Building & Safety for review and approval. 217.Demolition Permits. (If applicable) A demolition permit shall be obtained if there is an existing structure to be removed as part of the project. AQMD shall be notified Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:72 Plot Plan No. PLN20-0348 56 of 61 and a Permit/Release shall be submitted to Building and Safety, Prior to Permit Issuance. Prior to Issuance of Building Permits 218.Plans require Stamp of Registered Professional. Applicant shall provide appropriate stamp of a registered professional with original signature on the plans. Electronic Signature is acceptable. All associated Building Fees to be paid. 219. Each Department is required to Approve, with a signature. Prior to Start of Construction 220.Pre-Construction Meeting. A pre-construction meeting is required with the building inspector prior to the start of the building construction. Prior to Temporary Certificate of Occupancy 221.Temporary Certificate of Occupancy. Application and deposit to be submitted, a minimum of 5 working days prior to effective date. Each department is required to provide an Exhibit’ clearly identifying those Conditions of Approval that remain outstanding with a signature. Prior to Certificate of Occupancy 222. Each department is required to Review and Approve with a Signature, once ALL Conditions of Approval have been Met/Approved. Prior to Final Inspection 223. Each department that has conditions shall have completed and approved their final inspection prior to requesting the final inspection by the Building and Safety Department. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:73 Plot Plan No. PLN20-0348 57 of 61 Section V: Riverside County Fire Department Conditions of Approval Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:74 Plot Plan No. PLN20-0348 58 of 61 General Conditions 224.Fire Dept. Plan Review. Final fire and life safety conditions will be addressed when building plans are reviewed by the Fire Prevention Department. These conditions will be based on occupancy, use, the California Building Code (CBC), California Fire Code (CFC), and related codes which are in force at the time of building plan submittal. 225.Fire Flow. The Office of the County Fire Marshal is required to set a minimum fire flow for the remodel or construction of all residential buildings per CFC Appendix B. The developer shall provide for this project, a water system capable of delivering 1500 GPM at 20-PSI residual operating pressure for a 2-hour duration. The fire flow as given above has considered all information as provided. 226.Fire Hydrants. The Office of the County Fire Marshal is required to set minimum fire hydrant distances in accordance with Ordinance 787 and the California Fire Code Appendix C. A minimum number of 1 Super fire hydrant(s) (6”x4”x2½”x2½”) shall be provided for this project. Additional fire hydrants may be required to meet the spacing requirements of the California Fire Code. 227.Turning Radius. Minimum outside turning radius shall be 38-feet and 14 inside. 228.All Weather Access Roads. Fire apparatus access roads and driveways shall be designed and maintained to support the imposed loads of fire apparatus and shall be with a surface to provide all-weather driving capabilities. Access roads shall be 75,000 lbs. GVW. 229.Access Road Widths. Fire Department vehicle access roads shall have a clear unobstructed width of not less than 24 feet for commercial, with an unobstructed vertical clearance of not less than 13 feet 6 inches. Nothing can impede this clear width for fire department access. 230.Address at Site. Display street numbers in a prominent location on the address side of building(s) and rear access if applicable. Numbers and letters shall be a minimum of 12” in height for building(s) up to 25’ in height and 24” in height for building(s) exceeding 25’ in height. All addressing must be legible, of a contrasting color with the background and adequately illuminated to be visible from the street at all hours. All lettering shall be to Architectural Standards. 231.Designated Fire Lanes. Applicant/developer shall prepare a site plans designating required fire lanes with appropriate lane paintings and/or signs to the Fire Department for review and approval. 232.Hood/Duct Suppression System. A UL 300 hood/duct fire extinguishing system must be installed over the cooking equipment as required by the California Fire Code, California Mechanical Code and adopted standards. The extinguishing system must automatically shut down gas and /or electricity to all cooking appliances upon activation. A C-16 licensed contractor must submit plans to the Fire Department for review and approval prior to installation. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:75 Plot Plan No. PLN20-0348 59 of 61 Section VI: Riverside County Environmental Health Conditions of Approval Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:76 Plot Plan No. PLN20-0348 60 of 61 General Conditions 233.Potable Water and Sanitary Sewer. A “General Condition” shall be placed on the project indicating that the subject property is proposing to receive potable water service and sanitary sewer service from Eastern Municipal Water District (EMWD). It is the responsibility of this facility to ensure that all requirements to obtain potable water and sanitary sewer service are met with EMWD, as well as all other applicable agencies. 234.Removal/Abandonment of Any Existing OWTS And Wells. Prior to building permit issuance, any existing wells and/or existing on-site wastewater treatment systems (OWTS) shall be properly removed and/or destroyed under permit with DEH. 235.Environmental Cleanup Programs (RCDEH-ECP). If contamination or the presence of a naturally occurring hazardous material is discovered at the site, assessment, investigation, and/or cleanup may be required. Contact Riverside County Environmental Health - Environmental Cleanup Programs at (951) 955- 8980, for further information. 236.District Environmental Services (DES). Floorplans provided for the review of this project did not include plans for a kitchen or other type of operation that handles food. If in the future there is a proposal to serve food from this site, the plans will require review by DES to ensure compliance with applicable California Health and Safety Codes. An annual operating permit for the food facility may be required. Please contact the Hemet DES office at (951) 766-2824. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:77 Plot Plan No. PLN20-0348 61 of 61 The undersigned warrants that he/she is an authorized representative of the project referenced above, that I am specifically authorized to consent to all of the foregoing conditions, and that I so consent as of the date set out below. _______________________________________________ ___________________ Signed Date _______________________________________________ ___________________ Name (please print) Title (please print) Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:78 RESOLUTION PC 21-____ A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MENIFEE, CALIFORNIA APPROVING CONDITIONAL USE PERMIT NO. PLN20-0347, POPEYES RESTAURANT LOCATED SOUTH OF NEWPORT ROAD, NORTH OF RIM CREEK PATH, EAST OF EVANS ROAD AND WEST OF WINTERHAWK ROAD (APN: 360-020-029) Whereas, on December 9, 2020, the applicant, Alan Breton, on behalf of DMSD Property, LLC., filed a formal application with the City of Menifee for the approval of Conditional Use Permit No. PLN20-0347 to allow for a quick serve restaurant with associated drive-thru facilities within the Economic Development Corridor – Newport Road (EDC-NR); and, Whereas, on December 9, 2020, the applicant, Alan Breton, on behalf of DMSD Property, LLC., filed a formal application with the City of Menifee for the approval of Plot Plan No. PLN20-0348 for new construction of a new 2,364 square foot quick-serve restaurant (Popeyes) and full site improvements (including site landscaping and parking lot); and, Whereas, on September 22, 2021, the Planning Commission of the City of Menifee held a public hearing on the Project, considered all public testimony as well as all materials in the staff report and accompanying documents for Conditional Use Permit No. PLN20-0347, which hearing was publicly noticed by a publication in The Press Enterprise, a newspaper of general circulation, an agenda posting, and notice to property owners within 400 feet of the Project boundaries, and to persons requesting public notice and on-site posting; and NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Menifee makes the following Findings: Section 1:Consistency with the General Plan. The proposed design and location of the conditional use is consistent with the adopted General Plan and any applicable specific plan: Consistency with General Plan The project site zoning classification and General Plan land use designation is Economic Development Corridor – Newport Road (EDC-NR). The Newport Road subarea is intended for neighborhood-oriented commercial, and office uses that support residential communities and development in the vicinity of this major traffic corridor. The quick serve restaurant will serve the adjacent residential communities and local businesses. The project is consistent with the General Plan land use designation and is compatible with surrounding General Plan land uses. In addition, the project is consistent with the following City of Menifee General Plan policies: Project Design/ Building Design CD-5: Economic Development Corridors that are visually distinctive and vibrant and combine commercial, industrial, residential, civic, cultural, and recreational uses. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:79 Resolution No PC 21-____ Conditional Use Permit No. PLN20-0347 September 22, 2021 CD-3: Projects, developments, and public spaces that visually enhance the character of the community and are appropriately buffered from dissimilar land uses so that differences in type and intensity do not conflict. The Newport Road Corridor is intended to provide neighborhood-oriented commercial uses that support the adjacent residential development. The use combined with the vibrant architecture creates a visually distinctive site within the EDC-NR subarea of the General Plan with high quality architecture and site design. CD-3.22: Incorporate visual buffers, including landscaping, equipment and storage area screening, and roof treatments, on properties abutting either Interstate 215 or residentially designated property. CD-6: Attractive landscaping, lighting, and signage that conveys a positive image of the community. CD-3.17: Encourage the use of creative landscape design to create visual interest and reduce conflicts between different land uses. The public parkway and on-site landscaping in the form of low shrubs and trees will assist in screening on-site parking and vehicular activity. Perimeter landscaping and a 4- foot low screen wall have been included to visually screen the drive-thru traffic and vehicular headlights from surrounding roadways. A masonry block trash enclosure with a decorative cap will have landscape vines on the exterior at 10 feet on center and an overhead decorative trellis and will screen the trash bins. All mechanical roof equipment will be hidden behind the decorative parapet feature. All proposed structures will utilize complementary colors, materials, and architectural features and, therefore, will be functionally and visually integrated. Community Design Features - Lighting CD-6.4  Require that lighting and fixtures be integrated with the design and layout of a project and that they provide a desirable level of security and illumination. CD-6.5  Limit light leakage and spillage that may interfere with the operations of the Palomar Observatory. The project is required to include lighting and security cameras at the entrances as well as within the property and the site has been designed to limit concealed areas to allow for greater visibility and security. Adequate onsite lighting will be provided for security and visibility. The project has been conditioned for all lighting fixtures to comply with Ordinance No. 2009-24, “Dark Sky Ordinance”, which will have the effect of limiting leakage and spillage of light. Section 2:The proposed design and location of the conditional use meet all applicable standards of development and operation of the City’s Zoning Code, including any applicable specific use regulations. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:80 Resolution No PC 21-____ Conditional Use Permit No. PLN20-0347 September 22, 2021 The project site zoning classification and General Plan land use designation is Economic Development Corridor – Newport Road (EDC-NR). The purpose of the Economic Development Corridor is to establish business districts in the City that provide appropriate locations for commercial, office, industrial and economic development. The purpose of the Newport Road Subarea is to provide a buffer and transition from the commercial corridor to the adjacent single-family residential neighborhoods. The General Plan Land Use Designation and Zoning classification of the Economic Development Corridor are consistent and compatible with one another. A quick serve restaurant may be permitted within the EDC-NR Subarea with the approval of a Conditional Use Permit. The proposed Project meets all applicable standards of development and operation of the City’s Zoning Code, including any applicable specific use regulations. The Project meets all the Development Code standards of Title 9, including but not limited to, parking requirements, setbacks, landscape coverage, floor area ratio (FAR) and height requirements of the EDC-NR zone. The project is compatible with the surrounding land uses, General Plan land use designations, and zoning classifications subject to Planning Commission approval. Section 3: That the proposed site is adequate in size and shape to accommodate the conditional use in a manner that is compatible with existing and planned uses in the vicinity. As previously stated, the Newport Road subarea is intended for neighborhood-oriented commercial, office and institutional uses that support residential communities and development in the vicinity of this major traffic corridor. The size and shape of the building and use are consistent with similar uses throughout the city and the county. The EDC-NR standards allow for a 1.0 FAR, and the project is proposing a FAR of 0.05 or 5%. The size and shape of the proposed building and use were analyzed and have been found to be consistent with other uses in the vicinity. Section 4: That the proposed design and location of the conditional use will not be detrimental to the public health, safety or welfare, or materially injurious to uses, properties or improvements in the vicinity. The Project is compatible with the surrounding land uses, General Plan land use designations, and zoning classifications and is adequately sized, shaped, designed and located to accommodate the proposed uses. As noted above in Sections 1 and 2, the Project includes uses that are compatible and serve surroundings residents and businesses. The Project has been reviewed by a variety of Departments to ensure compliance with applicable regulations, including, but not limited to City of Menifee Building and Safety Department, Engineering and Public Works Department, Fire Department, Menifee Police Department, and Riverside County Environmental Health Department. These Departments have also provided conditions of approval as appropriate to ensure compliance with applicable regulations. Therefore, the project would not create conditions materially detrimental to the public health, safety and general welfare or injurious to or incompatible with other properties or land uses in the project vicinity. The project is consistent with the zoning code. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:81 Resolution No PC 21-____ Conditional Use Permit No. PLN20-0347 September 22, 2021 Section 5:Compliance with CEQA. Processing and approval of the permit application are in compliance with the requirements of the California Environmental Quality Act. The project is determined to be Categorically Exempt under Section 15303, “New Construction or Conversion of Small Structures” under the California Environmental Quality Act (CEQA) and CEQA Guidelines. This exemption is for the construction and location of limited numbers of new, small facilities or structures; installation of small new equipment and facilities in small structures; and the conversion of existing small structures from one use to another where only minor modifications are made in the exterior of the structure. The numbers of structures described in this section are the maximum allowable on any legal parcel. Examples of this exemption include but are not limited to: c) A store, motel, office, restaurant or similar commercial or institutional structure not involving the use of significant amounts of hazardous substances, and not exceeding 2500 square feet in floor area. In urbanized areas, the exemption also applies to up to four such commercial buildings not exceeding 10,000 square feet in floor area on sites zoned for such use, if not involving the use of significant amounts of hazardous substances where all necessary public services and facilities are available, and the surrounding area is not environmentally sensitive. The proposed structure does not exceed 2500 square feet and the restaurant use will not involve the use of significant amounts of hazardous substances nor is the project located within an environmentally sensitive area. Lastly, public services and facilities will be available to the proposed project. BE IT FURTHER RESOLVED, the Planning Commission of the City of Menifee hereby approves Conditional Use Permit No. PLN20-0347 subject to the following: 1. The Findings set out above are true and correct. 2. Conditional Use Permit No. PLN20-0347 is hereby approved subject to the Conditions of Approval set forth in the attachments to this Resolution. PASSED, APPROVED AND ADOPTED this the 22nd day of SEPTEMBER, 2021. _________________________ Benjamin Diederich, Chairman Attest: _______________________________ Stephanie Roseen, Deputy City Clerk Approved as to form: ______________________________ Thai Phan, Assistant City Attorney Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:82 Conditional Use Permit No. PLN20-0347 1 of 10 EXHIBIT “1” CONDITIONS OF APPROVAL Planning Application No.: “Popeyes” Conditional Use Permit No. PLN20-0347 Project Description: Conditional Use Permit No. PLN20-0347 allows for the quick- serve restaurant with drive-thru facilities in the Economic Development Corridor – Newport Road (EDC-NR) Subarea. Associated Applications: Plot Plan (PP) No. PLN20-0348 construction of a new 2,364 square foot quick-serve restaurant (Popeyes) at a .96-acre (41,908 square foot) vacant site located at 26765 Newport Road. The project also consists of site improvements that include a new commercial trash enclosure, new parking lot and site landscaping. The project also includes a master sign program for the project site which contains general specifications for materials, sign area, number of signs allowed, directional signage, menu boards, and general locations for all signs. The master sign program also includes free-standing monument sign and a 94.86 sq. ft. painted mural consistent with the Popeyes national logo/branding. Assessor's Parcel No.:360-020-029 Approval Date:September 22, 2021 Expiration Date:September 22, 2024 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:83 Conditional Use Permit No. PLN20-0347 2 of 10 Within 48 Hours of the Approval of This Project 1.Indemnification. Applicant/developer shall indemnify, defend, and hold harmless the City of Menifee and its elected city council, appointed boards, commissions, committees, officials, employees, volunteers, contractors, consultants, and agents from and against any and all claims, liabilities, losses, fines, penalties, and expenses, including without limitation litigation expenses and attorney’s fees, arising out of either the City’s approval of the Project or actions related to the Property or the acts, omissions, or operations of the applicant/developer and its directors, officers, members, partners, employees, agents, contractors, and subcontractors of each person or entity comprising the applicant/developer with respect to the ownership, planning, design, construction, and maintenance of the Project and the Property for which the Project is being approved. In addition to the above, within 15 days of this approval, the developer/applicant shall enter into an indemnification agreement with the City. The indemnification agreement shall be substantially the same as the form agreement currently on file with the City. 2.Filing Notice of Exemption. The applicant/developer shall deliver to the Planning Division, a cashier's check or money order made payable to the County Clerk in the amount of fifty dollars ($50) for the County administrative fee, to enable the City to file the Notice of Exemption (NOE) for the project within forty-eight (48) hours of the approval of the project. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:84 Conditional Use Permit No. PLN20-0347 3 of 10 Section I: Conditions Applicable to All Departments Section II: Community Development Department Conditions of Approval Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:85 Conditional Use Permit No. PLN20-0347 4 of 10 Section I: Conditions Applicable to All Departments Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:86 Conditional Use Permit No. PLN20-0347 5 of 10 1.Definitions. The words identified in the following list that appear in all capitals in the attached conditions of Conditional Use Permit (CUP) No. PLN20-0347 and Plot Plan (PP) No. PLN20-0348 shall be henceforth defined as follows: APPROVED EXHIBITS contain the following plans dated 9/3/21: Site Plan Landscape Plan Grading Plan Materials and Colors Floor Plan Photometric Plan Elevations Master Sign Plan 1.Ninety (90) Days. The permittee has ninety (90) days from the date of approval of these conditions to protest, in accordance with the procedures set forth in Government Code Section 66020, the imposition of any and all fees, dedications, reservations and/or other exactions imposed on this project as a result of this approval or conditional approval of this project. 2.City of Menifee. The City of Menifee is a new City, incorporated on October 1, 2008; the City is studying and adopting its own ordinances, regulations, procedures, processing and development impact fee structure. In the future the City of Menifee will identify and put in place various processing fees to cover the reasonable cost of the services provided. The City also will identify and fund mitigation measure under CEQA through development impact fees. Such fees may include but are not limited to processing fees for the costs of providing planning services when development entitlement applications are submitted, which fees are designed to cover the full cost of such services, and development impact fees to mitigate the impact of the development proposed on public improvements. To the extent that Menifee may develop future financing districts to cover the costs of maintenance of improvements constructed by development, Permittee agrees to petition for formation of, annexation to or inclusion in any such financing district and to pay the cost of such formation, annexation or inclusion. The permittee acknowledges it is on notice of the current development fees and understands that such fees will apply at the levels in effect at the time the fee condition must be met as specified herein. 3.Comply with All Conditions. The applicant/developer shall comply with all terms and conditions of Conditional Use Permit (CUP) No. PLN20-0347 and Plot Plan (PP) No. PLN20-0348. 4.Revocation. In the event the use hereby permitted under this permit, a) is found to be in violation of the terms and conditions of this permit, b) is found to have been obtained by fraud or perjured testimony, or c) is found to be detrimental to the public health, safety or general welfare, or is a public nuisance, this permit shall be subject to the revocation procedures. 5.Business License. Every person conducting a business within the City of Menifee shall obtain a business license, as required by the Menifee Municipal Code. For more information regarding business registration, contact the City of Menifee. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:87 Conditional Use Permit No. PLN20-0347 6 of 10 6.Expiration Date. This approval shall be used within three (3) years of the approval date; otherwise, it shall become null and void and of no effect whatsoever. By use is meant the beginning of substantial construction contemplated by this approval within a three-(3)-year period which is thereafter diligently pursued to completion or to the actual occupancy of existing buildings or land under the terms of the authorized use. Prior to the expiration of the three-(3)-year period, the permittee may request up to a three-(3)-year extension of time in which to begin substantial construction or use of this permit. Should the three-(3)-year extension be obtained and no substantial construction or use of this permit be initiated within six (6) years of the approval date this permit, shall become null and void. 7.Modifications or Revisions. The permittee shall obtain City approval for any modifications or revisions to the approval of this project. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:88 Conditional Use Permit No. PLN20-0347 7 of 10 Section II: Community Development Department Conditions of Approval Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:89 Conditional Use Permit No. PLN20-0347 8 of 10 General Conditions 8.Comply with Ordinances. The development of these premises shall comply with the standards of the City of Menifee Municipal Code and all other applicable ordinances and State and Federal codes and regulations. 9.Compliance with Plot Plan No. PLN20-0348. The general site development standards as well as the site design, layout, location, setbacks, parking, landscaping, walls, building elevations, and other features for the quick serve restaurant shall be in substantial conformance with those approved for Plot Plan No. PLN 20-0348. 10.Subsequent Submittals. Any subsequent submittals required by these conditions of approval, including but not limited to grading plan, building plan or mitigation monitoring review, shall be reviewed on an hourly basis (research fee), or other such review fee as may be in effect at the time of submittal, as required by Resolution No. 18-741 (Cost of Services Fee Study), or any successor thereto. Each submittal shall be accompanied with a letter clearly indicating which condition or conditions the submittal is intended to comply with. 11.Parking. All on-site parking shall comply with the provisions of Chapter 9.215 (Parking and Loading Standards). All on-site parking and circulation shall be in compliance with APPROVED EXHIBITS at all times. 12.Limitations on Vehicle Parking. The parking area shall be used for employee and customer parking only and not for the overnight or long-term storage of vehicles. Additionally, no vehicle to be serviced or repaired shall be parked or stored on any adjacent street or property. 13.Signage. A master sign program has been approved with this application. All signs shall be consistent with the APPROVED EXHIBITS. Building permits for all signage shall be reviewed and approved by the Community Development Department to confirm conformance with the approved sign program. Any proposed signage shall be in substantial conformance with the approved signage locations as shown on APPROVED EXHIBITS. 14.Hours of Operation. The general franchise hours of operation are 10:00AM – 11:00PM, seven (7) days per week. Any deviation from these hours (i.e. Hours expanded for breakfast) shall be reviewed and approved by the Community Development Director. 15.Occupancy. The restaurant will have a maximum occupancy load of 91 persons or as otherwise approved by the Fire Marshal. 16.No Outdoor Storage. No outdoor storage is allowed within the site. No storage lockers, sheds, metal container bins or metal shipping containers, other than those shown on APPROVED EXHIBITS, will be allowed to be kept onsite unless reviewed and approved by the Community Development Department. 17.Subsequent Review. No expansion of the site or the use shall occur without subsequent reviews and approvals from the Planning Department before such expansion. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:90 Conditional Use Permit No. PLN20-0347 9 of 10 18.Ceased Operations. In the event the uses hereby permitted cease operation for a period of one (1) year or more, excluding renovation and casualty, this approval shall become null and void. Prior to Building Permit Issuance 19.Security Systems. Prior to the issuance of Building Permits, the applicant shall prepare a security plan for the site. The security plan for this project shall include a comprehensive security camera system that clearly depicts the entire parking field. This security camera system shall be based in one of the buildings containing the management office for this development, or inside a security office located within one of the retail buildings or other places acceptable to the Menifee Police Department, that is accessible to law enforcement at all times of the day and night. This security camera system shall have a recording capacity to minimally save footage for the period of one month or as approved by the Police Department. The above camera surveillance system shall include LPR (License Plate Recognition) cameras installed at the entrances/exits to this project or as approved by the Police Department. LPR cameras are cameras specifically designed to read and record vehicle license plates as they enter and exit this complex. It should be noted that high-quality day/night vision LPR cameras are relatively inexpensive. The plan shall be approved prior to issuance of Building Permits. Prior to Final Occupancy 20.Security System Inspection. The City of Menifee Police Department and/or Planning Division of the Community Development Department shall verify that the security system has been installed prior to final occupancy. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:91 Conditional Use Permit No. PLN20-0347 10 of 10 The undersigned warrants that he/she is an authorized representative of the project referenced above, that I am specifically authorized to consent to all of the foregoing conditions, and that I so consent as of the date set out below. _______________________________________________ ___________________ Signed Date _______________________________________________ ___________________ Name (please print) Title (please print) Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:92 CS COVER SHEET PROJECT OWNER DMSD CAJUN EATS41856 IVY ST. #201 MURRIETA, CA, 92562 CONTACT: DAVID BESHAY PHONE: (951) 816-0189 ARCHITECT MARKS ARCHITECTS INC.2643 FOURTH AVE, SAN DIEGO, CA, 92103 CONTACT: GABRIELA MARKS PHONE: (619) 702-9448 EQUIPMENT NUMBER REFERENCE POINT BLDG. HEIGHT REVISION NUMBER DETAIL SHEET DETAIL NUMBER DIRECTION OF DETAIL XXX 000 EQUIPMENT / FIXTURE NUMBER (M.E.P.) SHEAR WALL TYPE (STRUCTURAL) INTERIOR ELEVATION DESIGNATION BLDG. SECTION SHEET KEY NOTE EXTERIOR WALL FINISH NUMBER WINDOW NUMBER / DECOR ITEM NUMBER DOOR NUMBER ELEV. SHEET ELEV. LETTER BLDG. SECTION LETTER 8'-4" NAME CEILING HEIGHT ELEVATION NUMBER ROOM NAME SHEET NUMBER REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. X X X AX.X X AX.X X AX.X 0'-0" ELEV XX ROOM FINISH NUMBER X AX.X 1 2 3 4 X-000 X XX ALL WORK SHALL CONFORM TO THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE COUNTY OF RIVERSIDE. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. A201 LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. DRAWINGS ARE BASED ON A SURVEY, PREPARED BY COMMERCIAL DEVELOPMENT RESOURCES AND ISINCLUDED IN THESE DOCUMENTS. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A GEOTECHNICALINVESTIGATION BY CW SOILS. THE REPORT IS PART OF THESE CONTRACT DOCUMENTS, AND THECONTRACTOR IS RESPONSIBLE FOR CARRYING OUT ITS RECOMMENDATIONS, THOUGH SOME MAY NOT BESPECIFICALLY DETAILED ON THE PLANS. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANYDISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TOSTARTING WORK. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE YUM BRANDS CONSTRUCTION MANAGER, INWRITING, PRIOR TO INSTALLATION. RETAIN THE PROJECT GEOTECHNICAL ENGINEER TO PROVIDE OBSERVATION AND TESTING SERVICES DURINGTHE GRADING (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASE OF CONSTRUCTION ASRECOMMENDED IN THE GEOTECHNICAL REPORT. ALL TESTING AND INSPECTION REPORTS, INCLUDING FINALSUMMATION LETTER, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND OWNER. G.C. SHALL CERTIFYPAD ELEVATION PRIOR TO START OF FOUNDATION WORK. SUBMIT PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDINGPERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER,HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. YUM BRANDS WILL PAY FOR"CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. PAY FOR TEMPORARY FACILITIES FEES AS REQUIREDTO COMPLETE THE WORK IN A TIMELY MANNER. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT TIME OFCONSTRUCTION. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONSARE NOT CLEAR. GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESSOTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. ALL MATERIALS STAGED TO BE USED FOR CONSTRUCTION SHALL BE PROTECTED FROM EXCESSIVE MOISTURE. IF THEY ARE EXPOSED TO MOISTURE THEY SHOULD BE ADEQUATELY DRIED BEFORE ENCAPSULATED INTO THE BUILDING. ALL PAINTS, ADHESIVES, COATINGS AND SEALANTS USED INSIDE THE BUILDING SHALL HAVE A LOW VOC CONTENT. POPEYES LOUISIANA KITCHEN, INC. PLK1846-DL PROTOTYPE X PROJECT SUMMARY ITEMS UNDER A SEPARATE PERMIT PROJECT DIRECTORY VICINITY MAP PROJECT GENERAL NOTES SHEET INDEXGENERAL DRAWING SYMBOLS TITLE CS COVER SHEET SCOPE OF WORK: NEW DRIVE THROUGH RESTAURANT. SITE WORK INCLUDES INSTALLATION OF NEW PAVEMENT, PARKING AND LANDSCAPING. SCOPE OR WORK INCLUDES CONSTRUCTION OF MASONRY TRASH ENCLOSURE AND PARKING LOT LIGHTS. PROJECT OWNER: ARCHITECT: ADDRESS: PARCEL No.: GROSS BUILDING AREA: TOTAL SITE AREA: BUILDING HEIGHT: SEATING: OCCUPANCY: PLANNING ZONE: TYPE OF CONSTRUCTION: PARKING REQUIRED: 26765 NEWPORT RD DMSD LEGAL JURISDICTION: CITY OF MENIFEE, COUNTY OF RIVERSIDE CIVIL ENGINEER COMMERCIAL DEVELOPMENT SERVICES 4121 WESTERLY PLACE #112 NEWPORT BEACH, CA, 92660 CONTACT: AARON ALBERTSON PHONE: (949) 610-8997 LANDSCAPE ARCHITECT SOTELO LANDSCAPE ARCHITECTS 2643 FOURTH AVENUE SAN DIEGO, CA, 92103 CONTACT: ANGELINA SOTELO PHONE: (619) 719-6756 BUILDING AREA AND OCCUPANT LOAD VESTIBULE: KITCHEN: OFFICE: STORAGE: DINING ROOM: RESTROOMS: TOTAL: DMSD CAJUN EATS MARKS ARCHITECTS INC. 26765 NEWPORT RD. MENIFEE CA 92584 360-020-029 2,364 SQ. FT. 41,908.40 SF / 0.962 AC 21'-10" 46 INDOOR A2 ECONOMIC DEVELOPMENT CORRIDOR - NEWPORT ROAD (EDC-NR) VB NON-SPRINKLERED 8 SPACES PER 1,000 SQ. FT. + 105.07 SF. 987.93 SF. 35.47 SF. 239.39 SF. 836.89 SF. 126.63 SF. 2,364 SF. TYPE AREA OCC. FACTOR OCCUPANTS 200 100 15 0 300 0 5 1 56 0 1 0 63 SIGNAGE CANOPIES DRIVE THROUGH EQUIPMENT ARCHITECTURAL A1 FLOOR PLAN A5 COLORED EXTERIOR ELEVATIONS LEGAL DESCRIPTION SITE SD0 ARCHITECTURAL SITE PLAN PLANNING SUBMITTAL 12-31-2021 LICEN S ED ARCH I T E C T ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2021 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS 7.29.21 26765 NEWPORT RD,MENIFEE CA 92584 K1 SEATING AND KITCHEN PLAN A6 COLORED EXTERIOR ELEVATIONS MENIFEE CA, 92584 ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS INCLUDING ALL DOCUMENTS ON ELECTRONIC MEDIA, PREPARED BY MARKS ARCHITECTS INC. AS INSTRUMENTS OF SERVICES SHALL REMAIN THE PROPERTY OF MARKS ARCHITECTS INC. MARKS ARCHITECTS INC SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. © COPYRIGHT 2020 OWNERSHIP OF INSTRUMENTS OF SERVICE RETAIL AREA AND OCCUPANT LOAD 2,145 S.F.60 36 OVERALL TOTAL:3,985.45 SF.91 OPEN SPACE: CONDITIONAL USE PERMIT & PLOT PLAN (CUP PLN20-0347 & PP PLN20-0348) APPLICATION FOR: CG1 CONCEPTUAL GRADING PLAN L1.0 LANDSCAPE CONCEPT PLAN ELECTRICAL ROOM:33.15 SF.0 0 APPLICABLE CODES: MENIFEE CODE OF ORDINANCES & 18 EXTERIOR = 64 TOTAL LEGAL DESCRIPTION: REAL PROPERTY IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 2 AND LOT "A" OF PARCEL MAP NO. 9578 AS PER PLAT RECORDED IN BOOK 48 OF PARCEL MAPS, PAGE(S) 19, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. L1.1 PLANTING LEGEND A4 ROOF PLAN E0.06 PHOTOMETRIC PLAN SCHOOL DISTRICTSUTILITIES ELECTRIC SOUTHERN CALIFORNIA EDISON 26100 MENIFEE RD. MENIFEE, CA 92585 800-655-4555 WATEREASTERN MUNICIPAL WATER DISTRICT 2240 TRUMBLE RD. PERRIS. CA, 92570 951-928-3777 GAS SOUTHERN CALIFORNIA GAS COMPANY527 N SAN JACINTO STHEMET, CA 92543800-427-2220 MENIFEE UNION SCHOOL DISTRICT 29775 HAUN ROAD MENIFEE, CA 92586 951-672-1851 PERRIS UNION HIGH SCHOOL DISTRICT 155 E. 4TH STREETPERRIS, CA 92570951-943-6369 CG2 CONCEPTUAL STREET IMPROVEMENTS (FUTURE BUILD-OUT) CG3 CONCEPTUAL WET UTILITY PLAN CG4 EXISTING DRAINAGE AREA MAP CG5 POST DEVELOPMENT HYDROLOGY CG6 CONCEPTUAL STORM DRAIN PLAN SD1 TRASH ENCLOSURE DETAILS OUTDOOR DINING 316 SQ. FT. PARKING PROVIDED:24 1 SPACE PER 2 EMPLOYEES 8 X 2.36= 19 6 / 2 = 3 =22 22 _ CIVIL LANDSCAPE SD2 CONCEPTUAL MASTER PLAN CG7 PRE DEVELOPMENT CONDITIONS FM-01 FIRE ACCESS PLAN Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:93 EV/ CLE A N A I R NOPAR K I N G NO PAR K I N G ONLYEXIT DRI V E TH R U DRI V E THR U 40' TRUCK CL CL PLANNING SUBMITTAL 12-31-2021 LICEN S ED ARCH I T E C T ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2021 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS 7.29.21 NEW HC VAN ACCESSIBLE PARKING SPACE AND STRIPING NEW CLEARANCE BAR PAINT TRAFFIC ARROWS, WHITE LANDSCAPE AREA REFER TO LANDSCAPE DRAWINGS PAINT 24" HIGH LETTERS - WHITE. 2 COATS HIGHWAY GRADE PAINT GAS METER ACCESSIBLE PARKING SIGN. INSTALL GREASE INTERCEPTOR PER LOCAL ORDINANCE. ACCESSIBLE PATH OF TRAVEL FROM ROW ELECTRICAL MAIN SWITCH BOARD OUTDOOR DINING AREA NEW CURB RAMP. CONCRETE PAVING. CONTRACTOR PROVIDE BID ALTERNATEFOR BLACK CONCRETE A.C. PAVING AND BASE. KEY NOTES LOADING AREA CONCRETE WHEEL STOPS 5'x5' LEVEL LANDING AREA NEW DRIVE THRU LANE 4' HIGH SCREEN WALL AT DRIVE THRU, TO BE OF DECORATIVEBLOCK WITH CAP NEW DIRECTIONAL SIGN BY VENDOR UNDER A SEPARATE PERMIT. BOLLARD 1 TOW AWAY SIGN PER LOCAL CODES. 2 3 NEW YARD LIGHT, LIGHT FIXTURES TO BE SUPPLIED BY OWNER,AND INSTALLED BY G.C. STYLE TO BE COMPATIBLE WITH STYLE ONADJACENT PROPERTIES 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 NEW 6' HIGH MASONRY TRASH ENCLOSURE WITH STEEL GATES. PAINT TRASH ENCLOSURE& GATES TO MATCH BUILDING. REFER TO SHEET SD1 PAINT HANDICAP SYMBOL - WHITE ON BLUE BACKGROUND. ACCESSIBLE PATH OF TRAVEL FROM ACCESSIBLE PARKING STALL PATH OF TRAVEL TO TRASH ENCLOSURE 29 NEW DIRECTIONAL SIGN. THANK YOU / DO NOT ENTER, BY VENDORUNDER A SEPARATE PERMIT. 30 31 NEW DETECTABLE WARNINGS MENU BOARD "NO PARKING" WHITE LETTERS 12" HIGH MIN32 PROVIDE CONDUIT FOR FUTURE EV CHARGING STATION33 HATCH LEGEND LANDSCAPE CONCRETE BUILDING SD0 SITE PLAN 1 STORY RESTAURANT VB CONSTRUCTIONNON-SPRINKLERED 2,364 SF BICYCLE RACK, SEE DETAIL 2/SD034 MONUMENT SIGN TO INCORPORATE A DECORATIVE BASEOF BRICK TO BE COMPATIBLE WITH MONUMENT SIGNSOF SURROUNDING PROJECTS 35 N 2 3 4 5 6 8 1 25' BUILDING SETBACK 10' LANDSCAPE SETBACK 7 1 15 16 17 18 19 20 21 22 NEWPORT ROAD SD0 1 SITE PLAN 1'=20'-0" TYP 910 11 12 1314 2 3 4 5 6 7 8 9 10 11 PREVIEW BOARD, SPEAKER PEDESTAL, SENSOR LOOP & MENU BOARD SIGN SUPPLIER.FOUNDATION AND ROUGH ELECTRICAL BY G.C. (4.0 AMPS) NEW PROPERTY LINE SD0 2 BIKE RACK N.T.S. N89°53'00"E 180.43' N0 0 ° 1 4 3 ' 3 5 " E 2 3 2 . 2 8 ' N89°53'00"E 180.43' N0 0 ° 1 4 ' 3 5 " W 2 0 . 0 0 ' 36 " 22" 6" 12 13 14 23 24 R2 0 ' - 0 " R2 0 ' - 0 " R2 0 ' - 0 " 21 6 3 7 16 7 24 28 4 12 33 24 32 13 22 11 9 5 TYP9 8 10 10 8 28 10 2 1 TYP2 26 23 TYP 2 28 28 15 11 11 17 18 31 19 20 25 14 14 32 5 S P A C E S @ 9 ' - 0 " E A 4 5 ' - 0 " T O T A L 8'- 0 " 6 S P A C E S @ 9 ' - 0 " E A 5 4 ' - 0 " 34 35 18 11 30 29 13 S P A C E S @ 9 ' - 0 " E A 1 1 7 ' - 0 " T O T A L 1'-0 " 1'- 0 " 1'-0 " N0 0 ° 1 4 ' 3 0 " E 2 3 2 . 2 8 ' N89°53'00"E 180.43' N89°53'00"E 180.43' WI N T E R H A W K R O A D R20 ' - 0 "R32'-0" 33'-0"82' - 5 " 4'-5 " 20 ' - 1 1 " 13 ' - 9 " 9 12 ' - 0 " 10' - 4 " 9'-0 " 9'- 0 " 11 5'- 0 " 7'-2 " 12' - 0 " 3'-0 " 12 ' - 0 " 24 ' - 6 " 6'- 6 " 26 ' - 0 " 6'-6 " 9'- 7 " 7'- 1 0 " 24' - 7 " 13'-4"9'-0" 11 8'-7"6'-6" 24 18'-0"30'-0"18'-0"13'-7"30'-6" PARCEL 1 OWNER:CAL CRUZAPN: 306-020-072 OWNER: RONALD HARTLEY & JC REAL ESTATE GROUPAPN: 306-020-028 OWNER: CORNELIO LIVING TRUSTAPN: 306-020-032 OWNER: NEWHAWK APN: 306-020-073 PARCEL 3PARCEL 4 TYP 2TYP WIN G A T E L A N E 3'-0" 36 SURVEILLANCE VIDEO CAMERAS FOR PUBLIC AREAS TO BE PROVIDED, BY VENDOR 36 GROSS AREA: 41,908.40 SF 27 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:94 PLASTICCOMPOSITE GATESEE DETAIL J/SD1 1/4"SLOPEPER FT C.J. @ 10'-0" O.C. 6" THICK P.C.C. SLAB W/ 6" X 6" - 10/10 W.W.M. ON 6" GRAVEL BASE OPTIONAL FLOOR DRAIN AS ERQD. BY LOCAL CODE. 45° @ CONCRETE EDGES 12" X 18" FOOTING 6" DIA. PIPE, 8' LONGFILLED W/ CONCRETE. TOPOF PIPE; 4' ABOVE SLAB,REQ'D FOOTING: 2'-0" DIA.X 4'-0" DEEP. (TYP.) 6" DIA. PAINTED STEEL PIPE POST; TYP. FOR 3 CANE BOLT INSERT, VERIFY W/DOOR WIDTH FOR INSERT LOCATION PROVIDE 1" DIA. - 6" LONGGALV. PIPE EMBEDDED INCONC. FOR CANEBOLT (TYP.OF 4) 20'-0" 10 ' - 2 " 6'-9 5/16"1'-4 1/16" CANE BOLT INSERT (OPEN POSITION) SD1 7 22'-0" 2'-0" 12 ' - 1 0 " 6'-10 3/4"5'-2"5'-3 1/4"8"8" 4'- 2 " 4'- 2 " 8" 8" 18'-6 3/4" 6" DIA. PIPE, 8' LONG FILLED W/ CONCRETE. TOP OF PIPE; 4' ABOVE SLAB, REQ'D FOOTING: 2'-0" DIA. X 4'-0" DEEP. (TYP.) 2'- 6 " 5'- 0 " m i n . OR B E L O W L O C A L F R O S T D E P T H 21" DIA. NOTES: 1'- 0 " 3/4" STL. SLOTTED BASE PLATE 1/4 " STL. LEVELING PLATE 3/4 " GROUT 3000 PSI MIN. 4 - 1" 1/4 " X 11" 3/4 " SLOTTED HOLES 1" ON 1/4 "STL.LEVELINGPLATE 3" X 3" HOLE IN BASEAND LEVELING PLATE FOR CONDUIT ACCESS 5" POLE #101-5007-25 4 - 1" X 36" X 4" ANCHORBOLTS W/ 3 1/2 " MIN.BOLT PROJECTION 4 - #4 BARS W/#3 TIES @ 12" - LOCATE ALTERNATE LOCATIONS FROM A.B. 1. FOUNDATION SHOWN IS A TYPICAL DESIGN. WIND LOADS OF MORE THAN 100 MPH AND UNSTABLE SOIL CONDITIONS MAY REQUIRE AN ALTERNATE DESIGN. VERIFY CONDITION OF SOILS WITH SOILS REPORT 2. FOUNDATIONS SHALL EXTEND BELOWFROST DEPTH PER LOCAL CODES. TOP OF PAVEMENT 2'-6" HIGH RIGID FIBER FORM (SONOTUBE) FORM FILLED WITH CONC. 3/4 " HEAVY WALL CONDUITEXTEND TO BLDG. ELEC.SERV. 2" HAND HOLE (D E P T H S H O W N I S T Y P I C A L F O R 25 ' H I G H L I G H T P O L E ) CONCRETE SEALER 25 ' M A X . H E I G H T NOTE: VERIFY PAVING WITH GEOTECHNICAL REPORT GENERAL PAVING SPEC 1" TOPPING 2" PAVING 6" BASE 16" O.C. 8" THICK POUR-IN PLACE SLAB W/ #3 @ 18" O.C. EA. WAY ON 6" AGG. BASE SLOPE 1/4" PER FT (1) #5 CONT., GROUT SOLID 8" CMU W/ #5 VERTICAL REBAR @ 18" O.C. #4 HORIZ. REINF. BOND BEAMCOURSE W/ (2) #5 BARS CONT. TOP & BOTTOM ALTERNATE REBAR BENDS #5 BARS @18" O.C. PAINTED STEELPOST CAPS (TYP) -PAINT COLOR EP-6 LOCKING SUPPORT COLLAR FOR HINGE - PAINT COLOR EP-6 6" DIA. PAINTED STEEL PIPE POST EACH SIDE - PAINT EP-6 212"X 212" PAINTED STEELTUBE GATE FRAME - PAINTCOLOR EP-6 COLLAR HINGES WELDEDTO GATE FRAME (TAP &ADD GREASE FITTINGS ATEA. HINGE-GREASEHINGES AFTER PAINTING) NOTE: 1)PAINT GATE FRAMES,HARDWARE & PIPES W/PAINT EP-42)ALL BRACES ARE ON THEINSIDE OF THE GATES. DROP ROD GATE PULLS 3'- 6 " 1'-6" 19'-10 1/2" 11D SD1 HSS BEAM PER PLAN HSS 4X4X1/4 COLUMN PAINTED CORRUGATED HSS 12X6X316 BEAM, (TYP. OF 2) HSS 10X4X316TRELLIS BEAMS @24" O.C., TYP. HSS 10X6X316TRELLIS CARRYBEAM, (TYP. OF 2)11E SD1 METAL ROOF 22'-11 1/2" 8'- 1 1 1 / 2 " 10 ' - 0 " PER CITY REQUIREMENTS 6' - 0 " EP-3 EP-1 EP-3 SEE SHEET A5 FORCOLOR SCHEDULE EP-2 3" 6" 2"x2"x1/4" ANGLE GATE FRAME 3/4" DIA. CANE BOLTWITH 4" LONG HANDLE 1" I.D. X 3" SLEEVE WELDEDTO GATE FRAME - TYP. OF2 EACH GATE. 1" I.D. X 6" SLEEVE SET COREPAVEMENT AND SET WITHEPOXY GROUT. PROVIDEFOR BOTH OPEN AND CLOSED GATE POSITIONS. 2"X2"X3/16" ANGLEFOR HANDLE RESTWELD TO FACE OF STEELDECKING 1'-6" 3"3"3"6"3" 2"x2"x1/4" ANGLEGATE FRAME 1" I.D. X 3" SLEEVE WELDEDTO GATE FRAME - TYP. OF 2EACH GATE. 1/4" METAL PLATE WELDED TO FRAME 3" 6"1'-2" MIN. 22 GA., TYPE "B", METAL DECKING: A 1-1/2" METAL DECKING, GATE HARDWARE: HEAD METAL CHANNEL FRAME:C3x4.1 GALV. CHANNEL AND TACK WELD TO FRAME.CRIMP DECKING EDGES 1.ALL HARDWARE AND ACCESSORIES SHALL BE HEAVY GALVANIZED. 2.HINGES - MIN. 4" LONG HEAVY DUTY GALV. METAL TO SUIT GATE SIZE - NON-LIFT-OFF TYPE - OFFSET TO PERMIT 180° GATE OPENING - PROVIDE MIN. (3) HEAVY DUTY HINGES PER LEAF OR AS REQUIRED FOR SMOOTH OPERATION 3.GATE STOP - CENTER GATE STOP SLEEVE (MIN. 2" LONG) OR FLUSH METAL PLATE WITH ANCHORS SET IN CONCRETE TO ENGAGE THE CENTER DROP BAR OR CANE BOLT - ETC. NOTE: LATCH 6"3" 3" C PRIME AND PAINT ALL METAL TO MATCH ADJACENT SURFACE. 1"Ø GALV. PIPE, FASTEN / WELD TO GATE FRAME - TYP.34"Ø SOLID SLIDE BOLT. CMU WALL FILLW/ GROUT 2" B JAMB STEEL POST FOR ROOF SUPPORT- SEE STRUCT. PAINT TO MATCH MTL. DOORS 2" STEEL POST FOR AT METAL GATE DOORS- SEESTRUCT. PAINT TO MATCH MTL. DOORS. (3) HEAVY DUTY 3"(W)X5"(H) HINGESWELDED TO FRAME & CHANNEL,PAINT TO MATCH ADJ. SURFACE L2X2X14 FRAME AND DIAGONALBRACING, WELDED ALL AROUND 138" CORRUGATED STEEL DECKING, WELDED TOFRAME, PAINT ALL SIDES TO MATCH ADJ. SURFACE STL. ANGLE SUPPORT, BOLTEDTO CMU WALL. SEE STRUCT. HSS TRELLISBEAM PER PLAN PER PLAN HSS COLUMN HSS CARRY BEAM PER PLAN PL 12X7'-0"X0'-10" W/2-34" ØEPOXY ANCHORS (SIMPSON"SET-XP" ESR #2508) 8" MIN. EMBED. CMU WALL PER PLAN HSS COL PER PLAN TYP. 11G SD1 8" HSS BEAM PER PLAN HSS TRELLIS BEAM PER PLAN PER PLANHSS COLUMN HSS CARRY BEAM PER PLAN TYP. TYP. TYP.1/4" 1/4" 4" 1'-6" 4" TYP.1/4" 0'- 7 " EQ EQ 112"112"4"112"112" CMU WALL BELOW 10"TYP.1/4" E D F G SD1 2 DUMPSTER ENCLOSURE 1/4"=1'-0"SD1 3 DUMPSTER WALL SECTION 3/8"=1'-0" SD1 6 TYPICAL PAVEMENT 1 1/2"=1'-0" SD1 7 DUMPSTER GATE/ENCLOSURE 3/8"=1'-0" SD1 4 SITE LIGHT POLE BASE 3/4"=1'-0" PLANNING SUBMITTAL 12-31-2021 LICEN S ED ARCH I T E C T ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2021 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS 7.29.21 SD1 TRASH ENCLOSURE PLAN AND DETAILS SD1 8 CANE BOLT 1 1/2"=1'-0" SD1 9 THROW LATCH 1 1/2"=1'-0"SD1 10 JAMB @ TRASH ENCLOSURE 1 1/2"=1'-0"SD1 11 COVER DETAILS 1 1/2"=1'-0" Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:95 PLANNING SUBMITTAL 12-31-2021 LICEN S ED ARCH I T E C T ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2021 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS 7.29.21 SD2 CONCEPTUAL MASTER PLAN EV/ CLE A N A I R NO PAR K I N G NO PAR K I N G ONLYEXIT DRI V E THR U DR I V E TH R U 40' TRUCK CL NEWPORT RD. LDR-2 LMDR SP GAS STATION AND SMALL EXISTING SHOPPING CENTER EDC-NR N SD2 1 CONCEPTUAL MASTER PLAN 1'=20'-0" 26765 NEWPORT RD, MENIFEE CA 92584 VINCITY MAP N.T.S. N EDC-NR CAR WASH EXISTING MEDIUM DENSITY RESIDENTIAL (MDR) PUBLIC / QUASI-PUBLIC FACILITIES (PF) LOW MEDIUM DENSITY RESIDENTIAL (LMDR) ECONOMIC DEVELOPMENT CORRIDOR-NEWPORT ROAD (EDC-NR) SPECIFIC PLAN (SP) OPEN SPACE-RECREATION (OS-R) ECONOMIC DEVELOPMENT CORRIDOR-COMMUNITY CORE (EDC-CC) RURAL RESIDENTIAL, 1/2 - ACRE MINIMUM (RR1/2) LOW DENSITY RESIDENTIAL-2 (LDR-2) [7,200 SF] W I N G A T E L N VACANT 1 STORY RESTAURANTVB CONSTRUCTIONNON-SPRINKLERED2,364 SF PROPOSED 41,908 SF N89°53'00"E 180.43' N89°53'00"E 180.43' OWNER: CORNELIO LIVING TRUST APN: 306-020-032 PARCEL 4 N0 0 ° 1 4 ' 3 0 " E 2 3 2 . 2 8 ' OWNER:RONALD HARTLEY & JC REAL ESTATE GROUP APN: 306-020-028 N0 0 ° 1 4 3 ' 3 5 " E 2 3 2 . 2 8 ' PARCEL 1 OWNER: CAL CRUZAPN: 306-020-072 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:96 CL 1429 1428 1427 1427 1428 142 8 14 2 8 14 2 9 1429 1428 14 2 8 142 8 14 2 7 142 7 14 2 7 1427 14 2 8 14 2 7 14 2 8 EV / CLE A N A I R A NEWPORT ROAD EXISTING VACANT LAND(N.A.P.)APN# 360-020-028 EXISTING CARWASH (N.A.P.)APN# 360-020-072 EXISTING VACANTLAND (N.A.P.)APN# 360-020-032 BB D F F A 27 28 28 28 27 28 28 EX AUTOMOTIVEREPAIR (N.A.P.)APN# 360-020-073 N0 0 ° 1 4 ' 3 5 " E 2 3 2 . 2 8 ' N0 0 ° 1 4 ' 3 0 " E 2 3 2 . 2 8 ' N89°53'00"E 180.43' N0 0 ° 1 4 ' 3 5 " E 20 . 0 0 ' 28 33.0' 82 . 4 ' 18.0' 12. 0 ' 4.0 ' 15.1' 17.9' 24 . 0 ' 26 . 0 ' 21.7' 30.0'6.5' 30.0' 76 . 0 ' 55 . 0 ' 26.0' 12.0' 12.0' 24 . 5 ' 3.0 ' 21 . 0 ' 6.0 ' 24 . 0 ' 10 . 3 ' 3.0 ' 9.0 ' 9. 0 ' 8.0 ' 18.0' 9.0 ' 4.4 ' 12 . 0 ' 9.5' 6.5 ' 11 7 . 0 ' 16 . 3 ' 33 . 4 ' 13 . 8 ' 8.9' 19 . 7 ' 12 . 3 ' 2.6 ' 49 . 2 ' E E 128.0' BROKEN BIKE LANE 1.6 ' 6.0 ' 7.2 ' 5. 0 ' 28 29 28 12 . 0 ' 12 . 0 ' 27 29 MATCH(27.41TC)(27.00FS)(26.84FL) MATCH(27.82TC)(27.26FL) MATCH(28.04EG) MATCH(29.16TC) 8" RET. CURB28.20TC27.70FS(27.03EG) 27.55TC27.19FS27.04FL 28.80FF28.78FS 28.56FS 28.00FS-0"CF 28.56FS 28.80FF28.78FS 28.56TC28.06FS 28.60TC28.10FS 28.61FS 33.70TW27.70FS MATCH(28.06TC)(27.57FS) MATCH(27.30FS) 27.67TC27.32FS27.17FL 28.43TC27.93FS 27.62TC27.12FS-HP 27.72FS 28.27TC27.77FS 5" RET. CURB27.78TC27.28FS 27.90TC27.55FS-HP27.40FL 9" RET. CURB28.30TC27.80FS-HP(27.01EG) 28.10TC27.60FS 8" RET. CURB28.73TC(28.10EG) 27.66TC27.16FS 28.20TC27.70FS 28.14TC27.64FS 28.66TC28.16FS 28.74TC28.24FS 28.78TC28.28FS MATCH(28.25FS) 27.76LIP27.68FL 28.59FS 28.46FS MATCH(27.98FS) 28.05TC27.70FS27.55FL 27.67FS 28.17FS 27.79FS 27.65FS 27.44FS EX PL TO BEREMOVED MATCH(27.23FS) PROPOSEDASPHALT 28.25TC27.75FS(27.03EG) EX CURB AND GUTTER TOBE PROTECTED IN PLACE MATCH(28.10FS) MATCH(27.36FS) 28.90TC28.40FS 28.80TC28.30FS 29.00TC28.50FS MATCH(27.84FS) MATCH(27.97FS) 27.71TC27.21FL-CC 26.75TG 27.50TC27.00FL-CC PROPOSED 6"CONCRETE MEDIAN 29.09TC(28.59FS) 28.54TC28.04FS 28.24TC27.74FS 28.40TC27.90FS 33.63TW27.63FS 28.76TC28.26FS 10" RET. CURB28.58TC28.08FS(27.23EG) 28.61FS 28.07TC27.57FS 28.38TC27.88FS 28.39FS 28.52TC28.02FS 28.50TC28.00FS 28.20FS 28.58TC28.08FL-CC28.56FS 28.50TC28.00FS 28.50TC28.00FS 28.50TC28.00FS 27.80FS-FG 27.59FS 27.87FG28.12FG-RIM 27.88TC27.38FS 28.74TC28.24FS MATCH(28.97TC) 28.57FS MATCH(28.49TC)(28.18EG) 28.44FL-HP 28.30TC27.70FS 27.38TC26.88FL-CC 28.40TC27.90FS 28.42TC27.92FS 28.40TC27.90FS 27.82FS-FG 27.61FS27.97FG 28.80TC28.30FS 28.10TG 28.07FG 28.07FS 27.89FG27.92FG 28.80FF28.78FS 28.86TC28.36FS 28.84TC(27.30EG) PROPOSEDSTREET LIGHT 12" CONCRETECURB STEP-OUT 12" CONCRETECURB STEP-OUT 28.10FG 12" CONCRETECURB STEP-OUT PROPOSEDMONUMENT SIGN MATCH27.95TC(27.45EG) 28.30TC27.81FS(27.81EG) (29.90TC)(29.60EG) 29.04TC(28.54FS)29.00TC(28.50FS)29.33TC(28.83FS) 29.00TC(28.50FS)28.96TC(28.46FS)28.92TC(28.42FS)28.45TC(27.95FS) 28.50TC(28.00FS) EX PL TO BE REMOVEDPER LOT MERGER 27.39TC26.89FS 28.79TC28.29FSEX ELECTRICAL PULLBOX TO REMAIN 29.29TC(28.79FS) EXISTING POWER POLE TO BERELOCATED AS PART OF FUTUREBUILD OUT, SEE SHEET CG-02 29.55TC(29.05FS) PROP. 6" CURB28.58TC(28.08EG) PROPOSEDSTRIPING 28.25TC27.75FL 28.67TC28.17FS PROPOSEDR3-5 (RT) SIGN MATCH(29.69TC)(29.27FL) 30.08TC29.58FS MATCH(29.90TC)(29.50FL) 1" RET. CURB27.84TC27.34FS MATCH(27.63EG) 2" RET. CURB28.75TC28.25FS28.40TC27.90FS 27.55TC27.20FS27.05FL-CC 27.72TC27.37FS27.22FL 28.12TC27.62FS 27.95TC27.45FS 28.45TC27.95FS 27.64TC27.14FS 27.23TC26.73FS 28.41TC27.91FS 28.70TC28.24FS 28.58TC28.08FL-CC 28.55TC28.05FL-CC 28.60TC28.10FL-CC 28.42TC27.92FS 27.82FS 27.72FS 28.20TC27.70FS 27.70FS 9" RET. CURB29.06TC28.56FS-GB 28.92TC28.42FS-GB 29.85TC29.35FS 1.4% 1.7% 2.0% 2.0 % MA X 2.1% RIDGE RID G E RIDGE RIDGE RIDGE 1.8%MAX 1.0 % 2.5% EASEMENT 6 1. 5 % 0.8 % 2.0% 1.6% 1.0% 1.5 % 1.8% 1.0 % 2.2 % RIDGE 1.4 % 1.8 % 1.3%1.0% 0.5% 0. 5 % 1.0 % 0.7% 1.6% 1.8%MAX 0.7 % FIRE ACCESSLANE 2.7% 1.0 % 1.0 % 2.0 % 2.0 % SEE CG-02 FOR FUTURE STREET IMPROVEMENT BUILD OUT NOTE: ALL CURBS 6"WIDE UNLESS NOTEDOTHERWISE 2.3% 2.1 % 2.0 % 3.0 % 1.2% GB 1.8%MAX 0.5% 1.3% 1.4% 1.8%MAX 1.8%MAX 1.5 % 1.5 % 1.3 % 3.1% 1.3% 1.0 % 0.8 % 0.8 % 1.0 % 1.3% 2.0% 2.6 % 2.0% 1.5% 1.6% 1.8 % 1.3 % RID G E 24.0' D DE D I C A T I O N FF=28.80PAD=28.30 34.1' 1.2% 27.29TC26.79FS 2.3 % 28.55TC28.05FL-CC 28.50TC28.00FL-CC 28.60TC28.10FS28.60TC28.10FS 28.58FS 28.55TC28.05FL-CC 27.90TG 20.3'9.1' RID G E 28.74TC28.24FS 28.74TC28.24FS 2.0% 27.34TC26.84FS (12) 1'-WIDE CURBCUT @ 10' O.C. (6) 1'-WIDE CURBCUT @ 10' O.C. 27.25TC26.90FS26.75FL-CC 28.53TC28.03FS 28.10TG 28.10FG 27.80TG WIN G A T E L A N E (P R I V A T E D R I V E ) N89°53'00"E 180.43' (3) 1'-WIDE CURBCUT @ 10' O.C. LINE OF SIGHT PROPOSED R3-2AND R6-1 (RT)SIGNS MOUNTEDON SINGLE POST PROPOSED CURBTO BE PAINTEDREFLECTIVEYELLOW PROPOSED R4-7AND OM1-1 SIGNSMOUNTED ONSINGLE POST PROPOSED 6"CURB BEGIN 6" CURB29.88TC(28.38EG) DRIVE THRU 12.0' 30 32 2828 26 24 26 24 29.00TC28.50FS 30 32 34 ⅊34 FF= 28.80PAD=28.30 28.44FL (28.49TC)(28.14LIP)(28.03FL)LANDSCAPE LANDSCAPE 3.3' 0.5' 9.3' 28.80TC28.30FS EXISTINGGRADE 30 32 28 14.0' 28 26 24 26 24 27.84TC27.49FS27.34FL 30 32 34 34 PAVEMENT LANDSCAPESIDEWALK SAWCUT AND MATCHEXISITNG PAVEMENT(27.92FS) 27.97FS 6.0' ⅊⅊ PROPOSEDPROPERTY LINE NEWPORT ROAD EXISTING PROPERTY LINETO BE REMOVED DEDICATION 21.0' 2.0' 39.0' TO CL 15.0' 28.10FGEXISTINGGRADE 30 32 28 24.0' 28 26 24 26 24 27.92FL 30 32 34 ⅊ 34 28.73TC28.23FS LANDSCAPEDRIVE THRU 28.82TC28.32FS DRIVEWAY 28.65TC27.15FS 24.5' 6" RETAININGCURB 30 32 28 2.3' 28 26 24 26 24 27.48TC27.13FS26.98FL 30 32 34 34 STREETWIDENING LANDSCAPESIDEWALK 27.61FS 6.0' ⅊⅊ PROPOSEDPROPERTY LINE NEWPORT ROAD EXISTING PROPERTY LINETO BE REMOVED DEDICATION 21.0' 2.0'15.0' 27.91FG 50.7' EXISTING ROAD EXISTING EDGEOF PAVEMENT ℄12.0' PROPOSEDOVERLAY IMPROVEMENT EXISTINGGRADE 30 32 28 31.2' 28 26 24 26 24 29.29TC28.79FS 30 32 34 34 EXISTING PAVEMENT MATCH(28.77FS) PROPOSED 1'SAWCUT LINE 5.0' MATCH(28.20FS) 1.0' PROPOSEDPAVEMENT 28.60TC28.10FS PROPOSED 1'SAWCUT LINEPROPOSEDMEDIAN NEWPORT ROAD 55.0' CENTERLINE ⅊ 12.1' VARIES VARIES 30 32 2828 26 24 6" ASPHALTCURB 28.25TC27.75FS(27.03EG) 26 24 27.82TC27.47FS27.32FL 30 32 34 ⅊ 9" RETAININGCURB 34 EXISTINGGRADE DRIVE AISLE 30.0' CONCEPTUAL GRADING PLAN 12-31-2021 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2020 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS PLANNING SUBMITTAL 07.21.21 26765 NEWPORT ROAD MENIFEE, CA 92584 SITE ADDRESS: 360-020-029360-020-073 APN: SOILS ENGINEER PETRA GEOSCIENCES, INC40880 COUNTY CENTER DRIVE, SUITE MTEMECULA, CA 92591CONTACT: JIM LARWOOD TEL: 951.600.9271 CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES 4121 WESTERLY PLACE #112NEWPORT BEACH, CA 92660CONTACT: AARON ALBERTSON, P.E.TEL: 949.610.8997 SURVEYOR COMMERCIAL DEVELOPMENT RESOURCES4121 WESTERLY PLACE #112NEWPORT BEACH, CA 92660CONTACT: AARON ALBERTSON, P.E.TEL: 949.610.8997 ARCHITECT MARKS ARCHITECTS2643 4TH AVE.SAN DIEGO, CA 92103CONTACT: GABRIELA MARKSTEL: 619.702.9448 OWNER/APPLICANT DMSD PROPERTY, LLC41760 IVY STREET, SUITE 201MURRIETA, CA 92562CONTACT: MARNEE WOODSTEL: 951.322.4066 NOT TO SCALE VICINITY MAP (XX.XX)EXISTING ELEVATIONAPNASSESSOR'S PARCEL NUMBERBWBACK OF WALKCFCURB FACE CL CENTERLINE ELEV ELEVATION ELEC ELECTRICAL EG EXISTING GRADEEPBELECTRIC PULL BOXEXEXISTINGFGFINISH GRADEFFFINISH FLOORFLFLOW LINEFSFINISH SURFACE GB GRADE BREAK HP HIGH POINT MAX MAXIMUM MH MANHOLE MIN MINIMUMMWDMUNICIPAL WATER DISTRICTOCON CENTERTCTOP OF CURBTGTOP OF GRATETYPTYPICALVCPVITRIFIED CLAY PIPEWWIDTH WM WATER METER ABBREVIATIONS NOTES 1.LEGAL DESCRIPTION: REAL PROPERTY IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE,STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 2 AND LOT "A" OF PARCEL MAP NO. 9578 AS PER PLAT RECORDED IN BOOK 48 OF PARCEL MAPS, PAGE(S) 19, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 2.GROSS AREA 0.962 ACRES (41,908.40 SQUARE FEET). 3.THE PROPERTY LINES, BEARINGS AND DIMENSIONS, SHOWN HEREON, ARE ESTABLISHED FROM AVAILABLE RECORD INFORMATION AND ARE SUBJECT TO VERIFICATION BY A COMPLETE FIELD BOUNDARY RETRACEMENT SURVEY. 4.THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEENESTABLISHED FROM A FIELD SURVEY OF SURFACE FEATURES, CONTRACTOR TO VERIFYEXACT LOCATION PRIOR TO CONSTRUCTION. 5.A CURB AND "STEP-OUT" WILL BE CONSTRUCTED ALONG PLANTERS ON END STALLSADJACENT TO VEHICLE PARKING SPACES. TOTAL WIDTH TO E 12 INCHES. 6.PROPERTY DRIVE ENTRANCE IS RIGHT-IN AND RIGHT-OUT. 1.SETBACKS OF SLOPES TO PROPERTY LINES SHALL CONFORM TO THE CITY OF MENIFEEMUNICIPAL CODE REQUIREMENTS. 2.UNDEVELOPED PARCEL OF LAND. 3. TOTAL PARCEL ACREAGE: 38,119 SF / 0.875 AC 4. OVERHEAD POWER LINES TO REMAIN. PROJECT INFORMATION LEGEND PROPOSED CONCRETE PROPOSED LANDSCAPE PROPOSED A.C. SURFACE IN PUBLIC RIGHT OF WAY PROPOSED FIRE ACCESS LANE CAPABLE OF SUSTAINING AN IMPOSED LAOD OF 75,000 LB GVW PROPERTY LINE CENTERLINE EASEMENT PROPOSED CONTOUR PROPOSED WALL 6. AN EASEMENT FOR INGRESS, EGRESS, ROAD, PUBLIC UTILITY AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED JANUARY 10, 1977 AS INSTRUMENT NO. 77-3903 OF OFFICIAL RECORDS. EASEMENTS 21 5 XX FLOOD ZONE CLASSIFICATION: ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE0.2% ANNUAL CHANCE FLOODPLAIN, PER FEMA FIRM PANEL NO. 06065C2062H REVISED APRIL19, 2017. FEMA NOTE THE BENCHMARK FOR THIS SURVEY IS THE NGS CONTROL STATION 600 25, A BRASS DISC SETIN CONCRETE MONUMENT, MARKED "600 25 68," LOCATED 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC CHURCH AT SUN CITY, 54 FEET NORTHEAST OF POWER POLE 16193, 29 FEET EAST OF MURRIETA ROAD, 2 FEET ABOVE THE ROAD, 2 FEET SOUTHWEST OF A CHAIN LINK FENCE CORNER AND 2 FEET NORTH OF A WATER METER. ELEVATION = 1498.38 FEET (NAVD '88) BENCHMARK THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF NEWPORT ROAD AS SHOWN ON PARCEL MAP NO. 9578, I.E. N 89°53'00" E. BASIS OF BEARING SCALE: 1"=5' CROSS SECTION B SCALE: 1"=5' CROSS SECTION C SCALE: 1"=5' CROSS SECTION D ELECTRIC:SOUTHERN CALIFORNIA EDISON26100 MENIFEE RDMENIFEE, CA 92585800-655-4555 WATER:EASTERN MUNICIPAL WATER DISTRICT2270 TRUMBLE RD PERRIS, CA 92570 951-928-3777 GAS:SOUTHERN CALIFORNIA GAS COMPANY 527 N SAN JACINTO ST HEMET, CA 92543 800-427-2220 UTILITIES MENIFEE UNION SCHOOL DISTRICT 29775 HAUN ROAD MENIFEE, CA 92586951-672-1851 PERRIS UNION HIGH SCHOOL DISTRICT155 E. 4TH STREETPERRIS, CA 92570951-943-6369 SCHOOL DISTRICTS PRIVATE:41,908 SF / 0.962 AC TOTAL DISTRURBED AREA: CONCEPTUAL GRADING PLAN CG-01 1 OF 7 PUBLIC ROW:8,251 SF / 0.189 AC SCALE: 1"=5' CROSS SECTION E SCALE: 1"=5' CROSS SECTION F SCALE: 1"=5' CROSS SECTION A CUT: 602 CYFILL: 318 CYNET: 284 CY EXPORT EARTHWORK: Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:97 CL CL 1429 1428 1427 14261427 1428 14 2 8 1427 142 7 1427 142 8 N89°53'00"E 180.43' EXISTING CAR WASH N.A.P. EXISTING VACANT LANDN.A.P. 6' 12 ' 12 ' 6' 12 ' 19 . 3 ' PROPOSEDPOPEYES N89°53'00"E 180.43'N89°53'00"E 330.84' 102.3'55.0'280.8' 157.3' 30.0'330.8' EXISTING BIKELANE STRIPING EXISTING TRAVELLANE STRIPING EXISTING BIKELANE STRIPING PROPOSED BIKE LANESTRIPING (SOLID LINES) PROPOSED BIKE LANESTRIPING (DASHED LINES) EXISTING CROSSWALK STRIPING PROPOSEDR3-5 (RT) SIGN EXISTING EDGEOF PAVEMENT PROPOSED CURBAND GUTTER EXISTING CURBAND GUTTER PROPOSED CURBAND GUTTER PROPOSED LOCATION OFRELOCATED POWERPOLE PROPOSED MEDIANCONCRETE CURB ISLANDPROPOSED 6" CONCRETEMEDIAN ISLAND PROPOSEDR6-1 (RT) SIGN PROPOSEDR3-2 SIGNPROPOSEDOM1-3SIGN EXISTING EDGEOF PAVEMENT PROPOSEDOM1-3 SIGN EXISTING MEDIANSTRIPING 12 . 3 ' 2.6 ' 49. 2 ' 76 . 0 ' 55 . 0 ' 80.0' EXISTING VACANT LANDN.A.P. NEWPORT ROAD 12 ' 11 ' 12 . 3 ' 49 . 2 ' 60 . 4 ' PROPOSED EDGEOF PAVEMENT PROPOSEDASPHALT PROPOSED LOCATION OFRELOCATED POWERPOLE EXISTING SCEPOWERPOLETO REMAINPOLE #4170970E PROPOSEDASPHALT 130.0'BROKEN BIKE LANE PROPOSED END OFCURB AND GUTTER WI N T E R H A W K R O A D EXISTING SCEPOWERPOLETO REMAINPOLE #4170967EEXISTING SCEUNDERGROUNDVAULT TO REMAINVAULT #V5361718 EXISTING POWER TOBE RELOCATEDEXISTING POWER TOBE RELOCATED 176.2'BROKEN BIKE LANE CONCEPTUAL GRADING PLAN 12-31-2021 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2020 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS PLANNING SUBMITTAL 07.21.21 CONCEPTUAL STREET IMPROVEMENTS CG-02 2 OF 7 (FUTURE BUILD-OUT) Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:98 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CL 143 0 SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W N0 0 ° 1 4 ' 3 5 " E 2 3 2 . 2 8 ' N0 0 ° 1 4 ' 3 0 " E 2 3 2 . 2 8 ' N89°53'00"E 180.43' N89°53'00"E 180.43' SS SS EV/ CLE A N A I R SD SD N89°53'00"E 180.43' SS SS SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N0 0 ° 1 4 ' 3 5 " W 2 0 . 0 0 ' N89°53'00"E 180.43' SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD NEWPORT ROAD WIN G A T E L A N E N89°53'00"E 180.43' WI N T E R H A W K R O A D 18 . 0 ' EXISTING VACANT LAND (N.A.P.) APN# 360-020-028 EXISTING CAR WASH (N.A.P.) APN# 360-020-072 EXISTING VACANT LAND (N.A.P.) APN# 306-020-032 FF=28.80PAD=28.30 112.41 EXISTING AUTOMOTIVE REPAIR (N.A.P.) APN# 360-020-073 10 . 0 ' 1.9 ' PROPOSED PL21' DEDICATION EX BFP TO BERELOCATED EXISTING 21"WATER LINE EXISTINGWATER LATERAL EX WATER METERTO REMAIN UNDERGROUND DETENTIONSYSTEM, SEE SHEET CG-06 TO KITCHENSEWER TO BATHROOMSEWER PROPOSED SD PUMP28.12 RIM EX BFP TO BERELOCATED PROPOSEDTRANSFORMER CONNECT TO EXISTINGDOMESTIC WATER LINESERVING REAR PROPERTY EX SMH(20.97INV)EX SMH(28.68RIM)(20.07INV) EX FIREHYDRANT PROP. 10' WIDESEWER EASEMENT EXISTINGPROPERTY LINE PROP. STORM DRAIN,SEE SHEET CG-06 23 26 1 43 5 25 2 5 5 2 6 7 9 26 10 8 20 22 22 23 21 24 22 24 24 21 21 PROP. STORM DRAIN,SEE SHEET CG-06 EXISTING 21"WATER LINE 24 21 CONCEPTUAL GRADING PLAN 12-31-2021 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2020 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS PLANNING SUBMITTAL 07.21.21 NOT TO SCALE VICINITY MAP SS W 20 SEWER CONSTRUCTION NOTES: CONNECT TO EXISTING SEWER SERVICE LATERAL PER EASTERNMUNICIPAL STD. SB-176. CONTRACTOR TO VERIFY LOCATION, DEPTH,SIZE AND MATERIAL OF EXISTING SEWER SERVICE LATERAL PRIOR TOCONSTRUCTION. ANY DISCREPANCIES BETWEEN FIELD EXPLORATIONSAND PLANS, THE CIVIL ENGINEER MUST BE CONTACTED IMMEDIATELY. INSTALL 6" SDR-35 PVC SEWER LINE 3' MIN. BELOW FINISHED SURFACEPER EASTERN MUNICIPAL STD. SB-157 AND SB-158 INSTALL PRIVATE SEWER CLEAN OUT PER EASTERN MUNICIPAL STD.SB-52 INSTALL SDR 35 PVC 45° BEND INSTALL SDR 35 PVC WYE CONNECTION SEWER AND GREASE INTERCEPTOR PER SEPARATE MEP PLANS CONNECT TO BUILDING SEWER LINE SYSTEM PER SEPARATE MEPPLANS. COORDINATE AND MATCH LOCATION WITH BUILDING PLUMBINGPLANS. CONNECTION IS AT 5' FROM THE FACE OF BUILDING. GENERAL NOTE: SEPARATION REQUIREMENTS BETWEEN SEWERAND WATER LINES SHALL CONFORM TO STATEHEALTH CODE STANDARDS. TYPE UTILITY LINEAR 377 FEET LENGTH WATER SEWER 323 FEET LENGTH CONCEPTUAL WET UTILITY PLAN CG-03 3 OF 7 (XX.XX)EXISTING ELEVATION APN ASSESSOR'S PARCEL NUMBER BW BACK OF WALKCFCURB FACE CL CENTERLINE ELEV ELEVATIONELECELECTRICAL EG EXISTING GRADE EPB ELECTRIC PULL BOXEXEXISTING FG FINISH GRADE FF FINISH FLOORFLFLOW LINE FS FINISH SURFACE GB GRADE BREAKHPHIGH POINTMAXMAXIMUM MH MANHOLE MIN MINIMUMMWDMUNICIPAL WATER DISTRICT OC ON CENTER TC TOP OF CURBTGTOP OF GRATE TYP TYPICAL VCP VITRIFIED CLAY PIPEWWIDTHWMWATER METER ABBREVIATIONS LEGEND PROPOSED CONCRETE PROPOSED LANDSCAPE PROPOSED A.C. SURFACE IN PUBLIC RIGHT OF WAY PROPERTY LINE CENTERLINE EASEMENT PROPOSED CONTOUR PROPOSED WALL PROPOSED WATER LINE PROPOSED SEWER LING EXISTING WATER LINE EXISTING SEWER LINE XX ELECTRIC:SOUTHERN CALIFORNIA EDISON26100 MENIFEE RDMENIFEE, CA 92585 800-655-4555 WATER:EASTERN MUNICIPAL WATER DISTRICT 2270 TRUMBLE RD PERRIS, CA 92570951-928-3777 GAS:SOUTHERN CALIFORNIA GAS COMPANY 527 N SAN JACINTO ST HEMET, CA 92543800-427-2220 UTILITIES MENIFEE UNION SCHOOL DISTRICT29775 HAUN ROAD MENIFEE, CA 92586 951-672-1851 PERRIS UNION HIGH SCHOOL DISTRICT 155 E. 4TH STREETPERRIS, CA 92570951-943-6369 SCHOOL DISTRICTS SS W 1 2 3 4 WATER CONSTRUCTION NOTES: POINT OF CONNECTION TO EXISTING WATER STUB. EXISTING METER ANDBACKFLOW DEVICE PER APPROVED CIVIL PLANS. INSTALL 2" SCH. 40 PVC DOMESTIC WATER LINE, 4' MIN. BELOW FINISHSURFACE. INSTALL 90° PVC BEND CONNECT TO BUILDING DOMESTIC WATER LINE SYSTEM PER SEPARATEMEP PLANS. COORDINATE AND MATCH LOCATION WITH BUILDINGPLUMBING PLANS. CONNECTION IS AT 5' FROM THE FACE OF BUILDING. INSTALL #18AWG BLUE TRACER WIRE ALONG THE ENTIRE LENGTH OFTHE PVC WATER LINE INSTALL FIRE HYDRANT WITH 6" LINE PER EMWD STDS DWG NO. B-362 INSTALL 1" BACKFLOW PREVENTER PER EMWD STD. NO. B-597A INSTALL 6" UNDERGROUND, VAULTED DCDA PER EMWD STD. DWG NO.B-657 INSTALL 1" IRRIGATION METER PER EMWD STD. DWG NO. B-591 INSTALL 1 1/2'" DOMESTIC WATER METER PER EMWD STD. DWG NO. B-342 5 21 5 6 7 8 9 10 21 22 23 24 25 26 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:99 CONCEPTUAL GRADING PLAN 12-31-2021 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2020 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS PLANNING SUBMITTAL 07.21.21 EXISTING DRAINAGE AREA MAP CG-04 4 OF 7 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:100 CONCEPTUAL GRADING PLAN 12-31-2021 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2020 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS PLANNING SUBMITTAL 07.21.21 POST DEVELOPMENT HYDROLOGY CG-05 5 OF 7 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:101 EV/ CLE A N A I R SD SD N89°53'00"E 180.43' SS SS SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N0 0 ° 1 4 ' 3 5 " W 2 0 . 0 0 ' N89°53'00"E 180.43' SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD CL N0 0 ° 1 4 ' 3 5 " E 2 3 2 . 2 8 ' N0 0 ° 1 4 ' 3 0 " E 2 3 2 . 2 8 ' N89°53'00"E 180.43' N89°53'00"E 180.43' NEWPORT ROAD WIN G A T E L A N E PROP. 21' -WIDEDEDICATION EX BFP TOREMAIN EX WATER METERTO REMAIN N89°53'00"E 180.43' PROP. OVERFLOWINLET FOR BMP-1 PROP. ORIFICE CONTROL OUTLET BOX TO REDUCEPEAK FLOW RATES FOR 100-YEAR STORM EVENT PROP. 6" DIA.UNDERDRAIN PROP. 10" DIA.STORM DRAIN PROP. PUMP TOPUBLIC ROW PROP. SIDEWALK CULVERTFOR DRAINAGE DISCHARGEQ10=1.91CFS BMP-3:BIORETENTION BASIN Q10=0.09 CFS, VBMP=58 CF27.80TG, 27.30FG, 24.30INV BMP-1:BIORETENTION BASINQ10=1.92 CFS, VBMP=1,225 CF26.75TG, 26.25FG, 23.25INV BMP-2:BIORETENTION BASINQ10=0.17 CFS, VBMP=121 CF27.90TG, 27.40FG, 24.40INV PROP. 12" DIA.STORM DRAIN PROP. 6" DIA.UNDERDRAIN PROP. OVERFLOW INLET FOR BMP-3 PROP. 4" DIA.STORM DRAIN PROP. 6" DIA.STORM DRAIN PROP. 4" DIA.STORM DRAIN PROP. OVERFLOWINLET FOR BMP-2 PROP. 6" DIA.UNDERDRAIN PROP. 6" DIA.UNDERDRAIN PROP. 6" DIA.STORM DRAIN PROP. 4" DIA.STORM DRAIN PERFORATED 4' DIA. CMP DETENTION SYSTEM W/ ORIFICEOUTLET FOR PEAK FLOW REDUCTION, VOL=3,423 CF424.00TOP, 420.00INV-CMP, 419.67BTM 1' WIDE CURBCUTS @ 10' O.C. 1' WIDE CURBCUTS @ 10' O.C. 1' WIDE CURBCUTS @ 10' O.C. 1' WIDE CURBCUTS @ 10' O.C. 1' WIDE CURBCUTS @ 10' O.C. PROP. AREA DRAININ LANDSCAPE PROP. AREA DRAININ LANDSCAPE CONCEPTUAL GRADING PLAN 12-31-2021 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2020 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS PLANNING SUBMITTAL 07.21.21 NOT TO SCALE VICINITY MAP 21 5 STORM DRAIN CONSTRUCTION NOTES 1.ALL STORM DRAIN INLETS AND CATCH BASINS TO HAVE TRASH FILTERS2.ALL RUN-OFF BEING COLLECTED AND CONVEYED TO THE BIO RETENTIONBASINS FOR TREATMENT. TREATED RUNOFF WILL BE CONTROLLED THROUGH AN ORIFICE CONTROL PIPE OUT OF THE DETENTION SYSTEM AND TO A SUMP PUMP. WATER WILL THEN BE DISCHARGED TO NEWPORT ROAD VIA SIDEWALK CULVERT STRUCTURE LEGEND CONCRETE LANDSCAPE PROP. BIORETENTION BASIN PROPERTY LINE PROP. FLOWLINE STORM DRAINSDSD CONCEPTUAL STORM DRAIN PLAN CG-06 6 OF 7 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:102 CL NEWPORT ROAD CL WIN T E R H A W K R O A D 6 POWER POLE TRAFFIC SIGNAL BOX MAIL BOX WATER METER 1" BACK FLOW DEVICE DIRT ROAD 8" DRAIN INLET STORM DRAIN INLET ELECTRIC TRANSFORMER OFFSITE CURB AND GUTTER ENCROACHING SIGN ENCROACHING SIGN STORM DRAIN INLET 8" FIRE SERVICE CLEAN OUT CLEAN OUT SD CLEAN OUT TRAFFIC SIGNAL TRAFFIC SIGNAL BOX STORM DRAIN INLET TELEPHONE MANHOLE EDISON BOXUTILITY CABINET OVERHEAD UTILITIES EDISON VAULT POWER POLE TRAFFIC SIGNAL BOX 1429 1428 1427 14261427 1428 14 2 8 142 8 14 2 9 1429 143 0 1427 1428 142 8 142 8 14 2 7 142 7 14 2 7 1427 14 2 8 14 2 7 14 2 8 14 2 7 1427.3 1427.7 1427.5 1427.6 1427.4 1427.5 1427.1 1427.4 1427.4 1427.3 1427.6 1427.4 1427.5 1427.7 1427.7 1427.6 1427.9 OWNER: RONALD HARTLEY & JC REALESTATE GROUPAPN: 306-020-028 OWNER: CAL CRUZ APN: 306-020-072 OWNER:NEWHAWK APN: 306-020-073 OWNER: CORNELIO LIVING TRUSTAPN: 306-020-032 PARCEL 2 PM 9578 PARCEL 1 PARCEL 3 PARCEL 4 LO T " A " LO T " C " LO T "B " N0 0 ° 1 4 ' 3 5 " E 2 3 2 . 2 8 ' N0 0 ° 1 4 ' 3 0 " E 2 3 2 . 2 8 ' N89°53'00"E 180.43' N89°53'00"E 180.43' 8" DRAIN INLET 8" DRAIN INLET 8" DRAIN INLET STORM DRAIN INLET CONCEPTUAL GRADING PLAN 12-31-2021 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2020 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS PLANNING SUBMITTAL 07.21.21 PRE DEVELOPMENT CONDITIONS CG-07 7 OF 7 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:103 CL EV/ CLE A N A I R NEWPORT ROAD EXISTING VACANT LAND(N.A.P.)APN# 360-020-028 EXISTING CARWASH (N.A.P.)APN# 360-020-072 EXISTING VACANT LAND (N.A.P.)APN# 360-020-032 EX AUTOMOTIVEREPAIR (N.A.P.)APN# 360-020-073 N0 0 ° 1 4 ' 3 5 " E 2 3 2 . 2 8 ' N0 0 ° 1 4 ' 3 0 " E 2 3 2 . 2 8 ' 33.0' 82 . 4 ' 18.0' 4.0 ' 15.1' 17.9' 26 . 0 ' 21.7' 30.0' 30.0' 76 . 0 ' 55 . 0 ' 26.0' 12.0' 18.0' 9.5' 6.5 ' 11 7 . 0 ' 33 . 4 ' 12 . 3 ' 2.6 ' 49 . 2 ' PROPOSED 6"CONCRETE MEDIAN PROP. 6" CURB EASEMENT 6 FIRE ACCESSLANE SEE CG-02 FOR FUTURE STREET IMPROVEMENT BUILD OUT NOTE: ALL CURBS 6"WIDE UNLESS NOTEDOTHERWISE 24.0' FF=28.80PAD=28.30 WIN G A T E L A N E (P R I V A T E D R I V E ) N89°53'00"E 180.43' PROPOSED CURBTO BE PAINTEDREFLECTIVEYELLOW PROPOSED 6"CURB INTERIORRADIUS: 14'-0"INTERIOR RADIUS:14'-0" EXTERIORRADIUS: 38'-0" EXTERIORRADIUS: 38'-0"EXTERIORRADIUS: 38'-0" INTERIORRADIUS: 14'-0" CURB ANDGUTTER INTERIORRADIUS: 14'-0" FIRE ACCESS LANE 24.0' INTERIOR RADIUS:14'-0" PROPOSED SUPER FIRE HYDRANT(6"X2.5"X2.5") PROPOSED DCDAASSEMBLY FOR FIRE HYDRANT PROPOSED FIRE LINEFOR FIRE HYDRANT STREETSTRIPING PROP. 6" CURBAND GUTTER CONCEPTUAL GRADING PLAN 12-31-2021 ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2020 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS PLANNING SUBMITTAL 07.21.21 26765 NEWPORT ROADMENIFEE, CA 92584 SITE ADDRESS: 360-020-029 360-020-073 APN: SOILS ENGINEER PETRA GEOSCIENCES, INC 40880 COUNTY CENTER DRIVE, SUITE M TEMECULA, CA 92591 CONTACT: JIM LARWOOD TEL: 951.600.9271 CIVIL ENGINEER COMMERCIAL DEVELOPMENT RESOURCES4121 WESTERLY PLACE #112NEWPORT BEACH, CA 92660CONTACT: AARON ALBERTSON, P.E.TEL: 949.610.8997 SURVEYOR COMMERCIAL DEVELOPMENT RESOURCES4121 WESTERLY PLACE #112NEWPORT BEACH, CA 92660 CONTACT: AARON ALBERTSON, P.E. TEL: 949.610.8997 ARCHITECT MARKS ARCHITECTS2643 4TH AVE.SAN DIEGO, CA 92103 CONTACT: GABRIELA MARKS TEL: 619.702.9448 OWNER/APPLICANT DMSD PROPERTY, LLC41760 IVY STREET, SUITE 201 MURRIETA, CA 92562 CONTACT: MARNEE WOODS TEL: 951.322.4066 NOT TO SCALE VICINITY MAP (XX.XX)EXISTING ELEVATIONAPNASSESSOR'S PARCEL NUMBER BW BACK OF WALK CF CURB FACE CL CENTERLINE ELEV ELEVATIONELECELECTRICALEGEXISTING GRADEEPBELECTRIC PULL BOXEXEXISTINGFGFINISH GRADEFFFINISH FLOOR FL FLOW LINE FS FINISH SURFACE GB GRADE BREAK HP HIGH POINTMAXMAXIMUMMHMANHOLEMINMINIMUMMWDMUNICIPAL WATER DISTRICTOCON CENTERTCTOP OF CURBTGTOP OF GRATE TYP TYPICAL VCP VITRIFIED CLAY PIPE W WIDTH WM WATER METER ABBREVIATIONS NOTES 1.SETBACKS OF SLOPES TO PROPERTY LINES SHALL CONFORM TO THE CITY OF MENIFEEMUNICIPAL CODE REQUIREMENTS. 2.UNDEVELOPED PARCEL OF LAND. 3. TOTAL PARCEL ACREAGE: 38,119 SF / 0.875 AC 4. OVERHEAD POWER LINES TO REMAIN. PROJECT INFORMATION LEGEND PROPOSED CONCRETE PROPOSED LANDSCAPE PROPOSED A.C. SURFACE IN PUBLIC RIGHT OF WAY PROPOSED FIRE ACCESS LANE CAPABLE OF SUSTAINING AN IMPOSED LAOD OF 75,000 LB GVW PROPERTY LINE CENTERLINE EASEMENT PROPOSED CONTOUR PROPOSED WALL 6. AN EASEMENT FOR INGRESS, EGRESS, ROAD, PUBLIC UTILITY AND INCIDENTAL PURPOSESIN THE DOCUMENT RECORDED JANUARY 10, 1977 AS INSTRUMENT NO. 77-3903 OF OFFICIAL RECORDS. EASEMENTS 21 5 XX FIRE ACCESS PLAN FM-01 1 OF 1 FIRE ACCESS PLAN 26765 NEWPORT ROAD MENIFEE, CA LEGAL DESCRIPTION 1.LEGAL DESCRIPTION: REAL PROPERTY IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE,STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 2 AND LOT "A" OF PARCEL MAP NO. 9578 AS PER PLAT RECORDED IN BOOK 48 OF PARCEL MAPS, PAGE(S) 19, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 1.IT IS THE RESPONSIBILITY OF THE CONSULTANTS AND CONTRACTORS TOINDEPENDENTLY VERIFY THE EXISTING AVAILABLE PRESSURE AND FLOW CONDITIONS AND DESIGN THE VARIOUS ON-SITE SYSTEMS TO MEET THE SITE SPECIFIC REQUIREMENTS. FIRE FLOW AND PRESSURE TEST RESULTS ARE VALID ONLY WHEN FIELD TESTED BY THE APPROPRIATE FIRE AUTHORITIES HAVING JURISDICTION. 2.ALL CURBS ADJACENT TO DRIVE AISLE TO BE PAINTED RED WITH EXCEPTION OF DRIVETHRU LANE 3.WATER IN JOINT TRENCH WITH ELEC./TEL NOT PERMITTED. 4.ALL CODE REFERENCES FOR INSTALLATION OF UNDERGROUND FIRE MAIN PRIVATESYSTEM ARE NFPA-13, NFPA-24 AND NFPA-72 5.IF PRESENT, THE KEY SWITCH (KNOX TYPE) SHALL BE MOUNTED ON A POST ACCESSIBLE FROM THE DRIVERS SIDE OF THE VEHICLE. IT SHALL BE BETWEEN FOUR (4) AND FIVE (5) FEET IN HEIGHT. THE ASSEMBLY SHALL BE SET BACK A MINIMUM OF TEN (10) FEET FROM THE GATE ITSELF. 6.IF PRESENT, EXTERIOR ELECTRIC SECURITY GATES SHALL BE PROVIDED WITH ANAPPROVED OVERRIDE SWITCH, (KNOX TYPE) WHICH IS CAPABLE OF LOCKING THEELECTRIC GATE OPEN IN AN EMERGENCY AND SHALL BE LISTED IN ACCORDANCE WITHU.L. 325. 7.GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE ASTM F 2200 (CALIFORNIAFIRE CODE SECTION 503.6). OCCUPANCY: A2 TYPE OF CONSTRUCTION:VB NON-SPRINKLED GROSS BUILDING AREA:2,364 SF BUILDING INFORMATION Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:104 MA I L B O X WA T E R M E T E R 1" B A C K F L O W D E V I C E N00°14'35"E 232.28' N00°14'30"E 232.28' N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' EV/ CLEAN AIR SDSDSDSDSD N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD WWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W WWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWW WWWW W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS PLANNING SUBMITTAL PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN - EATS 07.29.21 0LANDSCAPE CONCEPT PLAN ASCALE 1"-10'-0" 5'10'20' ROOT BARRIER ( ) OLE. MUL. KOE. BIP. UPRIGHT SHRUBS, TYPICAL GROUNDCOVERS, TYPICAL MEDIUM FLOWERING SHRUBS, TYPICAL ACCENT PLANTS, TYPICAL ACCENT PLANTS, TYPICAL NEW 6' TRASH ENCLOSURE PER ARCHS. DWGS.; FOOTING SHALL NOT EXTEND INTO THE PLANTING AREA VINES, TYPICAL NEW SIDEWALK, PER CIVIL ALL COBBLE AREAS SHALL BE 4"-8" 'ARIZONA COBBLE' SET OVER 'MIRIFI MSCAPE' LANDSCAPE FABRIC, TYPICAL PROJECT AREA: 41,908.40 S.F. NEW LANDSCAPE AREA: 12,749.76 S.F. PROJECT TYPE: COMMERCIAL ALL IMPROVEMENTS ON-SITE AND OFF SITE ARE TO BE MAINTAINED BY THE PROPERTY OWNER NAME: DMSD CAJUN EATS ADDRESS:41856 IVY ST #201 MURRIETA CA, 92562 PHONE NUMBER: (951) 816-0189 OWNER'S INFORMATION PLAN PREPARER: SOTELO LANDSCAPE ARCHITECTS 2643 4TH AVE. SAN DIEGO, CA 92103 619.544.1977 PROJECT CONSULTANTS: MARKS ARCHITECTS 2643 4TH AVE. SAN DIEGO, CA 92103 619.702.9448 LANDSCAPE CONCEPT PLAN L1.0 VICINITY MAP NEWPORT RD Rim Creek Path Rim Wi n t e r H a w k R d Irvine Ln PathCreek E L a k e C t Wi n t e r H a w k R d Fo x C r e e k D r Mo o n d a y W a y Hanfor d S t WI N G A T E L N SITE BIORETENTION SHRUBS, TYPICAL NEW MONUMENT SIGN PROPERTY LINE NEW LIGHT FIXTURES, TYPICAL ALL LANDSCAPE AREAS SHALL BE COVERED IN A 3" LAYER OF SHREDDED BARK MULCH, U.O.N. TREE SHADING CALCULATIONS SHADED PARKING: 2,247 SQ. FT. = 54% TOTAL PARKING AREA: 4,122 SQ. FT. PARKING SPOTS: 24 30% REQUIRED SHADE COVERAGE = 1,236.6 SQ. FT. OLE. EUR. RHU. LAN. A PERMANENT AUTOMATIC IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED TO IRRIGATE ALL PLANTING AREAS. THE IRRIGATION CONTROLLER(S) SHALL BE EQUIPPED FROM THE MANUFACTURER WITH WEATHER/EVAPOTRANSPIRATION (ET) SENSING CAPABILITIES TO AUTOMATICALLY ADJUST WATERING SCHEDULES AND AMOUNTS. THE DESIGN OF THE IRRIGATION SYSTEM SHALL EMPHASIZE WATER CONSERVATION AND PROVIDE EFFICIENT AND UNIFORM DISTRIBUTION OF IRRIGATION WATER. IF THE SITE IS PLANNED TO UTILIZE RECYCLED WATER IN THE LANDSCAPE, THEN THE IRRIGATION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH STATE OF CALIFORNIA AND EASTERN MUNICIPAL WATER DISTRICT (EMWD) RULES AND REGULATIONS FOR RECYCLED WATER USE. DRIP AND/OR BUBBLER IRRIGATION, OR OTHER LOW-VOLUME, LOW-PRESSURE MICRO-IRRIGATION SYSTEM AS APPROVED BY THE CITY OF MENIFEE AND EMWD, SHALL BE INSTALLED IN PLANTER AREAS TO PROVIDE WATER DIRECTLY TO THE ROOT ZONE OF PLANTS. THE IRRIGATION SYSTEM MAY UTILIZE EFFICIENT ROTATOR NOZZLES IN LARGE PLANTING AREAS, SUBJECT TO THE APPROVAL OF EMWD AND THE CITY. THE AUTOMATIC IRRIGATION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE CITY OF MENIFEE ORDINANCE NO. 2009-61, "LANDSCAPE WATER USE EFFICIENCY REQUIREMENTS," AND LANDSCAPE STANDARDS. FOR SITES UTILIZING POTABLE WATER FOR LANDSCAPE IRRIGATION, A REDUCED PRESSURE BACKFLOW PREVENTER SHALL BE INSTALLED AFTER THE WATER METER TO PROTECT THE POTABLE WATER SUPPLY IN ACCORDANCE WITH STATE OF CALIFORNIA, CITY OF MENIFEE, AND EMWD STANDARDS AND REQUIREMENTS. IRRIGATION SYSTEM DESIGN STATEMENT ALL PARKING LOT AREAS VISIBLE FROM ADJOINING PROPERTIES AND PUBLIC RIGHTS-OF-WAY (OFF SITE) SHALL BE EFFECTIVELY SCREENED WITH LANDSCAPING. SCREENING SHALL INCLUDE TREES, DENSE EVERGREEN SHRUBS, LOW WALLS, EARTH BERMS OR A COMBINATION THEREOF. ALL OUTDOOR MECHANICAL EQUIPMENT SHALL BE EFFECTIVELY SCREENED WITH LANDSCAPING. SCREENING SHALL INCLUDE TREES, DENSE EVERGREEN SHRUBS, LOW WALLS, EARTH BERMS OR A COMBINATION THEREOF. ALL DRIVE-THROUGH LANES SHALL BE SCREENED FROM ADJACENT STREET RIGHTS-OF-WAY WITH DENSE EVERGREEN SHRUB HEDGES (4 FEET HGT. MAX.) IN MINIMUM 5-FOOT WIDE PLANTERS BETWEEN THE DRIVE-THROUGH AND RIGHT-OF-WAY. LANDSCAPE SCREENING NOTES CITY LANDSCAPE STANDARDS REQUIRE INSTALLATION OF TREE ROOT CONTROL BARRIERS WITH ALL TREES THAT ARE PLACED SIX (6) FEET AND CLOSER TO HARDSCAPE IMPROVEMENTS, INCLUDING FLATWORK AND CURBS. ROOT BARRIERS SHALL BE 16 FEET LENGTH MINIMUM (8 FEET EACH SIDE OF TREE). THE LANDSCAPE CONCEPT PLAN INDICATES LANDSCAPE IMPROVEMENTS FOR BOTH ON SITE AND OFF SITE (PUBLIC RIGHTS-OF-WAY, PARKS, BASINS, ETC.) AREAS. THE PROPERTY OWNER SHALL MAINTAIN OFF SITE AREAS UNTIL SUCH TIME AS THE OFF SITE LANDSCAPE AREAS ARE ANNEXED INTO A SPECIAL DISTRICT (CFD OR L&LMD) AND ACCEPTED BY THE CITY FOR MAINTENANCE PURPOSES. THE PROPERTY OWNER ACKNOWLEDGES THAT SEPARATE UTILITY METERS (WATER AND ELECTRIC) FOR IRRIGATION USE ARE REQUIRED TO BE INSTALLED BY THE OWNER PRIOR TO THE CITY'S ACCEPTANCE OF THE OFF SITE AREAS FOR MAINTENANCE BY THE SPECIAL DISTRICT. IN ADDITION, PROPERTY OWNER ACKNOWLEDGES THAT COSTS FOR ANNEXATION INTO THE SPECIAL DISTRICT, AND INSTALLATION OF THE IRRIGATION WATER AND ELECTRIC METERS, SHALL BE BORNE BY THE PROPERTY OWNER. LANDSCAPE IMPROVEMENTS IN OFF SITE AREAS/PUBLIC RIGHTS-OF-WAY SHALL BE SEPARATED FROM PRIVATELY-MAINTAINED ON SITE LANDSCAPE AREAS WITH A CITY-STANDARD, CONTINUOUS CONCRETE MOW CURB (6" X 8") ALONG THE PROPERTY LINE (ON SITE). LANDSCAPE MAINTENANCE AND SEPARATION NOTE A.TOTAL PROJECT SITE AREA: 41,908.40 S.F. B.TOTAL LANDSCAPED AREA: 12,749.76 S.F. C.NET LANDSCAPED AREA PERCENTAGE (B ÷ A): 30% D.TOTAL PARKING LOT LANDSCAPED AREA: 2,451.95 S.F. E.NET LANDSCAPED PARKING LOT AREA % (A ÷ D): 19% F.TOTAL AREA OF TURF: N/A G.TURF AREA AS PERCENTAGE OF TOTAL LANDSCAPED AREA (F ÷ B): N/A H.*TOTAL STREET TREES REQUIRED (1 TREE/30 L.F.): 6 EA I.*TOTAL STREET TREES PROVIDED: 4 EA J.TOTAL PARKING LOT TREES REQUIRED (1 TREE/4 SPACES): 5 EA K.TOTAL PARKING LOT TREES PROVIDED: 5 EA L.LANDSCAPED AREAS BY HYDROZONE: HYDROZONE 1: 9,028.26 S.F. HYDROZONE 2: 2,516.74 S.F. HYDROZONE 3: 192.00 S.F. HYDROZONE 4: 96.00 S.F. LANDSCAPE CALCULATIONS PLAN SHALL CONFORM TO CITY OF MENIFEE LANDSCAPE STANDARDS (MARCH2015); MMC CHAPTER 15.04 "LANDSCAPE WATER USE EFFICIENCY REQUIREMENTS,"; AND THECOMPREHENSIVE DEVELOPMENT CODE, CHAPTERS 9.195 "LANDSCAPING STANDARDS" ANDCHAPTER 9.200 "TREE PRESERVATION". APN: 360-020-029 PROPOSED STORM DRAIN, PER CIVIL PROPERTY LINE ORDER KIOSK PER ARCH'S SITE PLAN ORDER KIOSK PER ARCH'S SITE PLAN TRANSFORMER PER ARCH'S SITE PLAN CONCRETE PAVING, PER CIVIL BIKE RACKS 6" X 8" CONCRETE MOW CURB ALONG R.O.W. 36" BOX. SPECIMEN TREE *STREET TREES: OF THE 18O L.F OF PROPERTY LINE, ONLY 150' L.F. IS PLANTABLE, REQUIRING 5 TREES. DUE TO THE SITE CONSTRAINTS PROPOSED BY THE SEVERAL UTILITIES AND THE SIDEWALK CROSSING THE RIGHT OF WAY, WE ARE PROVIDING ONLY ABLE TO PROVIDE 4 TREES. SITE LIGHTING PER ARCH'S SITE PLAN MENU BOARD PER ARCH'S SITE PLAN, TYPICAL SINGLE FAMILY RESIDENTIAL ZONES ECONOMIC DEVELOPMENT CORRIDOR SPECIFIC PLAN ZONE EXISTING WATER METER TO REMAIN EXISTING BACKFLOW PREVENTER TO RELOCATED TO THIS LOCATION NEW METER AND BACKFLOW PREVENTER FOR IRRIGATION NEW DCDA FOR FIRE HYDRANTS NEW DOMESTIC WATER METER STREET LIGHTS PER CIVIL, TYPICAL SITE DISTANCE RESTRICTED ZONE: NO PLANT MATERIALS OVER 30" HT. PERMITTED HERE PROJECT CONTACTS ROOT BARRIER, TYPICAL. THIS SYMBOL ( ) TOTAL OFF-STREET PARKING AREA: 19,866 SQ.FT. 10% = 1,986.6 SQ.FT. LANDSCAPING PROVIDED: 2,451.95 SQ.FT. OFF-STREET PARKING LANDSCAPE CALCULATIONS TOTAL LOT AREA (EXCLUDING FRONT SETBACK AREA): 33,695 SQ.FT. 10% = 3,369.5 SQ.F.T PLANTING AREA PROVIDED: 8,164.2 SQ. FT. TOTAL LOT LANDSCAPING CALCULATIONS EXISTING OVERHEAD UTILITY LINES PROPOSED SEWER, PER CIVIL LANDSCAPE IN THE RIGHT-OF-WAY SHALL BE MAINTAINED BY CFD. A SEPARATE IRRIGATION METER SHALL BE PROVIDED FOR LANDSCAPE IN THE RIGHT-OF-WAY CFD MAINTAINED R.O.W. ALL ON-SITE LANDSCAPE MAINTENANCE PROVIDED BY THE OWNER. OFF-SITE LANDSCAPE SHALL BE MAINTAINED BY CFD Item Title:&nbsp;9.1 &ldquo;Popeyes Restaurant&rdquo; Conditional Use Permit No. PLN20-0347 and Plot Plan No. PLN20-0348Item Page Number: 105 MA I L B O X WA T E R M E T E R 1" B A C K F L O W D E V I C E N00°14'35"E 232.28' N00°14'30"E 232.28' N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' EV/CLEAN AIR SD N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' SDSDSDSDSDSDSD SD SD WWWWWWWW W W W W W W WWWWWWWW WWWWWWWW WWWWWW W W W W W WWWWWW W W W W S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SDSD SD SD SD SD SD SD SD SS SS SS SS SS PLANNING SUBMITTAL PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN - EATS 07.29.21 HYDROZONE MAP N.T.S. MAXIMUM APPLIED WATER ALLOWANCE MAWA = (ETo) x (0.62) x [(0.45) x LA] MAWA = (57.3) x (0.62) x [(0.45) x 12,749] = 203,814.43 ESTIMATED TOTAL WATER USE ETWU = (ETo) x (0.62) x [(PF x HA)/IE] ETWU = (57.3) x (0.62) x [(0.2 x 9,724.48)/0.90] = 76,771.52 H1 - LOW WATER USE SHRUBS WITH DRIP IRRIGATION TOTAL ETWU = 130,168.79 GAL/YEAR WATER USE CALCULATIONS MAWA = 203,814.43 GAL/YR ETWU = 130,168.79 GAL/YR H3 - LOW WATER USE TREES WITH BUBBLERS ETWU = (57.3) x (0.62) x [(0.2 x 520)/0.85] = 4,346.71 H4 - MEDIUM WATER USE TREES AND VINES WITH BUBBLERS ETWU = (57.3) x (0.62) x [(0.5 x 280)/0.85] = 5,851.34 H1 - LOW WATER USE SHRUBS WITH DRIP IRRIGATION 9,724.48 S.F. H3 - LOW WATER USE TREES WITH BUBBLERS 520 S.F. H4 - MEDIUM WATER USE TREES AND VINES WITH BUBBLERS 280 S.F. H2 - MEDIUM WATER USE SHRUBS WITH DRIP IRRIGATION 2,188.78 S.F. ETWU = (57.3) x (0.62) x [(0.5 x 2,188.78)/0.90] = 43,199.22 H2 - MEDIUM WATER USE SHRUBS WITH DRIP IRRIGATION ABBR SIZE QTY SCIENTIFIC NAME COMMON NAME TREES PLANT LIST UPRIGHT SHRUBS GROUNDCOVERS MEDIUM FLOWERING SHRUBS ACCENT PLANTS LIG. TEX.5 GAL.LIGUSTRUM JAPONICUM 'TEXANUM'TEXAS PRIVET238 HET. ARB.5 GAL HETEROMELES ARBUTIFOLIA TOYON 5 GAL. 5 GAL.471CAL. L.J.CALLISTEMON 'LITTLE JOHN'DWARF BOTTLE BRUSH PIT. C.C.5 GAL.PITTOSPORUM CRASSIFOLIUM 'COMPACTUM'DWARF KARO RHA. SPR.5 GAL.RHAPHIOLEPIS INDICA 'SPRINGTIME'SPRINGTIME INDIAN HAWTHORN ROS. FCW.5 GAL ROSA X 'NOASCHNEE' FLOWER CARPET WHITE FLOWER CARPET WHITE GROUNDCOVER ROSE WES. M.L.5 GAL.WESTRINGIA FRUTICOSA 'MORNING LIGHT'VARIEGATED COAST ROSEMARY AGA. B.F.5 GAL.AGAVE 'BLUE FLAME'BLUE FLAME AGAVE735 5 GAL.AGAVE DESMETTIANA 'VARIEGATA'VARIEGATED SMOOTH AGAVEAGA. DES. DAS. WHE.5 GAL.DASYLIRION WHEELERI DESERT SPOON DIE. BIC.1 GAL.DIETES BICOLOR BICOLOR AFRICAN IRIS PEN. RUB.5 GAL.PENNISETUM SETACEUM 'RUBRUM'PURPLE FOUNTAIN GRASS BAC. PIL.BACCHARIS PILULARIS PIGEON POINT DWARF COYOTE BRUSH 30" O.C.1 GAL. ROS. O.P. ROSMARINUS OFFICINALIS PROSTRATUS PROSTRATE ROSEMARY 1 GAL. OLE. EUR.24" BOX FRUITLESS OLIVEOLEA EUROPAEA 'WILSONII' (STANDARD) KOE. BIP.KOELREUTERIA BIPINNATA CHINESE FLAME TREE24 BOX WUCOLS M L M L M M L L L L L M L L L SPACING 3'-8' 3' 2'-3' DIA. L.R.1 GAL.DIANELLA REVOLUTA 'LITTLE REV'LITTLE REV FLAX LILY M XYL. CON. 5 GAL. XYLOSMA CONGESTUM SHINY XYLOSMA L 30" O.C. LEU. FRU.LEUCOPHYLLUM FRUTESCENS 'GREEN CLOUD'GREEN CLOUD TEXAS RANGER L M 5 GAL.WES. FRU.WESTRINGIA FRUTICOSA COAST ROSEMARY L WES. G.B.5 GAL.WESTRINGIA FRUTICOSA 'GREY BOX'DWARF COAST ROSEMARY L VARIES 30' LON. HAL.LONICERA JAPONICA 'HALLIANA'HALL'S HONEYSUCKLE 24" O.C.1 GAL.M VINES BIORETENTION SHRUBS CAR. DIV. MUH. CAP. 4 18" O.C. 36" O.C. FIC. PUM. CAREX DIVULSA EUROPEAN GREY SEDGE1 GAL. 5 GAL.HAIRAWN MUHLYMUHLENBERGIA CAPILLARIS 5 GAL.FICUS PUMILA CREEPING FIG LIG. TEX. HET. ARB. CAL. L.J. PIT. C.C. RHA. SPR. ROS. FCW. WES. M.L. PEN. RUB. BAC. PIL. ROS. O.P. OLE. EUR. KOE. BIP. XYL. CON. LEU. FRU. WES. FRU. WES. G.B. LON. HAL. FIC. PUM. PLANTING LEGEND L1.1 PLANTING NOTES 1. LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE WITHIN PLUS OR MINUS .10 FEET OF FINISH GRADE. 2. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS AND TYPE MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. 3. CONTRACTOR TO BE ADVISED THAT CERTAIN CULTIVARS OR SPECIES OF PLANTS FOR THIS PROJECT MAY ONLY BE AVAILABLE THROUGH RETAIL SOURCES (IE.: PATENED MONROVIA SELECTIONS). CONTRACTOR IS FURTHER ADVISED THAT ALL PLANT MATERIAL FOR THIS PROJECT SHALL BE "PREMIUM" NURSERY STOCK. 4. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER THE PLANTING. 5. THE LANDSCAPE CONTRACTOR WILL COORDINATE HIS WORK WITH THE OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. 6. PLANT QUANTITIES AND AREAS SHOWN ON LEGENDS ARE FOR CONTRACTORS' CONVENIENCE IN ESTIMATING ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS TO COVER ALL AREAS AS SHOWN ON PLANS. 7. SLOPE ALL PLANTING AREAS AWAY FROM BUILDING AT 2% MINIMUM FOR 5 FEET MINIMUM, WHERE APPLICABLE. 8. LANDSCAPE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF ALL SHRUBS, AND VINES PRIOR TO PLANTING. 9. SHRUB PITS 5 GALLONS AND SMALLER SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND 1-1/2 TIMES CONTAINER DEPTH. 10. SHRUB PITS 15 GALLONS AND LARGER SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND 1" LESS THAN CONTAINER DEPTH. 11. DO NOT DAMAGE PLANT ROOTBALL DURING TRANSPORTATION OR PLANTING. 12. CONTRACTOR SHALL USE THE FOLLOWING AMENDMENT SCHEDULE FOR BIDDING PURPOSES ONLY. A SOIL TEST SHALL BE MADE BY THE CONTRACTOR AND THE RESULTS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR INCLUSION IN THE LANDSCAPE PLANS, AND THE RECOMMENDED AMENDMENTS SHALL BE USED FOR ACTUAL INSTALLATION. 100 LBS. OF GYPSUM PER 1000 SQ. FT. 70 LBS. OF TRI-C (6-2-4 W/ 5% SULFUR) PER 1000 SQ. FT. 6 LBS. OF IRON SULFATE PER 1000 SQ. FT. 25 LBS. OF SOIL SULFUR PER 1000 SQ. FT. 5 CUBIC YARDS OF NITROLIZED ORGANIC AMENDMENT PER 1000 SQ. FT. (SEE NOTE 16) 13. AMENDED SOIL SHALL BE ROTOTILLED TO A DEPTH OF 8". 14. NO IRON SULFATE SHALL COME IN CONTACT WITH ANY MASONRY SURFACE. 15. NITROLIZED ORGANIC AMENDMENT SHALL BE HUMIC COMPOST FROM AGRI-SERVICE, LOAMEX™, OR APPROVED EQUAL. 16. A. PLANTING BACKFILL MIX FOR ALL CONTAINER PLANTS SHALL CONSIST OF 1/3 NITROLIZED ORGANIC AMENDMENT AND 2/3 EXISTING SOIL, PLUS 2-1/2 LBS. OF SOIL SULFUR, 2 LBS. IRON SULFATE PER CU. YD., 4 LBS. GYPSUM, AND 8 LBS. OF TRI-C (6-2-4 W/ 5% SULFUR) PER CUBIC YARD. B. ALL PLANTED AREAS SHALL BE WATERED IN THOROUGHLY WITH SARVON™, PER MANUFACTURERS SPECIFICATIONS IN ADVANCE OF PLANTING. C. ALL PLANTS SHALL BE WATERED THOROUGHLY WITH SUPERTHRIVE™ WITHIN 1 HOUR OF PLANTING. 17. ALL PLANTS 1-GALLON SIZE OR LARGER SHALL RECEIVE AGRIFORM 21-GRAM 20-10-5 FERTILIZER TABLETS AT THE FOLLOWING RATES: ONE PER 1-GALLON; TWO PER 5-GALLON; FIVE PER 15-GALLON; 12 PER 24" BOXED TREES; 18 PER 36" BOXED TREES (SEE L.A. FOR RATES FOR LARGER STOCK). PLACE TABLETS AT HALF THE DEPTH OF THE PLANTING PIT AND 1" FROM ROOTBALL (BOXED TREES SHALL BE IN 2 LAYERS GOING UP ALONG SIDES OF THE ROOTBALL). 18. ALL PLANTS INSTALLED FROM FLATS SHALL RECEIVE ONE AGRIFORM 5-GRAM 20-10-5 TABLET EACH, AND ALL 4" POTS SHALL RECEIVE TWO 5-GRAM TABLETS EACH, MIXED WITH A HANDFUL OF PREPARED BACKFILL PER NOTE 17. 19. ALL PLANTS PLANTED FROM CONTAINERS SHALL HAVE THEIR ROOTBALLS SCORED WITH A SHARP TOOL TO A DEPTH OF 1" IN THREE LONGITUDINAL INCISIONS AT LOCATIONS SPACED AROUND THE ROOTBALL BEFORE PLACING PLANT IN PLANTING HOLE. 20. ALL TYING MATERIALS AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. 21. STAKES SHALL BE REMOVED FROM VINES AND VINES SHALL BE PROVIDED WITH AN APPROVED MEANS OF SUPPORT. 22. ALL SHRUB PLANTING AREAS SHALL BE COVERED WITH A 3" DEEP LAYER OF SHREDDED FIR BARK, OR APPROVED EQUAL. ALL BARK TO BE NITROLIZED WITH 5% NITROGEN. WHEN GRAVEL OR COBBLE GROUNDCOVER IS USED, A LANDSCAPE FILTER FABRIC MUST BE INSTALLED, WITH AN OVERLAP OD 12" MIN. BETWEEN ROLLS AND FASTENED WITH STAPLES FLUSH TO THE FABRIC TO PREVENT MOVEMENT. 23. IF THE SOIL TEST PREVIOUSLY MENTIONED SHOWS THAT PERMEABILITY RATES ARE LESS THAN .5" PER HOUR, LANDSCAPE ARCHITECT MAY REQUIRE A TREE DRAIN SYSTEM. 24. A LANDSCAPE MAINTENANCE PERIOD OF 90 DAYS SHALL BE CONSIDERED PART OF THIS CONTRACT. REFER TO THE PROJECT SPECIFICATIONS FOR DETAILS. THE CONTRACTOR SHALL ENSURE THAT ALL PLANTS RECEIVE SUPERTHRIVE VITAMIN SOLUTION AT TIME OF INSTALLATION A SOIL TEST SHALL BE MADE BY LANDSCAPE CONTRACTOR PRIOR TO THE BEGINNING OF WORK AND THE RECOMMENDATIONS MUST BE USED FOR INSTALLATION. SEE PLANTING NOTE 12. AN IRRIGATION AUDIT REPORT MAY BE REQUIRED BY THE CITY PRIOR TO CERTIFICATE OF OCCUPANCY. IF A CERTIFICATE OF COMPLETION IS REQUIRED BY THE CITY, PLEASE NOTIFY LANDSCAPE ARCHITECT 48 HOURS BEFORE INSPECTION. 5 GAL.ALOE STRIATA CORAL ALOEALO. STR.L CHO. TEC.36" O.C.CHONDROPETALUM TECTORUM CAPE RUSH5 GAL. LOM. LON.1 GAL.LOMANDRA LONGIFOLIA 'BREEZE'DWARF MAT RUSH M L L M 7 8 STREET TREES RHU. LAN.4 RHUS LANCEA AFRICAN SUMAC24" BOX 36" BOX FRUITLESS OLIVEOLEA EUROPAEA 'WILSONII' (MULTI-TRUNK)L 43'OLE. MUL.1 L 30' CAL. L.J.PIT. C.C.RHA. SPR.ROS. FCW.WES. M.L.AGA. B.F. AGA. DES. DAS. WHE.DIE. BIC. ROS. O.P. DIA. L.R. XYL. CON. LEU. FRU.WES. FRU. WES. G.B. LON. HAL. CAR. DIV. MUH. CAP.FIC. PUM. LIG. TEX.HET. ARB. PEN. RUB. BAC. PIL. OLE. EUR. STANDARDKOE. BIP. ALO. STR. CHO. TEC. LOM. LON. RHU. LAN.OLE. EUR. MULTI-TRUNK M 10' Item Title:&nbsp;9.1 &ldquo;Popeyes Restaurant&rdquo; Conditional Use Permit No. PLN20-0347 and Plot Plan No. PLN20-0348Item Page Number: 106 DETAIL NUMBER SHEET NUMBER SHEET NUMBER DETAIL NUMBER PLAN DETAIL 2X4 FRAMING @ 16" O.C. 2X6 FRAMING @ 24" O.C. DIVISION 9: FINISHES 2X8 FRAMING @ 24" O.C. SPECIFICATIONS FRAMING SYMBOLS MOP SINK XXX DENOTES BLOCKING AS REQUIRED ELECTRICMETERCABINETLOCATION STEEL LADDER DOOR NUMBER. SEESHEET A-10 FOR DETAILS ARROW INDICATES DIRECTION OF VIEW CONSTRUCTION KEY NOTES DIMENSIONS ARE SHOWN: 1) EXTERIOR WALLS: FROM INTERIOR FACE OF GYPSUM BOARD TO THE EXTERIOR FACE OF PLYWOOD. 2) INTERIOR WALLS: FROM THE FACE OF FINISH WALL TO THE FACE OF FINISH WALL, U.N.O.. INSTALL 3'-0" W X 8'-0" H X 18 GA STAINLESS STEEL PANEL BEHIND OVENS AND FRYERS. S/S SHALL EXTEND 18" BESIDE EQUIPMENT. REFER TO INTERIOR KITCHEN ELEVATIONS AND EQUIPMENT PLAN FOR LOCATIONS. ALL GYPSUM WALL BOARD BELOW FINISHED CEILING HEIGHT IS TO BE PREPARED FOR PAINTING OR WALLCOVERING AS INDICATED ON INTERIOR ELEVATIONS AND FINISH SCHEDULE. SEE GEN. CONSTR. NOTES FOR DINING AREA GENERAL CONTRACTOR (G.C.) TO PROVIDE 2"X2" FULL HEIGHT CORNER GUARDS ON ALL OUTSIDE CORNERS @ KITCHEN WALLS. HOOD WALL TO BE CONSTRUCTED WITH 6" METAL STUD STUDS AT 16"O.C.. INSTALL 2 LAYERS 5/8" MOISTURE RESISTANT TYPE X GYPSUMWALL BOARD ON BOTH WALL SIDES FROM FINISHED FLOOR TO BEYONDCEILING. ELECTRIC DRIVE-THRU WINDOW TO BE INSTALLED AT THE LOCATIONSHOWN. VERIFY REQUIRED ROUGH-IN AND ELECTRICAL REQUIREMENTSWITH MANUFACTURER BEFORE PROCEEDING. G.C. SHALL VERIFY ALL ACCESSIBLE APPROACHES AND ENTRANCES TOVERIFY THAT THEY COMPLY WITH ALL APPLICABLE CODES. G.C. TOENSURE THAT ALL DIRECTIONS AND DIMENSIONS GIVEN ARE STRICTLYADHERED TO. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDEWITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT, ANDCOMPLY WITH ALL CODES. MANUALLY OPERATED FLUSH BOLTS ORSURFACE BOLTS SHALL NOT BE USED. GC SHALL COORDINATE WITH KOLPAK TO PROVIDE THE INSTALLATION KIT TO MOUNT THE WIB ON THE OUTSIDE OF THE BUILDING. ALL GLAZING WITHIN A 24" ARC OF DOORS WHOSE BOTTOM IS LESS THAN 60" ABOVE THE FLOOR AND ALL GLAZING IN DOORS SHALL BE SAFETY TEMPERED. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM WALL BOARD ON ALL INTERIOR KITCHEN WALL SURFACES FROM FINISHED FLOOR TO 24" ABOVE FINISHED FLOOR, UNO. PROVIDE 1/2" PLYWOOD FROM 24" AFF TO BEYOND CEILING ON ALL KITCHEN WALLS. INSTALL GUARDRAIL ACCORDING TO THE MANUFACTURER'S SPECIFICATION, SEE DETAIL 3/A6. SEE P1 SHEET FOR SODA LINE CHASES. VERIFY LOCATIONS WITH BEVERAGE PROVIDER. INSTALL THE HALF WALL FOR THE FRONT COUNTER AFTER THE KITCHEN EQUIPMENT HAS BEEN BROUGHT IN. PROVIDE 1/2" GYPSUM WALL BOARD ON THE SIDE FACING THE DINING. PROVIDE 1/2" PLYWOOD WITH FRP ON THE SIDE FACING THE KITCHEN. INSTALL POPEYES CAR SIDING ON WALL SURFACE FROM TOP OF COUNTER TO BEYOND CEILING ON ALL WALLS AROUND THE SELF SERVE DRINK STATION. (VERIFY WITH THE HEALTH DEPARTMENT IF THIS SURFACE IS ALLOWED.) PROVIDE MINIMUM 4" CONCRETE SLAB WITH WWF 6X6-W1.4 X W1.4FOR THE INSTALLATION OF THE COOLER/FREEZER. PREPARESUBSTRATE AS SPECIFIED BY THE STRUCTURAL DRAWINGS. ALL WOOD TRIM PROVIDED BY VENDOR MUST BE FINE SANDED ANDSEALED WITH CLEAR POLYURETHANE FINISH BY THE GC TO MATCHTHE ADJACENT CAR SIDING. GENERAL CONSTRUCTION NOTES GYPSUM BOARD / EXTERIOR SHEATHING NOTES: 1.EXTERIOR SHEATHING SHALL BE 1/2" EXTERIOR PLYWOOD NAILED IN ACCORDANCE WITH THE STRUCTURAL NAILING SCHEDULE. REFER TO SHEETS S-4. 2.1/2" PLYWOOD TO BE INSTALLED ON ALL INTERIOR WALLS. ALL JOINTS ARE TO BE PROPERLY SECURED. 3.GYPSUM BOARD SHALL BE TYPE "MOISTURE RESISTANT" IN ALL AREAS TO RECEIVE WALL TILE OR FRPPANELS. 4.ALL WALLS TO RECEIVE 1/2" MOISTURE RESISTANT GYPSUM WALL BOARD INSTALLED TO 24" AFF UNO. INSULATION NOTES: 1.ALL EXTERIOR WALLS TO RECEIVE FIBERGLASS BATT INSULATION TO MATCH DEPTH OF WALL CAVITY. KITCHEN WALL NOTES: 1.PROVIDE 1/2" PLYWOOD FROM 24" AFF TO 9'-6" AFF IN ALL KITCHEN WALLS. 2.PROVIDE 1/2" GYPSUM WALL BOARD FROM 24" AFF TO 5'-6" AFF AT INTERIOR TOILET ROOM WALLS. DINING AREA NOTES: 1.PLASTIC LAMINATE TO ADHERE TO 1/2" PLYWOOD SUBSTRATE. PLYWOOD FROM FINISH FLOOR TO 2'-10" AFF. 2.VINYL WALL COVERING ON 1/2" GYPSUM BOARD. BLOCKING NOTES: 1."xxxxxxx" INDICATES BLOCKING REQUIRED IN WALL FOR PLUMBING LINES AND RESTROOM ACCESSORIES. BLOCKING SHALL BE FIRE RETARDANT WHERE REQUIRED BY CODE. 2.CONTRACTOR TO VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING. CONTRACTOR IS RESPONSIBLE FOR OBTAINING MANUFACTURS' CUT SHEETS AND LOCATING BLOCKING AS REQUIRED. THIS INCLUDES KITCHEN EQUIPMENT AND ITEMS FURNISHED AND INSTALLED BY OTHERS. FRAMING NOTES: 1.CONTRACTOR MAY SUBSTITUTE METAL STUDS FOR INTERIOR WALL, AND SOFFIT FRAMING IF REQUIRED. WHERE USED, METAL FRAMING TO BE 25 GA. UNLESS OTHERWISE SPECIFIED(U.N.O.). 2.REFER TO FRAMING NOTES FOR WALL SECTIONS. 3.ALL INTERIOR WOOD FRAMING TO BE #2 SPRUCE, FIR OR WHITE PINE. WHERE REQUIRED BY CODE, FRAMING SHALL BE #2 FIRE RETARDANT YELLOW PINE. CONTRACTOR TO VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING. 4.ALL WOOD IN CONTACT WITH THE SLAB MUST BE PRESSURE TREATED. 5.ALL INTERIOR WALLS TO BE FRAMED TO UNDERSIDE OF TRUSS U.N.O.. 6.ALL INTERIOR WALLS THAT ARE NOT SHEAR WALLS TO BE ANCHORED W/ 5/8" DIA. EXPANSION ANCHORSAT 6'-0" O.C. SEE STRUCTURAL DWGS. FOR SHEAR WALL ANCHORS. AP-7 AP1 AP-5 AP-10 AP-11: CAR SIDING + P AP-11 AP-2 6" METAL FRAMING @ 16" O.C. W/ 2 LAYERS TYPE X GWB TYP. TYP. TYP. TYP. TYP. SECTION 09 29 00 GYPSUM BOARD Part 1 - GENERAL 1.1 SECTION INCLUDES A.STANDARD GYPSUM BOARD B.FIRE-RESISTANCE RATED GYPSUM BOARD C.FIRE RESISTANCE RATED - MOISTURE RESISTANT GYPSUM BOARD PART 2 - SCOPE 1.1 SCOPE: FURNISH AND INSTALL GYPSUM WALL BOARD AS A SUBSTRATE FOR THE INTERIOR FINISH MATERIALS ON INTERIOR WALLS AS SHOWN ON DRAWINGS. FURNISH AND INSTALL GYPSUM WALL BOARD SUSPOENDED CEILING WITH HANGERS AND SUPPORTS. 1.2 MATERIALS: MATERIAL NAMES ARE BASED ON A NATIONAL GYPSUM GOLD BOND STA-SMOOTH BEVEL EDGE SYSTEM BY U.S. GYPSUM. WALLS EXCEPT WHERE NOTED):1/2" STA-SMOOTH GYPSUM WALL BOARD. WALLS WHERE NOTED:1/2" THINK TAPERED EDGES MOISTURE RESISTANT (M/R) GYPSUM WALL BOARD. DROPPED CEILING WHERE NOTED:1/2" STA-SMOOTH GYPSUM WALL BOARD. FIRE RATED WHERE NOTED:5/8" FIRE RATED GYPSUM WALL BOARD.5/8" FIRE RATED M/R GYPSUM WALL BOARD. 2. FASTENERS: A.GWB-54 1-5/8" LONG ANNULAR RING SHANK NAILS MEETING THE REQUIREMENTS OF ASTM C-380.B.1-1/4" LONG TYPE-W DRYWALL SCREWS TO WOOD STUDS.C.1-1/4" LONG TYPE-S DRYWALL SCREWS TO INTERIOR METAL STUDS.D.1-1/4" LONG TYPE-S12 CORROSION RESISTANT SCREWS FOR EXTERIOR GYPSUM SHEATHING TOMETAL STUDS. E.JOINT TREATMENT COMPOUND SHALL BE READY MIXED. JOINT TAPE SHALL BE CROSS FIBERED,PERFORATED, FEATHER EDGED. CORNER BEADS SHALL BE GALVANIZED STEEL ROLL-FORMEDU-SHAPED CHANNELS. F.HANGERS AND SUPPORTS: 2X4 WOOD FRAMING. SUBSTITUTION: FOR STEEL TRUSS BUILDINGS 1-1/2"CARRYING CHANNELS, 3/4" FURRING CHANNELS, 8 GAUGE HANGER WIRES, 16 GAGE TIE WIRES, AND 1"TYPE S SCREWS. PERFORMANCE1. INSTALLATION A.CUTTING WALLBOARD: GYPSUM WALLBOARD SHALL BE CUT BY SCORING AND BREAKING, OR BY SAWING, WORKING FROM THE FACE SIDE. WHERE BOARD MEETS PROJECTING SURFACES, IT SHALL BE SCRIBED NEATLY. B.INSTALLING WALLBOARD: GYPSUM WALLBOARD SHALL BE APPLIED AT RIGHT ANGLES TO FRAMING MEMBERS. BOARDS OF MAXIMUM PRACTICAL LENGTH SHALL BE USED SO THAT AN ABSOLUTE MINIMUM NUMBER OF END JOINTS OCCUR. WALLBOARD JOINTS AT OPENINGS SHALL BE LOCATED SO THAT NO END JOINT SHALL ALIGN WITH EDGES OF OPENINGS. END JOINTS SHALL BE STAGGERED. C.FASTENING WALLBOARD: ATTACH WITH SCREWS OR NAILS SPACED APPROXIMATELY 8" O.C.. THE NAILS SHALL BE DRIVEN HOME WITH THE HEAD SLIGHTLY BELOW THE SURFACE OF THE BOARD IN A DIMPLE FORMED BY THE DRIVING TOOL. D.FASTENING EXTERIOR GYPSUM SHEATHING: ATTACH TO METAL STUDS WITH SCREWS @ 12" O.C. WITH HEAD FLUSH WITH SURFACE. E.JOINTS FINISHING: JOINT COMPOUND, QUICK-TREAT, AND TOPPING COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH PRINTED INSTRUCTIONS CONTAINED IN THE PACKAGE. A UNIFORMLY THIN LAYER OF JOINT COMPOUND SHALL BE APPLIED OVER THE JOINT UNDER THE TAPE TO PROVIDE PROPER BOND. CEILING AND WALL ANGLES AND INSIDE CORNER ANGLES SHALL BE REINFORCED WITH THE TAPE FOLDED TO CONFORM TO THE ANGLE AND EMBEDDED IN THE COMPOUND. AFTER THE COMPOUND IS THOROUGHLY DRY, APPROXIMATELY TWENTY FOUR (24) HOURS FOR REGULAR COMPOUND, 2-1/2 HOURS FOR QUICK TREAT, THE TAPE SHALL BE COVERED WITH A COAT OF JOINT COMPOUND OR TOPPING COMPOUND SPREAD OVER THE TAPE APPROXIMATELY 3" ON EACH SIDE OF TAPE, AND FEATHERED OUT AT THE EDGE. AFTER THOROUGHLY DRY, APPLY ANOTHER CROWN OVER JOINTS. THIS COAT SHALL BE SMOOTH AND THE EDGES FEATHERED APPROXIMATELY 3" BEYOND THE PRECEEDING COAT. ALLOW EACH APPLICATION OF COMPOUND TO JOINTS AND NAIL HEADS TO DRY, THEN SAND IF NECESSARY. ALL WALLBOARD AND TREATED AREAS SHALL BE SMOOTH AND READY FOR PAINTING OR WALLCOVERING. XX X XX X XX X XX X XX X XX X XXXXXXXXXXXX XXXXXXXXX XXX XXXXXXXXXXXX XXX TYP. 2X10 FRAMING @ 16" O.C. A B C D E F A WINDOW NUMBER. SEESHEET A-17 FOR DETAILS N 3" PVC CHASE EIFS FINISH SYSTEM PLYWOOD SHEATHING SPRAY INSULATING FOAM AROUND OPENING, AFTER CO2 LINE IS INSTALLED SPRAY INSULATING FOAM AROUND OPENING, AFTER CO2 LINE IS INSTALLED PLYWOOD SHEATHING BACKWRAP AND SEAL CO2 LINE INSIDE A1 1 FLOOR PLAN 1/4"=1'-0" A1 2 CO2 LINE PENETRATION 1 1/2"=1'-0" PLANNING SUBMITTAL 12-31-2021 LICEN S ED ARCH I T E C T ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2021 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS 7.29.21 A1 FLOOR PLAN Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:107 NOTES TEXT SEATS: GROUPS: RATIO: TOTAL (NET): BUILDING SQUARE FOOTAGE SEATING DINING/RESTROOM (NET):1,064 2,144 KITCHEN (NET): 3.5 1,079 13 46 TOTAL (GROSS):2,311 WALK-IN (NET):167 SPECIFICATIONS DIVISION 11: EQUIPMENT GENERAL PROVISIONS 1. SCOPE: COORDINATE WITH THE INSTALLATION OF ALL EQUIPMENTITEMS SHOWN ON PLANS AND SCHEDULED IN EQUIPMENT SCHEDULE(EXCEPT AS NOTED AS INSTALLED BY KITCHEN CONTRACTOR) WHICH ARE FURNISHED BY THE OWNER OR UNDER SEPARATE CONTRACT. EQUIPMENT SCHEDULE LISTS TRADES RESPONSIBLE FOR FURNISHING, INSTALLING AND FINAL CONNECTION. 2. SUBMISSIONS: PROVIDE THE OWNER, AT THE COMPLETION OF THISCONTRACT, WITH AN "OWNER'S MANUAL" SO LABELED. THE MANUALSHALL CONSIST OF A THREE-RING LOOSE-LEAF BINDER CONTAININGALL PRINTED MATTER SUCH AS: GUARANTEE CARDS, CLEANINGINSTRUCTIONS, NOTICES TO OWNER, OPERATING MANUALS, SERVICE AGENTS AND MAINTENANCE INSTRUCTIONS THAT MAY BE CONTAINED IN THE SHIPPING CARTON OF EQUIPMENT AND SPECIALITIES. 3. DELIVERY AND STORAGE: RECEIVE, UNLOAD, AND SAFEGUARD THEEQUIPMENT. COORDINATE SHIPPING TIME WITH OWNER. 4. PROTECTION AND CLEANING: SURFACES SHALL BE CLEANED BEFORE FINAL INSPECTION. MATERIALS 1.SEE EQUIPMENT SCHEDULE PERFORMANCE 1.INSTALL EQUIPMENT ACCORDING TO NFPA 96 AND MANUFACTURER'SINSTRUCTIONS, PROVIEDE FACTORY AUTHORIZED START & ADJUSTMENT. KOLPAK REFRIGERATION GENERAL:INTERIOR FINISH: 26 GAUGE EMBOSSED GALVALUME EXTERIOR FINISH: 26 GAUGE EMBOSSED GALVALUMEINTERIOR FLOORS: ERA .100 SMOOTH ALUMINUMINSULATION: 4" 100% FOAMED IN PLACE POLYURETHANE THERMOMETER: 2" DIAL THERMOMETERSCREEDS: METAL FOR OUTDOOR MODELS OUTDOOR PACKAGE REQUIREMENTS: OUTDOOR UNITS REQUIRE THE OUTDOOR PACKAGE FOR REFRIDGERATIONAND ROOF SEALING SYSTEM. OUTDOOR UNITS REQUIRE A FIELD SUPPLIEDAMD FIELD INSTALLED CONDENSATE DRAINLINE (INCLUDING HEAT TAPEON FREEZER DRAINS). OUTDOOR APPLICATIONS ARE DETERMINED BY THE LOCAL ANDREGULATORY REQUIREMENTS FOR THAT AREA. OUTDOOR KOLPAK FOR HIGH WIND AREAS SHALL REFER TOMIAMI DADE COUNTY NOA NO 17-1106.07 GENERAL PROVISIONS 1. SCOPE: COORDINATE INSTALLATION OF ARTWORK, SEATING, FREE-STANDING CABINETS AND SHELVING, WINDOW TREATMENT, FLOORMATS, AND ACCESSORIES WHICH ARE FURNISHED UNDER SEPARATE CONTRACT TO THE OWNER.IF REQUESTED THROUGH THE CONTRACT, INSTALL DECOR, SEATING, FREE-STANDING CABINETS AND SHELVING, WINDOW TREATMENT, FLOORMATS AND/OR ACCESSORIES. 2. NOTES: DETAILS AND MATERIALS SHOWN ON THE APPROVED DECOR DRAWINGS CONFLICTING WITH THE STANDARD PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY PRIOR TO COMMENCEMENT OF THE INSTALLATION. VERIFICATION OF ADA COMPLIANCE WILL BE NECESSARY. 3. DELIVERY AND STORAGE: RECEIVE AND SAFEGUARD OWNER SUPPLIED ITEMS ON THE JOB SITE IF REQUESTED. PERFORMANCE 1. INSTALLATION: PREPARE SURFACES TO RECEIVE THESE MATERIALS ANDCOOPERATE WITH THE INSTALLATION OF DECOR MATERIALS AS SHOWN ON THE DECOR DRAWINGS. DIVISION 12: FURNISHINGS 1.IT IS THE RESPONSIBILITY OF THEG.C. TO COORDINATE DELIVERY, UNCRATING, POSITIONING, FINALHOOK-UP AND REMOVAL OF TRASH OF ALL OWNER SUPPLIED KITCHENEQUIPMENT. 2.ALL KITCHEN EQUIPMENT TO BEINSTALLED AS PER MANUFACTURER'SSPECIFICATIONS. 3.DECOR ITEMS SUPPLIED BY OWNER AND INSTALLED BYGENERAL CONTRACTOR. SYMBOL EQUIPMENT No. CUSTOMER ENTRANCE DOORS, 48" AFF CUSTOMER ENTRANCE DOORS, 48" AFF CUSTOMER ENTRANCE DOORS, 48" AFF EXTERIOR OF WOMEN'S RESTROOM DOOR, 60" AFF EXTERIOR OF MEN'S RESTROOM DOOR, 60" AFF VISIBLE TO CUSTOMERS IN DINING AREA, 60" AFF INTERIOR OF BOTH RESTROOMS DOOR, 60" AFF ENTRANCE BETWEEN KITCHEN AND DINING ROOM PLACE ON BACK SPLASH OVER APPROPRIATE SINK PLACE ON BACK SPLASH OVER APPROPRIATE SINK PLACE ON BACK SPLASH OVER APPROPRIATE SINK ON OR OVER AREA TO STORE CHEMICALS I N T E R I O R S I G N P A C K A G E- BY G.C. MICROWAVE WINDOW, OVEN, PRODUCT DISPLAY AREAS FRONT OF BACK OF SECURITY OTHER AREA "SWEETENED TEA" "HOT! USE CAUTION" FRYER LABELS (1,2,3,4,5,6) "CHEMICAL STORAGE ONLY" HANDICAP PARKING SIGN "STOP! ALL VENDORS MUST..." "WARNING! ONLY MANAGERS..." "MANAGERS...ACCESS TO SAFE" "MUST BE 18..." 3 COMPARTMENT SINK DECALS BIN DECALS PLACE ON APPROPRIATE FRYER FRYER, FILTER, MARINATOR, (IF APPLICABLE) EXTERIOR OF BACK DOOR, 60" AFF DESIGNATED PARKING SPOT(S) 84" TO BOT. OF SIGN EXTERIOR OF BACK DOOR, 48" AFF EXTERIOR OF BACK DOOR, 48" AFF 2 1 1 1 1 1 4 6 HANGS ON DISPENSER HANGS ON DISPENSER PLACE ON FLOUR BIN PLACE ON FILTER POWDER BIN PLACE ON RICE BIN "WASH" "FILTER" "RINSE" "FILTER" 1 1 1 1 "RICE""FLOUR" "WATER" 1 1 1 1 "HANDICAP MEN" "HANDICAP WOMEN" "RESTROOMS" "UNSWEETENED TEA" "EMPLOYEES ONLY" "EMPLOYEES MUST WASH HANDS..." TEA URN SIGNS "NO SMOKING" HOURS OF OPERATION DOOR TRAFFIC FLOW SIGNS QUEUEING LINE FLOW SIGNLOBBY FLOW SIGN RESTROOM SIGNS SIGN NAME DINING ROOM HANGS ON DISPENSER1 5 1 1122 1 MOUNTING LOCATION TOP OF QUEUEING LINE POLE OUT 1 2 2 IN QTY 2 2 MOUNT TO SHELVING UNIT OR WALL STICKER APPLICATION STICKER APPLICATION 2 SIDED SIGN 2 SIDED SIGN STICKER APPLICATION STICKER APPLICATIONSTICKER APPLICATION STICKER APPLICATION STICKER APPLICATION STICKER APPLICATION MOUNT ON WINDOW NEXT TO DOOR, IF POSSIBLE MOUNT DIRECTLY ABOVE PUSH BAR OF ENTRANCE DOORSMOUNT DIRECTLY ABOVE PUSH BAR OF ENTRANCE DOORS 3 SIDED SIGN, "ORDER HERE", "PAY HERE", "NEXT REGISTER" 2 SIDED SIGN, "ENTER HERE", "PLEASE COME AGAIN" 2 SIDED SIGN COMMNENTS MOUNT TO CENTER LINE OF SIGN MOUNT TO CENTER LINE OF SIGN MOUNT TO CENTER LINE OF SIGN LATCH-SIDE WALL, MTD. C 60" A.F.F.L HANDICAPPED HOUSE HOUSE SIGNS NOTES: 1.FLOOR MATS SHOULD BE PLACED IN THE THE AREAS DESCRIBED BELOW: ENTRYWAY MATS: 3M NOMAD, AVAILABLE SIZES 3'x5' OR 4'x6'KITCHEN FLOOR MATS: MATRIX 'GRIP ROCK' LOCATIONS:-INSIDE WALK-IN COOLER (3'-0" x 5'-6")-OUTSIDE THE WALK-IN COOLER (3'-0" x 4'-0")-ICE MACHINE (3'-0" x 4'-0")-3 COMPARTMENT SINK (3'-0" x 7'-6") -CONDIMENT COUNTER (3'-0" x 8'-10")2.EQUIPMENT SUBSTITUTIONS REQUIRE POPEYES PRE-APPROVAL SUBMIT CUT SHEETS TO POPEYE'S DEPARTMENT SITS ON TOP OF SERVICE COUNTER VESTIBULE STORAGE HALL WALK-IN SQUARE FOOTAGE 24x 2 6 24 x 2 6 105" x 27"42H 48 x 2 6 24 x 2 6 24x 2 6 48D 42x26 42x26 42x26 48 x 2 6 24x 2 6 24 " x 6 0 " 4TI E R S 24 " x 6 0 " 4TI E R S 24"x72" 4TIERS 24"x60" 4TIERS 24" x 4 8 " 4T I E R S 24"x60" 4TIERS 24 " x 6 0 " 4T I E R S 24" x 4 8 " 4TI E R S KITCHEN EQUIPMENT, SEATING, AND SMALLWARES PACKAGEA.TRIMARK (EQUIPMENT, SEATING, & SMALLWARES)CONTACT: BOB PODNER; PHONE: (972) 516-1421; BPODNER@TRIMARKUSA.COM B.WASSERSTROM & SONS INC. (EQUIPMENT & SEATING)CONTACT: JOE BUSH ; PHONE: (614) 737-8534; JOEBUSH@WASSERSTROM.COM C.WASSERSTROM & SONS INC. (SMALLWARES)CONTACT: JEFF RAUPPLE; PHONE: (614) 737-8381;JEFFRAUPPLE@WASSERSTROM.COM D.HOCKENBERGS (EQUIPMENT, SEATING, & SMALLWARES) CONTACT: TED MANOS; PHONE: (770) 594-2626 X 4123;TEDM@HOCKENBERGS.COM E.H & K INTERNATIONAL (EQUIPMENT, SEATING, & SMALLWARES) CONTACT: MAT CHAKAMOI; PHONE:(214) 789-9944;MAT.CHAKAMOI@HKI.COM F.CONCEPT SERVICES (EQUIPMENT, SEATING, & SMALLWARES)CONTACT: ERIC SMITH PHONE: (512) 343-3100/CELL (512) 573-2192; ERICSMITH@CONCEPTSERV.COM SEATING PACKAGEA.SEATING CONCEPTS CONTACT:JEFF ALLISON; DIRECT (800)-421-2036 CELL (417) 793-9465; JALLISON@SEATING-CONCEPTS.COMKERRY STUDER; PHONE: (815)-730-7980 EXT2223; KSTUDER @SEATING-CONCEPTS.COM B.MSW RESTAURANT FURNISHINGS CONTACT:ADAM MURRAY; DIRECT (417) 673-1901 X1040/CELL (417) 388-1616; ADAM@MSWINC.COM C.CASABLANCA DESIGN GROUPCONTACT: MARK WIRZ; DIRECT (770) 423-9575 CELL (770) 778-1426;MARK.WIRZ@CDG.US.COM D.JBI INTERIORSCONTACT: ANDY BRADDY; PHONE (770) 329-6805 ABRADDY@JBI-INTERIORS.COM N PLANNING SUBMITTAL 12-31-2021 LICEN S ED ARCH I T E C T ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2021 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS 7.29.21 K1 SEATING AND KITCHEN PLAN K1 1 KITCHEN PLAN 1/4"=1'-0" Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:108 GAS LINE REFER TO MECH. FOR LOCATION P.T. BLOCKING GALVANIZED STRAP SIZE PER PIPE LAP SEALANT 2-PIECE BASELAP OF UNCUREDFORMFLASH LAP SEALANT 14 GA. METALSLEEVE FASTENED TO DECK SEALANT INSULATED STACK METAL HOOD DECKING DECKING C.L. OF PIPE RIGID INSULATION MECH. FASTENEDMEMBRANE ROOF LAP SEALANT STAINLESS STEEL CLAMP RING WATER CUT OFF MASTIC 12" TO 612" DIA.PIPE SIZE PREMOULDED PIPE BOOT DECKING VOID CLOSURE MECH. FASTENEDMEMBRANE ROOF LAP SEALANT POURABLE SEALANT PENETRATION AS REQ'D BATT INSULATION MULTIPLE MEMBRANE STRIPPING PLIES FEATHERED AT FIELD OF ROOF BY ROOFING CONTRACTOR. PRIME FLANGE BEFORE STRIPPING PREFABRICATED FORMED 0.06" THICK ALUM. FLASHING ROUND COLLAR WITH MIN. 3" WIDE FLANGE. ATTACH TO ROOF PER MANUFACTURER'S INSTRUCTIONS. CONDUIT -TYPSEAL-OFF FITTING -TYP STAINLESS CLAMP-TYP. PREFABRICATED RUBBER BOOTCAP WITH GRADUATED STEPS &WEATHERPROOF PRESSURE SEALTO COLLAR ROOF MEMBRANE SEALANT AT PENETRATION TOMEMBRANE JUNCTURE BYROOFING CONTRACOR CONDUIT CLAMPSIZE AS REQ'D LOCKING SQUARE WASHER & LOCKNUT ANCHORWATER CUT-OFF MASTICCOMPATIBLE WITH ROOF MEMBRANE CONDUIT CLAMP SIZE AS REQ'D INTEGRAL GALV.LIPPED STEELMOUNTING CHANNEL ANCHOR NOTE: 1. MAINTAIN A MINIMUM CLEARANCE OF 12" ON ALL SIDES OF ROOF PENETRATIONFROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. 2.FLANGES OF ADJACENT FLASHINGS SHALL NOT BE CUT OR OVERLAPPED. 3. COORDINATE FLASHING INSTALLATION WITH ROOFING CONTRACTOR TO ENSUREPROPER METHODS & MATERIALS ARE USED TO MAINTAIN ROOF WARRANTY. BLOCKING ROOFING TO BE APPLIED OVER R-16 (MIN.) INSULATIONBOARD IN ACCORDANCE WITH MANUFACTURERSSPECIFICATIONS. NOTE: ROOFING SYSTEM SHALL BE WHITE SINGLE PLY ROOF MEMBRANE AS MANUFACTURED BY: 1) DUROLAST ROOF HATCH BILCO TYPE S-50T SLOPE 1/4" PER FT. SLO P E ICE MACHINE CONDENSING UNIT ON STAND. UNIT SUPPLIED BY KES. INSTALLATION AND HOOK UPS TO BE SUPPLIED BY GC. COOLER/FREEZER CONDENSING UNITS. UNIT SUPPLIED BY KES. INSTALLATION AND HOOK UPS TO BE SUPPLIED BY GC. ICE MACHINE CONDENSING UNIT ON STAND. UNIT SUPPLIED BY KES. INSTALLATION AND HOOK UPS TO BE SUPPLIED BY GC. WALKWAY PAD IF SINGLEPLY ROOF (TYP.) PVC SWEEPSEE 6/A14TYP. T.O. PARAPET 22'-6" AFF. T.O. PARAPET21'-2" AFF. T.O. PARAPET 23'-10" AFF. T.O. PARAPET 21'-2" AFF. T.O. PARAPET 23'-10" AFF. T.O. PARAPET21'-2" AFF. CRICKET 24"X24" WALKWAY PADS - TYP. SLOPE SLOPE SLOPE 3" VTR4" VTR CRICKET ROOFDRAIN ROOF DRAIN ROOFDRAIN SLO P E SL O P E SLOP E SLOP E SL O P E T.O. PARAPET14'-6" AFF. NA4 1 ROOF PLAN 1/4"=1'-0" A4 7 A4 6 PITCH POCKET DETAILHOT GAS VENT PIPE DETAIL A4 8 GAS PIPING DETAIL A4 5 PIPING OR VENT FLASHING A4 4 TYPICAL FRAMING DETAIL AT END OF PARAPET A4 3 CONDUIT ROOF PENETRATION A4 2 VENT/SWEEP ROOF PENETRATION DETAIL PLANNING SUBMITTAL 12-31-2021 LICEN S ED ARCH I T E C T ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2021 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS 7.29.21 A4 ROOF PLAN & DETAILS Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:109 1.0 SUBMITTALS SPECIFICATIONS: DIVISION 7: THERMAL AND MOISTURE PROTECTION SECTION 7C: SHEET METAL WORKGENERALPROVISION 1. SCOPE: FURNISH AND INSTALL GRAVEL STOPS, FLASHING, PARAPET CAP,DOWNSPOUTS, AND GUTTERS. A. ROOFING MEMBRANE FLASHING IS INCLUDED IN SECTION 7B: MEMBRANE ROOFING. MATERIALS 1. MATERIALS SHEET METAL: .032 ALUMINUM. 2. NAIL FASTENERS: 1 3/4" X 11 GAUGE GALVANIZED, STAINLESS STEEL, OR ALUMINUM ROOFING NAILS MAY BE USED FOR FASTENERS INTO WOOD WHENCONCEALED ONLY. 3. WASHERS: NEOPRENE 4. SCREW FASTENERS: CORROSION-RESISTANT, SELF-TAPPING, HEX HEADSCREW, 1/4" MINIMUM DIAMETER WITH SUFFICIENT LENGTH TO PENETRATE 1" MINIMUM INTO WOOD OR 1/2" MINIMUM INTO STEEL. PROVIDE NEOPRENESEALING WASHER FOR EXPOSED FASTENING. PERFORMANCE 1. INSTALLATION: EXPOSED FLASHINGS SHALL BE PAINTED TO MATCHADJACENT MATERIALS. VERIFY WITH POPEYES' CONSTRUCTION MANAGER. SECTION 7D: STANDING SEAMCANOPYPART 1 - GENERAL A. SUBMIT FOR APPROVAL SAMPLES, SHOP DRAWINGS, PRODUCT DATA. QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS.PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICEFOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, STORE MATERIALS IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS. WARRANTY METAL ROOF SYSTEM MANUFACTURER, UPON FINAL ACCEPTANCE FOR PROJECT, FURNISH A WARRANTYCOVERING BARE METAL AGAINST RUPTURE, STRUCTURALFAILURE AND PERFORATION DUE TO NORMAL ATMOSPHERIC CORROSION EXPOSURE FOR A PERIOD OF 20 YEARS. PART 2 - PRODUCTS (UC-4 SERIES, AS MANUFACTURED AND SPECIFIED BY UNA-CLAD., METAL ROOF SYSTEMS.) 2.0 MATERIALS A. METAL ROOF SYSTEM PROFILE: 1. UC-4 "NO CLIP", 1 1/2" HIGH BATTENS x 12" RIB TO RIB. (SMALL BATTEN-SB) 2. CONCEALED FASTENER B. GAUGE: 1. .026 GAUGE - STEEL C. TEXTURE: 1. SMOOTH. D. FINISH: 1. PREMIUM FLUOROCARBON COATING PRODUCED WITH KYNAR 500 OR HYLAR 5000 RESIN (20 YEAR WARRANTY.) E. MANUFACTURER: 1. UNA-CLAD OR EQUAL.PART 3 - EXECUTION 3.0 INSTALLATIONA. COMPLY WITH SMACNA SHEET METAL MANUALRECOMMENDATIONS. COMPLY WITH ACCESSORY MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS.COORDINATE INSTALLATION WITH ROOFING SYSTEM TOENSURE WEATHERTIGHT PERFORMANCE. B. ANCHOR SECURELY TO STRUCTURE TO WITHSTANDINWARD AND OUTWARD LOADS.C. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. DIVISION 9: FINISHES SECTION 9G: EIFS PART 1 GENERAL 1.01 DESCRIPTION A. DESIGN REQUIREMENTS: THE STRUCTURAL WALL SYSTEM TO WHICH THE EIFS IS ATTACHED SHALL MEET L/240 MAXIMUMALLOWABLE DEFLECTION CRITERIA AND APPLICABLE BUILDINGCODE REQUIREMENTS. 1.02 SUBMITTALS A. SUBMIT SAMPLES FOR APPROVAL AS DIRECTED BYOWNER. 1.03 DELIVERY, STORAGE AND HANDLING A. ALL EIFS MATERIALS SHALL BE DELIVERED IN THEIR ORIGINAL SEALED CONTAINERS BEARING MANUFACTURER'SNAME AND IDENTIFICATION OF PRODUCT WITH WRITTENAPPLICATION INSTRUCTIONS AND APPROPRIATE HEALTH, HAZARD, AND SAFETY DATA. B. ALL EIFS READY-MIXED MATERIALS SHALL BE PROTECTED FROM EXTREME HEAT, SUN AND FROST. FACTORYPROPORTIONED BAGGED MATERIALS SHALL BE STORED OFF THE GROUND AND PROTECTED FROM MOISTURE. 1.04 JOB CONDITIONS A. ALL EIFS MATERIALS SHALL NEVER BE APPLIED IF AMBIENT AND SURFACE TEMPERATURES CANNOT BE KEPT ABOVE 40° FDURING APPLICATION AND DRYING PERIOD. FOR INSTALLATION IN TEMPERATURES LESS THAN 40° FSUPPLEMENTARY HEAT SHALL BE PROVIDED. THE INSTALLEDEIFS MATERIALS SHALL BE PROTECTED FROM EXPOSURE TO RAIN AND FREEZING UNTIL DRY. C. AFTER SATISFACTORY INSPECTION OF SURFACES AND CORRECTION OF ANY DEVIATIONS FROM SPECIFICATIONREQUIREMENTS, THE EIFS INSTALLATION MAY BEGIN PER MANUFACTURER'S INSTRUCTIONS. D. THE STARTER STRIP OF MESH SHALL BE WIDE ENOUGH TO ADHERE 4" OF MESH ONTO THE WALL, BE ABLE TO WRAP AROUND THEBOARD EDGE AND COVER APPROXIMATELY 4" ON THE OUTSIDE SURFACE OF THE BOARD. THIS "BACKWRAP" PROCEDURE SHALL BEFOLLOWED AT ALL EXPOSED BOARD EDGES IN ACCORDANCE WITHDETAILS (EXAMPLE-WINDOW AND DOOR HEADS AND JAMBS). ALL AREAS WHERE THE EIFS MEETS DISSIMILAR MATERIAL OR TERMINATES (FOR EXAMPLE, WINDOW AND DOOR FRAMES) SHALLHAVE THE INSULATION BOARD CUT BACK FROM THE ADJOINING MATERIAL A MINIMUM OF 1/4" TO FORM AN ISOLATION JOINT. E. APPLY THE ADHESIVE TO THE BACK OF THE INSULATION BOARD.STAGGER VERTICAL JOINTS AND INTERLOCK BOARDS AT ALL INSIDE AND OUTSIDE CORNERS. APPLY FIRM PRESSURE OVER ENTIRESURFACE OF THE BOARDS TO INSURE UNIFORM CONTACT. BOARDS SHALL BRIDGE SHEATHING JOINTS BY A MINIMUM OF 8". ALL BOARDJOINTS SHALL BE BUTTED TIGHTLY TOGETHER TO ELIMINATE ANY THERMAL BREAKS IN THE EIFS. CARE MUST BE TAKEN TO PREVENTANY ADHESIVE FROM GETTING BETWEEN THE JOINTS OF THEBOARDS. ALL OPEN JOINTS IN THE INSULATION BOARD LAYER SHALL BE FILLED WITH SLIVERS OF INSULATION OR AN APPROVED SPRAYFOAM. F. NAILS, SCREWS, OR ANY OTHER TYPE OF NONTHERMALMECHANICAL FASTENER SHALL NOT BE USED. G. EXPANSION JOINTS ARE REQUIRED IN THE EIFS WHERE THEYEXIST IN THE SUBSTRATE, WHERE THE EIFS ADJOINS DISSIMILAR CONSTRUCTION, AND AT FLOOR LINES IN MULTILEVEL WOOD FRAMECONSTRUCTION. THE EIFS SHALL TERMINATE AT THE EXPANSIONJOINT TO PROVIDE APPROPRIATE JOINT SIZE (SEE DETAILS) AND ALLBOARD EDGES SHALL BE COATED WITH APPROPRIATE GROUND COATAND MESH IN ACCORDANCE WITH STANDARD "BACKWRAPPING" PROCEDURE. APPROPRIATE SEALANT/PRIMER AND BACKER SHALL BEINSTALLED AFTER GROUND COAT IS FULLY DRY TO PREVENT ANY WATER FORM GETTING INTO OR BEHIND THE SYSTEM. H. USE OF PLASTIC OR METAL CORNER BEADS, STOPBEADS, ETC., IS FORBIDDEN. I. APPLY APPROPRIATE GROUND COAT OVER THE INSULATION BOARDWITH PROPER SPRAY EQUIPMENT OR A STAINLESS STEEL TROWEL TO A UNIFORM THICKNESS OF APPROXIMATELY 1/16". WORKHORIZONTALLY OR VERTICALLY IN STRIPS OF 40", AND IMMEDIATELY EMBED STANDARD REINFORCING MESH INTO THE WET GROUND COAT.THE MESH SHALL BE DOUBLE WRAPPED AT ALL CORNERS ANDOVERLAPPED NOT LESS THAN 2-1/2" AT MESH JOINTS.AVOID WRINKLES IN THE MESH. THE FINISH THICKNESS OF THE GROUNDCOAT SHALL BE SUCH THAT THE MESH IS FULLY EMBEDDED. ALLOW GROUND COAT TO THOROUGHLY DRY BEFORE APPLYING PRIMER ORFINISH. J. DUPLICATE INSTALLATION PROCESS NOTED IN 3.01 M USINGSTANDARD MESH CREATING SECOND MESH LAYER AND ADDITIONAL IMPACT RESISTANCE. ALLOW TO DRY BEFORE APPLICATION OFEITHER STO PRIMER (OPTIONAL) OR STO FINISH. K. IF A PRIMER IS USED, APPLY WITH BRUSH, ROLLER OR PROPERSPRAY EQUIPMENT OVER CLEAN, DRY GROUND COAT AND ALLOW TO DRY THOROUGHLY BEFORE APPLYING FINISH. P. APPLY FINISHDIRECTLY OVER THE GROUND COAT (OR PRIMED GROUND COAT) ONLY AFTER THE GROUND COAT/PRIMER HAS THOROUGHLY DRIED.THE FINISH SHALL BE APPLIED BY SPRAYING, ROLLING OR TROWELINGWITH A STAINLESS STEEL TROWEL, DEPENDING ON FINISH SPECIFIED. GENERAL RULES FOR APPLICATION OF FINISHES ARE AS FOLLOWS: 1. USE A CLEAN, RUST-FREE, HIGH-SPEED MIXER TO THOROUGHLY STIR THE FINISH TO A UNIFORM CONSISTENCY(SMALL AMOUNTS OF CLEAN WATER MAY BE ADDED TO AIDWORKABILITY).2. AVOID APPLICATION IN DIRECT SUNLIGHT. 3. APPLY FINISH IN A CONTINUOUS APPLICATION, ALWAYSWORKING TO A WET EDGE. 4. WEATHER CONDITIONS AFFECT APPLICATION AND DRYINGTIME. HOT OR DRY CONDITIONS LIMIT WORKING TIME AND ACCELERATE DRYING AND MAY REQUIRE ADJUSTMENTS INTHE SCHEDULING OF WORK TO ACHIEVE DESIRED RESULTS;COOL OR DAMP CONDITIONS EXTEND WORKING TIME AND RETARD DRYING AND MAY REQUIRE ADDED MEASURES OFPROTECTION AGAINST WIND, DUST, DIRT, RAIN AND FREEZING. 5. AESTHETIC "U"-GROOVES MAY BE DESIGNED INTO THESYSTEM. (A MINIMUM OF 3/4" INSULATION BOARD MUST BELEFT AFTER ANY GROOVES ARE CUT). 6. "R" (RILLED TEXTURE) FINISHES MUST BE FLOATED WITH A PLASTIC TROWEL TO ACHIEVE THEIR RILLED TEXTURE. 7. AVOID INSTALLING SEPARATE BATCHES OF FINISHSIDE-BY-SIDE. 8 . APPLY FINISH COLOR TO EIFS MIX AND APPLY TO WALL. COLOR TO MATCH EXTERIOR FINISH SCHEDULE COLORS. L. EXTERIOR INSULATION AND FINISH TEXTURE SYSTEM: APPLY HIGHIMPACT SYSTEM ADJACENT TO DOORS FOR ADDITIONAL IMPACT RESISTANCE, USING INTERMEDIATE MESH. USE THE STANDARDSYSTEM SPECIFICATIONS AT ALL OTHER LOCATIONS. A. PROVIDE MANUFACTURERE'S STANDARD LABOR ANDMATERIAL WARRANTY. 1.11 WARRANTY PART 2 PRODUCTS 2.01 MANUFACTURERS A. DRYVIT SYSTEMS, INC. 2.02 ADHESIVES A. DISPERSION ADHESIVE - NONCEMENTITIOUS, ACRYLIC BASED ADHESIVE. A. NOMINAL 1.0 lb/cubic feet (16 kg/cubic meter) EXPANDED POLYSTYRENE (EPS) INSULATION BOARD IN COMPLIANCE WITHASTM C 578 TYPE I REQUIREMENTS, AND EIMA GUIDELINESPECIFICATION FOR EXPANDED POLYSTYRENE (EPS) INSULATION BOARD. 2.03 INSULATION BOARD 2.04 BASECOAT A. ONE-COMPONENT POLYMER MODIFIED CEMENTITIOUS BASE COAT WITH FIBER REINFORCEMENT AND LESS THAN 33%PORTLAND CEMENT CONTENT BY WEIGHT. 2.05 REINFORCING MESHES A. STANDARD MESH 1. MESH - NOMINAL 4.5 oz/sq.yd. (163 g/sq.meter),SYMMETRICAL, INTERLACED OPEN-WEAVE GLASS FIBERFABRIC MADE WITH MINIMUM 25 PERCENT BY WEIGHT ALKALINE RESISTANT COATING FOR COMPATIBILITY WITHDRYVIT MATERIALS.B. HIGH IMPACT MESH 1. INTERMEDIATE MESH (MESH C) - NOMINAL 11.0 oz/sq.yd.HIGH IMPACT, INTERWOVEN, OPEN WEAVE GLASS FIBERFABRIC WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH DRYVIT MATERIALS. 2.06 PRIMER A. PRIMER ACRYLIC BASED PRIMER (FOR ACRYLIC BASED FINISHES) B. WATER: CLEAN AND POTABLE. 2.08 JOB MIXED INGREDIENTS A. PORTLAND CEMENT: ASTM C 150, TYPE I. A. ACRYLIC BASED TEXTURED WALL COATING. SEE E.I.F.S.FORMULAS FOR FINISH COLOR. 2.07 FINISH COAT 2. CONCRETE, MASONRY OR PLASTER SURFACES SHALL BE PROPERLY CURED AND FREE OF DIRT, DUST, OIL, GREASE,MILDEW, FUNGUS, LATENCY, PAINT, EFFLORESCENCE ANDANY OTHER CONTAMINANT. ANY SURFACES NOT IN COMPLIANCE SHALL BE CORRECTED PER MANUFACT.RECOMMENDATIONS PRIOR TO INSTALLATION OF THE EIFS. 1. PLYWOOD SHEATHING SHALL MEET A.P.A. (AMERICAN PLYWOOD ASSOCIATION) REQUIREMENTS FOR EXTERIOR OREXPOSURE 1 CLASSIFICATION. APA DESIGN ANDCONSTRUCTION GUIDELINES SHALL BE FOLLOWED FOR STORAGE, HANDLING AND INSTALLATION. MANUFACTURER'SPUBLISHED RECOMMENDATIONS SHALL BE FOLLOWED FOR SHALL BE FOLLOWED FOR STORAGE, HANDLING, STORAGE,HANDLING, INSTALLATION AND PROTECTION. ANY SHEATHINGNOT IN COMPLIANCE SHALL BE REPLACED TO CONFORM WITH SPECIFICATION REQUIREMENTS PRIOR TO INSTALLATION OFTHE EIFS. B. THE SURFACE TO RECEIVE THE EIFS SHALL BE STRUCTURALLYSOUND, CLEAN, DRY AND FREE OF WARPAGE, RESIDUAL MOISTUREOR DAMAGE FROM MOISTURE. SURFACES SHALL BE UNIFORM, WITH NO IRREGULARITIES GREATER THAN 1/8" in 4'-0". SURFACES SHALL BEINSPECTED FOR COMPLIANCE WITH THE FOLLOWING REQUIREMENTS PRIOR TO INSTALLATION OF THE EIFS: A. UNDER NO CIRCUMSTANCES SHALL ANY OF THE PRODUCTS BE ALTERED BY ADDING ANY ADDITIVES, EXCEPT FOR SMALL AMOUNTSOF CLEAN WATER AS DIRECTED ON LABEL. ANTIFREEZE, ACCELERATORS, RAPID BINDERS, ETC., ARE FORBIDDEN. PART 3 EXECUTION Outsulation LCMD option1 as manuf by Dryvit A5.0 3A DRAINAGE MAT(SYSTEM 1) DRYVIT FINISH DRYVIT GENESIS BASE COAT DRYVIT APPROVED WASHERWITH CORROSION RESISTANTFASTENER DRYVIT GENESIS® BASE COAT EPS INSULATION BOARD DRYVIT REINFORCING MESH DRYVIT DRAINAGE MAT CODE APPROVED WATERRESISTIVE BARRIER,BY OTHERS SUBSTRATE FRAMING *DUMPSTER GATES EXTERIOR FINISH NOTES E.I.F.S. WALL TEXTURE FINISH STO COLORS Manuf.Texture NA10-0016 - DELIGHTFUL GOLDEN STO STO ESSENCE SWIRL NA01-0061 - EXOTIC RED DRYVIT QUARTZ PUTZ NA10-0017 - MOCHA BROWN FINISH NOTES DRYVIT COLORS THE FOLLOWING COMPONENTS CAN BE PURCHASED FROM THE APPROVED SIGN VENDORS: POPE051020 - DELIGHTFUL GOLDEN POPE021028S - EXOTIC RED POPE031020S - MOCHA BROWN *STANDING SEAM ROOF *BALCONY RAILING *CLEARANCE BAR *MENU CANOPY *GUARD RAIL *AWNINGS *SHUTTERS ACCEPTABLE SHEATHING SENERGY TINTED PRIMER (OPTIONAL) FRAMING SENERSHIELD-R SENERGY STUCCOBASEMIN. 3/4" - MAX. 7/8" SENERGY FINISH COAT PERMALATH 1000 OR 3.4 lb/sq ydEXPANDED METAL LATH SENERGY ALPHA BASE COAT CASING BEAD OR WEEP SCREED BLDG. PAPER TO SERVE AS SLIP SHEET A5.0 3B *INTERIOR LADDER SIGN MANUFACTURERS A.AAACONTACT: LINDSEY OLIVER; PHONE (337) 233-5686X3012 LINDSEY@AAASIGNS.COM B.ALLEN INDUSTRIESCONTACT: DAVID SIMMONS; PHONE: (336) 615-8731;DAVID.SIMMONS@ALLENINDUSTRIES.COM C.ENTERA CONTACT: JASON BRAGG; PHONE: (850) 392-0801; JASON.BRAGG@ENTERABRANDING.COM D.LOREN SIGNSCONTACT: DAVE PALMGREN; PHONE: (562) 309-5660; DAVE.P@LORENSIGNS.COMWARRANTY CONTACT: DAN LORENZON; (562) 946-7545; DAN.L@LORENSIGNS.COM E.SIGN RESOURCECONTACT: JEFF OGLE; PHONE: (323) 319-1635/CELL (865) 771-5676JOGLE@SIGNRESOURCE.COM EP-5 WALL MOUNTED SIGN AND FRAMING AS SHOWN: IL-27 ILLUMINATED LETTERS BUILDING SIGN EP-2 EP-1 EB-1 EP-6 EP-6 TOTAL OF 3 EQ. WINDOWSW/ MULLIONS TEMP.TEMP.TEMP. TEMP. T.O. PARAPET21'-2" AFF T.O. PARAPET23'-10" AFF FINISHED FLOOR 0'-0" AFF. B.O. AWNING 9'-4" AFF. T.O. PARAPET 22'-6" AFF T.O. PARAPET23'-10" AFF B.O. BALCONY 9'-4" AFF T.O. WINDOW 6'-2" AFF FINISHED FLOOR0'-0" AFF. T.O. PARAPET14'-6" AFF. EP-3 EB-1 EP-4 T.O. PARAPET21'-2" AFF EP-1 EB-1 EP-4 EP-1 EP-5 T.O. PARAPET22'-6" AFF. EP-6 EP-1 EP-6 TEMP. TEMP. COORD. W/ CIVILDRAWINGS FORCONTINUATION EP-1 EP-1 EP-1 EP-1 EP-1 EF-1 EP-1 EP-1 EP-1 EP-1 EP-1 EP-1EP-1 EP-2 EP-1 ACCENT BAND EP-3 EB-1 EB-1 EP-9 EP-3 EP-1 EP-3 EP-9EP-9 EP-9 EP-9 ACCENT BAND EP-3 EP-3 EP-9 EP-9 EP-1 EP-9 EP-6 T.O. SIGN20'-0" AFF EP-2 POPEYES LOUISIANA KITCHEN - EXTERIOR EXTERIOR MATERIALS & FINISH SCHEDULE (not all specs are used on every project) CODE MATERIAL LOCATION MANUFACTURER ADDITIONAL INFORMATION DESCRIPTION PRODUCT COLOR DIMENSION EP-1 EP-2 EP-3 EP-4 EP-5 EP-6 EP-7 EF-1 EB-1 EXTERIORPAINT EXTERIORPAINT EXTERIORPAINT EXTERIORPAINT METAL/PAINT EXTERIORPAINT WOODENSIDING PANEL FACEBRICK MAIN WALL SURFACEABOVE WAINSCOTACCENT TRIM BRICK TOWERMETAL COPING EXTERIOR WAINSCOT,SLL PAINT, ANDDUMSPTER WALLS BOLLARDS, PYLONPOLE ANDDIRECTIONAL SIGNPOLES DRIVE THRUWINDOW CANOPY FRONT FACADEEXTERIOR WALLS ACCENT TOWERSBRICKS BENJAMINMOORE NICHIHAFIBERCEMENT CREATIVEMATERIALS CORP VINTAGE WOODAWP 3030 ALTERNATIVE OPTION: THIN BRICK "WHITE"OC-125 MOONLIGHT WHITE "GRAY"HC-170 STONINGTON GREY ORANGE, PANTONE#3564 C. PROVIDED BYMANUFACTURER TEAL. PANTONE #326 C. PROVIDEDBY MANUFACTURER CEDAR FLAGSTAFF Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Matt Stephenson M:770-789-8228popeyes@nichiha.com CONTACT:popeyestile@creativematerialscorp.com1.800.207.2967 Ext 7797 EP-8 EXTERIORPAINT DUMPSTER GATES BUILDING CANOPIES NICHIHA FIBERCEMENT VINTAGE BRICK ALEXANDRIA BUFF 8-1/8" X 2-1/16" X 5/8" 7-3/8" X 2-1/2"X 3/4" CONTACT:MATT STEPHENSON M:770.789.8228popeyes@nichiha.com 17-7/8" H X119-5/16" L ULTRA SPEC EXT LOW LUSTRE (N455) SHERWINWILLIAMS A-100 EXTERIOR LATEX SATIN SW 7551 GREEK VILLA Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com BENJAMINMOORE SHERWINWILLIAMS A-100 EXTERIOR LATEX SATIN ULTRA SPEC EXT LOW LUSTRE (N455)ROOT BEER CANDY 2105-20 SW 6062 RUGGED BROWN Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com BENJAMIN MOORE SHERWIN WILLIAMS ULTRA SPEC EXT LOW LUSTRE (N455) A-100 EXTERIOR LATEX SATIN SW 7657 TINSMITH Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com BENJAMINMOORE SHERWINWILLIAMS COROTECH HIGH SOLIDS RAPID DRYENAMEL INDUSTRIAL ENAMEL HS SAFETY YELLOW Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com PROVIDED BYMANUFACTURER PROVIDED BY MANUFACTURER PROVIDED BY MANUFACTURER METAL/PAINT PROVIDED BY MANUFACTURER PROVIDED BY MANUFACTURER PROVIDED BY MANUFACTURER BENJAMINMOORE SHERWINWILLIAMS COROTECH HIGH SOLIDSRAPID DRY ENAMEL INDUSTRIAL ENAMEL HS FACTORY FINISH BLACK SW 6991 BLACK MAGIC Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com ALL EXTERIOR WALLS BENJAMINMOORE SHERWINWILLIAMS ALPHATIC ACRYLICCURETHANE - GLOSS 2K WATERBASED URETHANE - GLOSS ANTI- GRAFFITI COAT V500-00 CLEAR ANTI-GRAFFITI COATINGB65-190/B65V190 Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com DP-1 DOOR EXTERIOR DOORS MAIN ENTRANCE AND SIDE ENTRANCE PROVIDED BYMANUFACTURER TO BE PURCHASED FROMMANUFACTURER INORANGE FINISH ORANGE. PANTONE #3564C. PROVIDED BYMANUFACTURER PROVIDED BY MANUFACTURER ES-1 SHUTTERS EXTERIOR WALLS PROVIDED BYMANUFACTURER TO BE PURCHASED FROMMANUFACTURER IN TEAL FINISH TEAL. PANTONE #326 C. PROVIDED BY MANUFACTURER PROVIDED BY MANUFACTURER BUILDING ADDRESS12" HEIGHT MIN A5 1 A5 2 PLANNING SUBMITTAL 12-31-2021 LICEN S ED ARCH I T E C T ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2021 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS 7.29.21 A5 FRONT & REAR EXTERIOR ELEVATIONS NOTE: 7/8" STUCCO SAND FINISH IS ACCEPTABLE ALTERNATE TO EIFS. NOTE: SIGNS AND CANOPIES ARE BY VENDOR UNDER A SEPARATE PERMIT. WALL SIGNS NOT TO EXCEED 20' IN HEIGHT Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:110 SPECIFICATIONS *DUMPSTER GATES EXTERIOR FINISH NOTES E.I.F.S. WALL TEXTURE FINISH STO COLORS Manuf.Texture NA10-0016 - DELIGHTFUL GOLDEN STO STO ESSENCE SWIRL NA01-0061 - EXOTIC RED DRYVIT QUARTZ PUTZ NA10-0017 - MOCHA BROWN FINISH NOTES DRYVIT COLORS THE FOLLOWING COMPONENTS CAN BE PURCHASEDFROM THE APPROVED SIGN VENDORS: POPE051020 - DELIGHTFUL GOLDEN POPE021028S - EXOTIC RED POPE031020S - MOCHA BROWN *STANDING SEAM ROOF *BALCONY RAILING *CLEARANCE BAR *MENU CANOPY *GUARD RAIL *AWNINGS *SHUTTERS *INTERIOR LADDER SECTION 8D: GLAZING MATERIALS GENERAL PROVISIONS 1. SCOPE: FURNISH AND INSTALL GLASS IN STOREFRONT AND DRIVE-THRU SERVICE WINDOW. 1.TYPE: SOLAR CONTROL LOW-E CLEAR INSULATING GLASS “SOLARBAN 60 (2) CLEAR + CLEAR BY VITRO ARCHITECTURAL GLASS. 1.1.OUTDOOR LITE: CLEAR GLASS, SPUTTER COATED ON SECOND SURFACE (2) 1.2.INDOOR LITE: CLEAR (TRANSPARENT) FLOAT GLASS. 1.3.LOW-E COATING: “SOLARBAN” 60 SOLAR CONTROL (SPUTTERED) BY VITRO ARCHITECTURAL GLASS LOCATION: SECOND SURFACE (2) 2.PERFORMANCE VALUES: 2.1.VISIBLE LIGHT TRANSMITTANCE: 70% 2.2.U-VALUE WINTER: 0.29 2.3.U-VALUE SUMMER : 0.27 2.4.SHGC: 0.39 2.5.SHADING COEFFICIENT: 0.45 2.6.OUTDOOR VISIBLE LIGHT REFLECTANCE: 11% APPROVED MANUFACTURERS: VITRO CERTIFIED FABRICATOR REQUIRED CERTIFICATION: BOTH LITES TO BE CRADLE TO CRADLE CERTIFIED™, MINIMUM BRONZE LEVEL, BY CRADLE TO CRADLE PRODUCT INNOVATION INSTITUTE ( WWW.C2CCERTIFIED.ORG). OUTDOOR APPEARANCE: CLEAR INSULATING UNIT CONSTRUCTION: 1/4” (6MM) GLASS + 1/2” (13MM) AIR SPACE + 1/4” (6MM) GLASS (2) DOUBLE LOUVER VINYL SHUTTER 1" SPACE GAP EIFS FRAME, PAINTED EP-1 SECTION TITLE ALUMINUM - FRAMED ENTRANCES AND STOREFRONTS YKK AP PRODUCT SERIES YKK AP YES 45 FS/FI SERIES PART 1 GENERAL 1.SECTION INCLUDES: ALUMINUM STOREFRONT, INCLUDING: 1.1.YKK AP SERIES YES 45 FI STOREFRONT SYSTEM (INSULATINGGLAZING)1.RELATED SECTIONS:1.1.SINGLE SOURCE REQUIREMENT: ALL PRODUCTS LISTED BELOWSHALL BE BY THE SAME MANUFACTURER. 2.SYSTEM PERFORMANCE DESCRIPTION2.1.PERFORMANCE REQUIREMENTS: PROVIDE ALUMINUMSTOREFRONT SYSTEMS THAT COMPLY WITH PERFORMANCEREQUIREMENTS INDICATED, AS DEMONSTRATED BY TESTINGMANUFACTURER'S ASSEMBLIES IN ACCORDANCE WITH TESTMETHOD INDICATED.2.2.AIR INFILTRATION: WHEN TESTED IN ACCORDANCE WITH ASTM E283 AT DIFFERENTIAL STATIC PRESSURE OF 6.24 PSF (299 PA),COMPLETED STOREFRONT SYSTEMS SHALL HAVE MAXIMUMALLOWABLE INFILTRATION OF:2.2.1.0.06 CFM/FT² (1.10 M ³ /H · M²) FOR YES 45 FI SYSTEMS. 2.3.WATER INFILTRATION: NO UNCONTROLLED WATER WHEN TESTED IN ACCORDANCE WITH ASTM E 331 AT TEST PRESSURE DIFFERENTIAL OF: 2.3.1.10 PSF (479 PA) FOR YES 45 FI SYSTEMS. (OR WHEN REQUIRED, FIELD TESTED IN ACCORDANCE WITH AAMA 503). FASTENER HEADS MUST BE SEATED AND SEALED AGAINST SILL FLASHING ON ANY FASTENERS THAT PENETRATE THROUGH THE SILL FLASHING. 2.4.WIND LOADS: COMPLETED STOREFRONT SYSTEM SHALL WITHSTAND WIND PRESSURE LOADS NORMAL TO WALL PLANE INDICATED: 2.4.1.EXTERIOR WALLS: 2.4.1.1.POSITIVE PRESSURE: PER LOCAL CODE. 2.4.1.2.NEGATIVE PRESSURE: PER LOCAL CODE. 2.4.1.3.INTERIOR WALLS (PRESSURE ACTING IN EITHER DIRECTION): PER LOCAL CODE. 2.5.DEFLECTION: MAXIMUM ALLOWABLE DEFLECTION IN ANY MEMBER WHEN TESTED IN ACCORDANCE WITH ASTM E 330 WITH ALLOWABLE STRESS IN ACCORDANCE WITH AA SPECIFICATIONS FOR ALUMINUM STRUCTURES. 2.5.DEFLECTION: MAXIMUM ALLOWABLE DEFLECTION IN ANY MEMBER WHEN TESTED IN ACCORDANCE WITH ASTM E 330 WITH ALLOWABLE STRESS IN ACCORDANCE WITH AA SPECIFICATIONS FOR ALUMINUM STRUCTURES. 2.6.THERMAL MOVEMENT: PROVIDE FOR THERMAL MOVEMENT CAUSED BY 180 DEGREES F. (82.2 DEGREES C.) SURFACETEMPERATURE, WITHOUT CAUSING BUCKLING STRESSES ON GLASS,JOINT SEAL FAILURE, UNDUE STRESS ON STRUCTURAL ELEMENTS,DAMAGING LOADS ON FASTENERS, REDUCTION OF PERFORMANCE,OR DETRIMENTAL EFFECTS.2.7.THERMAL PERFORMANCE: WHEN TESTED IN ACCORDANCE WITHAAMA 1503.1 AND NFRC 100:2.7.1.CONDENSATION RESISTANCE FACTOR (CRF F ): A MINIMUM OF 44FOR YES 45 FI SYSTEMS.2.7.2.THERMAL TRANSMITTANCE U VALUE: 0.51 BTU/HR/FT²/°F OR LESSFOR YES 45 FI SYSTEMS.NOTE: THERMAL PERFORMANCE FOR THE GLAZED SYSTEM AS A WHOLEWILL BE AFFECTED BY THE CHARACTERISTICS OF THE GLASSSPECIFIED.SUBMITTALS2.1.GENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIED SUBMITTALS IN ACCORDANCE WITH "CONDITIONS OF THE CONTRACT" AND DIVISION 1 SUBMITTALS SECTIONS. PRODUCT DATA, SHOP DRAWINGS, SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN "CONDITIONS OF THE CONTRACT." 2.2.PRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH TYPE STOREFRONT SERIES SPECIFIED AS REQUIRED BY THE ARCHITECT OF RECORD. 2.3.SUBSTITUTIONS: WHENEVER SUBSTITUTE PRODUCTS ARE TO BE CONSIDERED, SUPPORTING TECHNICAL DATA, SAMPLES, AND TEST REPORTS MUST BE SUBMITTED TEN (10) WORKING DAYS PRIOR TO BID DATE IN ORDER TO MAKE A VALID COMPARISON. 2.4.SHOP DRAWINGS: PROVIDE TO THE ARCHITECT OF RECORD IF REQUESTED. SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT COMPONENTS, INCLUDING ANCHORAGE, ACCESSORIES, FINISH COLORS AND TEXTURES. 2.5.QUALITY ASSURANCE / CONTROL SUBMITTALS: 2.5.1.TEST REPORTS: SUBMIT CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES IF REQUIRED BY THE LOCAL PERMITTING AUTHORITY. 2.6.CLOSEOUT SUBMITTALS: 2.6.1.WARRANTY: SUBMIT WARRANTY DOCUMENTS SPECIFIED HEREIN. QUALITY ASSURANCE 1.QUALIFICATIONS: 1.1.INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (AS DETERMINED BY CONTRACTOR) TO PERFORM WORK OF THIS SECTION WHO HAS SPECIALIZED IN THE INSTALLATION OF WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT. IF REQUESTED BYOWNER, SUBMIT REFERENCE LIST OF COMPLETED PROJECTS.2.2.PRE-INSTALLATION MEETINGS: CONDUCT PRE-INSTALLATIONMEETING TO VERIFY PROJECT REQUIREMENTS, SUBSTRATECONDITIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS, ANDMANUFACTURER'S WARRANTY REQUIREMENTS.3.PROJECT CONDITIONS / SITE CONDITIONS.3.1.FIELD MEASUREMENTS: VERIFY ACTUAL MEASUREMENTS /OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION; RETAINRECORDED MEASUREMENTS ON SHOP DRAWINGS. COORDINATEFIELD MEASUREMENTS, FABRICATION SCHEDULE WITHCONSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS.4.WARRANTY4.1.PROJECT WARRANTY: REFER TO "CONDITIONS OF THE CONTRACT"FOR PROJECT WARRANTY PROVISIONS.4.2.MANUFACTURER'S WARRANTY: SUBMIT, FOR OWNER'SACCEPTANCE, MANUFACTURER'S STANDARD WARRANTY DOCUMENT EXECUTED BY AN AUTHORIZED COMPANY OFFICIAL. 4.3.WARRANTY PERIOD: MANUFACTURER'S ONE (1) YEAR STANDARD WARRANTY COMMENCING ON THE SUBSTANTIAL DATE OF COMPLETION FOR THE PROJECT PROVIDED THAT THE WARRANTY, IN NO EVENT, SHALL START LATER THAN SIX (6) MONTHS FROM THE DATE OF SHIPMENT BY YKK AP AMERICA INC. EDITOR NOTE: LONGER WARRANTY PERIODS ARE AVAILABLE AT ADDITIONAL COST. 5.PART 2 PRODUCTS 5.1.MANUFACTURERS (ACCEPTABLE MANUFACTURERS/PRODUCTS) 5.2.ACCEPTABLE MANUFACTURERS: YKK AP AMERICA INC. 5.3.STOREFRONT SYSTEM: YKK AP YES 45 FI STOREFRONT SYSTEM. 6.COLORS: AS SPECIFIED BY POPEYES LOUISIANA KITCHEN: INSTALLATION 1.GENERAL: INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITH SHOP DRAWINGS, AND WITHIN SPECIFIED TOLERANCES. 1.PROTECT ALUMINUM MEMBERS IN CONTACT WITH MASONRY, STEEL, CONCRETE, OR DISSIMILAR MATERIALS USING NYLON PADS OR BITUMINOUS COATING. 2.SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TO STRUCTURE. 3. SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TO STRUCTURE. 4. PROVIDE SILL FLASHING AT EXTERIOR STOREFRONT SYSTEMS. EXTEND EXTRUDED FLASHING CONTINUOUS WITH SPLICE JOINTS; SET IN CONTINUOUS BEADS OF SEALANT. 5. VERIFY STOREFRONT SYSTEM ALLOWS WATER ENTERING SYSTEM TO BECOLLECTED IN GUTTERS AND WEPT TO EXTERIOR. VERIFY METAL JOINTSARE SEALED IN ACCORDANCE WITH MANUFACTURERS INSTALLATIONINSTRUCTIONS. DRIVE THRU SPECIFICATIONS DRIVE THRU WINDOW - QUIKSERVMODEL # BP-7241E - STANDARD INSTALLATIONMODEL # BP-7241E-IP - HIGH WIND ZONE AS DETERMINED BY THE LOCAL BUILDING CODE GENERAL NOTES:ACTUAL DIMENSIONS: 72" (W) x 27" (H)ROUGH OPENING 72 1/2" (W) x 41 1/2" (H) 1)EYE SET TO BE MOUNTED DIRECTLY BELOW THE SERVICE OPENING. BAR TO BE MOUNTED ONTHE WALL.2)ANCHOR SCREWS TO BE SUPPLIED BY THE CONTRACTOR.3)JUNCTION BOX TO BE SUPPLIED BY CONTRACTOR. INSTALLATION:1)QUIKSERV WINDOWS MUST BE INSTALLED LEVEL AND SQUARE TO WORK PROPERLY.2)ANCHOR ACCORDING TO THE LOCAL BUILDING CODE ANCHOR SCHEDULE.3)115V/15 AMP. DEDICATED CIRCUIT FEATURE. 4)RECOMMENDED HEIGHT FROM FLOOR TO SERVCE OPENING TO BE 36". (CHECK FOR ANY LOCAL CODES OR CITY CODES) 5)SILICONE ALL EXTERIOR AND INTERIOR JOINTS. 6)ALL OTHER TYPES OF ANCHORING TO BE APPROVED BY CERTIFIED ENGINEER. SHUTTER MANUFACTURER SHUTTER CONTRACTOR MODEL L-2 VINYL; PHONE: 1-800-734-8368WWW.SHUTTERCONTRACTOR.COM EXTERIOR STONE MANUFACTURERS A.CORONADO STONE PRODUCTSCONTACT:RICHARD POST; PHONE: 704-728-2775, 775-412-3181 CELL RICHARDP@CORONADO.COM B.BORAL - VERSETTA STONE PRODUCTSCONTACT: ASHLEY JOYCE; PHONE: 770-645-4531, 404-797-6706 CELLAHSLEY.JOYCE@BORAL.COMWARRANTY CONTACT: DENISE PETIT;PHONE 419-318-5325 DENISE.PETIT@BORAL.COM EP-1 EF-1 FINISHED FLOOR 0'-0" AFF. B.O. AWNING9'-4" AFF T.O. PARAPET 21'-2" AFF T.O. PARAPET 23'-10" AFF EP-4 EP-4 EP-6 EP-5 T.O. WALL14'-6" AFF. T.O. PARAPET22'-6" AFF.EP-1 EP-1 EP-1 EP-1 TYP. SPEAKER FINISHED FLOOR 0'-0" AFF. B.O. AWNING 9'-4" AFF T.O. PARAPET21'-2" AFF T.O. PARAPET 23'-10" AFF EP-1 EF-1 EP-4 EP-4 EP-6 T.O. WALL 14'-6" AFF. TEMP. TEMP. SPEAKER SPEAKER EP-1 EP-3 EP-6 EP-4 EP-1 EP-1 TEMP. EP-3 EP-1 EP-1 EP-2 EP-1 EP-1 EP-10 EP-10 EP-1 TEMP. TEMP.TEMP. EP-1 EP-10 EP-10 EP-2 T.O. WALL 21'-2" AFF. EB-1 EB-1 EP-1 EP-2 EP-3 EP-3 BLACK MASTIC SEALANTCONT. TYP. AT ENTIREPERIMETER OF BUILDING BASE 6"Ø STEEL BOLLARD TOP @ 4'-6" A.F.F. SEE DET. A/SD3, PAINT SAFETY YELLOW (EP-8) ACCENTBAND PAINT LINE QUIKSERV BP-7241E QUIKSERV BP-7241E-IP IF APPLICABLE EP-1 EP-1 EP-3 EP-3 EP-1 EP-3EP-2 T.O. PARAPET 22'-6" AFF. T.O. SIGN20'-0" AFF T.O. SIGN 20'-0" AFF POPEYES LOUISIANA KITCHEN - EXTERIOR EXTERIOR MATERIALS & FINISH SCHEDULE (not all specs are used on every project) CODE MATERIAL LOCATION MANUFACTURER ADDITIONAL INFORMATIONDESCRIPTION PRODUCT COLOR DIMENSION EP-1 EP-2 EP-3 EP-4 EP-5 EP-6 EP-7 EF-1 EB-1 EXTERIORPAINT EXTERIORPAINT EXTERIORPAINT EXTERIOR PAINT METAL/PAINT EXTERIORPAINT WOODENSIDING PANEL FACEBRICK MAIN WALL SURFACE ABOVE WAINSCOT ACCENT TRIM BRICK TOWERMETAL COPING EXTERIOR WAINSCOT,SLL PAINT, ANDDUMSPTER WALLS BOLLARDS, PYLONPOLE ANDDIRECTIONAL SIGNPOLES DRIVE THRUWINDOW CANOPY FRONT FACADEEXTERIOR WALLS ACCENT TOWERSBRICKS BENJAMIN MOORE NICHIHAFIBERCEMENT CREATIVE MATERIALS CORP VINTAGE WOODAWP 3030 ALTERNATIVE OPTION: THIN BRICK "WHITE" OC-125 MOONLIGHT WHITE "GRAY"HC-170 STONINGTON GREY ORANGE, PANTONE #3564 C. PROVIDED BY MANUFACTURER TEAL. PANTONE #326 C. PROVIDEDBY MANUFACTURER CEDAR FLAGSTAFF Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Matt Stephenson M:770-789-8228popeyes@nichiha.com CONTACT:popeyestile@creativematerialscorp.com1.800.207.2967 Ext 7797 EP-8 EXTERIOR PAINT DUMPSTER GATES BUILDING CANOPIES NICHIHA FIBERCEMENT VINTAGE BRICK ALEXANDRIA BUFF 8-1/8" X2-1/16" X 5/8" 7-3/8" X 2-1/2" X 3/4" CONTACT:MATT STEPHENSON M:770.789.8228popeyes@nichiha.com 17-7/8" H X119-5/16" L ULTRA SPEC EXT LOW LUSTRE (N455) SHERWINWILLIAMS A-100 EXTERIOR LATEX SATIN SW 7551 GREEK VILLA Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com BENJAMINMOORE SHERWINWILLIAMS A-100 EXTERIOR LATEX SATIN ULTRA SPEC EXT LOW LUSTRE (N455)ROOT BEER CANDY 2105-20 SW 6062 RUGGED BROWN Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com BENJAMINMOORE SHERWINWILLIAMS ULTRA SPEC EXT LOW LUSTRE (N455) A-100 EXTERIOR LATEX SATIN SW 7657 TINSMITH Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com BENJAMINMOORE SHERWINWILLIAMS COROTECH HIGH SOLIDS RAPID DRYENAMEL INDUSTRIAL ENAMEL HS SAFETY YELLOW Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com PROVIDED BYMANUFACTURER PROVIDED BY MANUFACTURER PROVIDED BY MANUFACTURER METAL/PAINT PROVIDED BYMANUFACTURER PROVIDED BY MANUFACTURER PROVIDED BY MANUFACTURER BENJAMINMOORE SHERWINWILLIAMS COROTECH HIGH SOLIDSRAPID DRY ENAMEL INDUSTRIAL ENAMEL HS FACTORY FINISH BLACK SW 6991 BLACK MAGIC Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com ALL EXTERIOR WALLS BENJAMIN MOORE SHERWIN WILLIAMS ALPHATIC ACRYLICC URETHANE - GLOSS 2K WATERBASEDURETHANE - GLOSS ANTI- GRAFFITI COATV500-00 CLEAR ANTI-GRAFFITI COATINGB65-190/B65V190 Contact: RODGER LIPPMAN,C.848.702.0239rodger.lippman@benjaminmoore.com Contact: GLENN REMLERC.954.547.1217glenn.j.remier@sherwin.com DP-1 DOOR EXTERIOR DOORSMAIN ENTRANCE ANDSIDE ENTRANCE PROVIDED BYMANUFACTURER TO BE PURCHASED FROMMANUFACTURER INORANGE FINISH ORANGE. PANTONE #3564C. PROVIDED BYMANUFACTURER PROVIDED BY MANUFACTURER ES-1 SHUTTERS EXTERIOR WALLS PROVIDED BYMANUFACTURER TO BE PURCHASED FROMMANUFACTURER IN TEAL FINISH TEAL. PANTONE #326 C. PROVIDEDBY MANUFACTURER PROVIDED BY MANUFACTURER A6 1 A6 2 A5 1 PLANNING SUBMITTAL 12-31-2021 LICEN S ED ARCH I T E C T ALL REPORTS, PLANS AND DOCUMENTS PREPARED BY MARKS ARCHITECTS SHALL REMAIN THEPROPERTY OF MARKS ARCHITECTSAND IS INTENDED FOR USE FOR THIS SPECIFIC PROJECT ONLY. marks architects 2021 PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN Ⓒ - EATS 7.29.21 A6 LEFT & RIGHT EXTERIOR ELEVATIONS NOTE: SIGNS AND CANOPIES ARE BY VENDOR UNDER A SEPARATE PERMIT. WALL SIGNS NOT TO EXCEED 20' IN HEIGHT NOTE: 7/8" STUCCO SAND FINISH IS ACCEPTABLE ALTERNATE TO EIFS. Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:111 NE W P O R T R O A D WINTER HAWK RD EV/CLEAN AIR NOPARKINGNOPARKING ONL Y EXI T DRIVETHRU DRIVETHRU 40 ' T R U C K CL 0.1 0.2 0.3 0.5 0.7 0.7 0.7 0.6 0.6 0.8 1.2 1.9 2.0 1.6 0.8 0.4 0.1 0.0 0.0 0.2 0.3 0.7 1.0 1.2 1.4 1.2 1.1 1.0 1.1 1.5 2.4 2.4 2.7 1.3 0.6 0.1 0.1 0.0 0.4 1.0 1.6 2.0 2.6 2.7 2.9 2.6 2.1 1.9 2.0 3.0 2.9 3.5 1.9 0.8 0.2 0.1 0.0 0.9 2.0 3.1 4.6 4.4 4.2 4.6 4.2 3.1 2.7 2.6 3.5 3.3 3.8 2.0 0.8 0.2 0.1 0.0 1.4 2.9 4.4 5.5 5.5 6.3 5.5 5.2 4.8 4.1 3.2 4.0 3.6 3.5 1.7 0.8 0.2 0.1 0.0 1.6 3.9 5.0 5.4 6.1 5.7 4.6 4.9 4.3 4.4 3.8 4.2 3.7 2.8 1.4 0.7 0.2 0.1 0.1 2.0 3.5 4.3 5.8 5.2 6.4 5.6 6.5 4.7 4.5 3.7 4.2 3.8 2.9 1.5 0.7 0.2 0.1 0.1 2.0 3.0 4.9 4.5 4.5 5.0 5.5 5.4 4.2 4.3 3.3 4.0 3.7 4.3 2.0 0.9 0.2 0.1 0.1 2.2 3.4 4.9 4.1 3.9 5.2 4.6 5.8 4.2 4.2 3.2 4.0 3.6 3.8 2.3 1.0 0.2 0.1 0.1 1.8 3.1 3.7 3.6 3.6 3.9 3.1 4.5 4.3 4.3 3.3 4.1 3.9 4.5 2.1 1.0 0.2 0.1 0.1 1.4 2.4 4.1 3.2 3.3 3.0 3.0 4.6 4.0 4.2 3.3 4.2 4.0 3.5 1.7 0.9 0.2 0.1 0.1 1.0 1.5 2.9 2.7 3.2 4.4 3.7 4.0 3.1 4.2 4.0 3.6 1.7 0.9 0.2 0.1 0.1 0.7 1.4 2.2 2.7 4.4 3.4 3.7 3.0 4.0 3.9 4.4 2.1 1.0 0.2 0.1 0.1 0.7 1.3 2.0 2.0 3.2 3.0 3.5 3.0 4.0 3.6 3.9 2.3 1.1 0.3 0.2 0.2 0.7 1.4 2.4 1.6 2.3 2.8 3.4 3.5 4.1 3.8 4.1 2.0 1.2 0.5 0.3 0.2 1.0 1.6 3.1 1.5 2.0 2.8 3.8 4.2 4.7 4.2 3.6 2.3 1.6 0.9 0.6 0.4 1.3 2.4 3.8 1.7 2.2 3.1 4.2 4.7 5.5 4.2 3.5 2.5 1.8 1.2 0.7 0.4 1.4 2.7 3.7 2.1 2.5 3.3 4.5 5.4 7.6 5.7 5.1 3.1 1.8 1.0 0.6 0.3 1.2 2.2 4.0 2.6 2.8 3.3 4.2 4.5 6.2 5.6 4.1 1.7 1.1 0.7 0.5 0.2 0.8 1.4 2.8 2.9 3.5 3.6 3.2 3.7 3.5 3.9 3.8 5.3 3.8 2.5 1.2 0.6 0.4 0.2 0.1 0.5 1.0 1.7 2.1 2.1 2.8 3.0 3.2 2.2 2.8 2.7 3.3 1.8 1.2 0.4 0.2 0.1 0.1 0.1 0.4 0.7 1.1 1.3 1.4 1.4 1.6 1.5 1.5 1.9 2.1 2.0 1.1 0.7 0.2 0.1 GENERAL PHOTOMETRIC SCHEDULE AVERAGE FOOT-CANDLES 2.45 MAXIMUM FOOT-CANDLES 7.6 MINIMUM FOOT-CANDLES 0.0 MINIMUM TO MAXIMUM FC RATIO 0.00 MAXIMUM TO MINIMUM FC RATIO 265.11 AVERAGE TO MINIMUM FC RATIO 85.07 LUMINAIRE SCHEDULE CALLOUT SYMBOL DESCRIPTION LAMP FIXTURE LUMENS EGRESS LUMENS COLOR TEMP CRI MANUFACTURER MODEL MOUNTING NOTES INPUT WATTS VOLTS DIMMING QTY SL1-Q1-3ME-BLS POLE MOUNT LED LIGHT FIXTURE, 2.5 FT BASE + 22.5 FT POLE (1) 27W LED 6583 0 3000K 70 CREE LIGHTING OSQ SERIES POLE --27 MULTIPLE 0-10V 13 LIGHT FIXTURE SCHEDULE NOTES: 1. QUANTITY COLUMN IS SHOWN FOR REFERENCE ONLY FOR TOTAL FIXTURE COUNTS ON PROJECT. CONTRACTOR TO CONFIRM COUNTS PRIOR TO ORDER. SCALE: NORTH 1 SITE PLAN 1" = 20' PLANNING SUBMITTAL PROTOTYPE: STORE NUMBER: FRANCHISEE: POPEYES 26765 NEWPORT RD MENIFEE CA 92584 PLK1846-DL DMSD CAJUN - EATS 7.29.21 E19124Exp. 06/30/22 ELECTRIC AL A O A A TI E S R G RPO AFE T ISS E ON R F EE D S L T ENG C L I I N FO E RNI ER RYANW.BERTALAN RBCE JOB #20 - E19124Exp. 06/30/22 ELECTRIC AL A O A A TI E S R G RPO AFE T ISS E ON R F EE D S L T ENG C L I I N FO E RNI ER RYANW.BERTALAN 21 0040 1044 PIONEER WAY, SUITE E EL CAJON, CA 92020TEL: 619.334.6020 DEVELOP.DESIGN.DELIVERConsulting Engineers, Inc. E0.06 SITE PLAN Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:112 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 1 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 EV/RIA NAELC NOGNIKRAPONGNIKRAP ON L Y EX I T DRIVETHRU DRIVETHRU 40 ' T R U C K 1 S T O R Y RE S T A U R A N T VB C O N S T R U C T I O N NO N - S P R I N K L E R E D 2, 3 6 4 S F 23456 8 1 25 ' B U I L D I N G S E T B A C K 10 ' L A N D S C A P E S E T B A C K 7 1 1516171819202122 TY P 9 10 11 12 13 14 234567891011 NE W P R O P E R T Y L I N E N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' '82.232 E"53'341 °00N N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' '00.02 W"53'41°00N 1213142324 R20'-0" R20'- 0 " R20 ' - 0 " 21 63 7 16 7 24 28 4 12 3324 32 13 22 11 9 5 TY P 9 8 10 10 8 28 10 2 1 TY P 2 2623 TY P 2 28 28 15 11 11 27 27 17 18 31 19 20 25 14 14 32 5 SPACES @ 9'-0" EA 45'-0" TOTAL8'-0"6 SPACES @ 9'-0" EA 54'-0" 34 35 18 11 30 29 13 SPACES @ 9'-0" EA 117'-0" TOTAL 1'-0" 1'-0" 1'-0" '82.232 E"03'41°00N N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' N8 9 ° 5 3 ' 0 0 " E 1 8 0 . 4 3 ' R2 0 ' - 0 " R32'-0" 33 ' - 0 " 82'-5"4'-5"20'-11" 13'-9" 9 12'-0"10'-4" 9'-0"9'-0" 11 5'-0"7'-2"12'-0"3'-0"12'-0"24'-6" 6'-6"26'-0"6'-6"9'-7"7'-10"24'-7" 13 ' - 4 " 9'- 0 " 11 8'- 7 " 6'- 6 " 24 18 ' - 0 " 30 ' - 0 " 18 ' - 0 " 13 ' - 7 " 30 ' - 6 " TY P 2TY P ENAL ETAGNIW 3'-0" 3'- 0 " B1 NEW HC VAN ACCESSIBLE PARKING SPACE AND STRIPING NEW CLEARANCE BAR PAINT TRAFFIC ARROWS, WHITE LANDSCAPE AREA REFER TO LANDSCAPE DRAWINGS PAINT 24" HIGH LETTERS - WHITE. 2 COATS HIGHWAY GRADE PAINT GAS METER ACCESSIBLE PARKING SIGN. INSTALL GREASE INTERCEPTOR PER LOCAL ORDINANCE. ACCESSIBLE PATH OF TRAVEL FROM ROW ELECTRICAL MAIN SWITCH BOARD OUTDOOR DINING AREA NEW CURB RAMP. CONCRETE PAVING. CONTRACTOR PROVIDE BID ALTERNATEFOR BLACK CONCRETE A.C. PAVING AND BASE. KEY NOTES LOADING AREA CONCRETE WHEEL STOPS 5'x5' LEVEL LANDING AREA NEW DRIVE THRU LANE PREVIOUS MENU BOARD NEW DIRECTIONAL SIGN BY VENDOR UNDER A SEPARATE PERMIT. NEW BOLLARD 1 TOW AWAY SIGN PER LOCAL CODES. 2 3 NEW YARD LIGHT, LIGHT FIXTURES TO BE SUPPLIED BY OWNER,AND INSTALLED BY G.C. STYLE TO BE COMPATIBLE WITH STYLE ONADJACENT PROPERTIES 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 NEW 7' HIGH MASONRY TRASH ENCLOSURE WITH STEEL GATES. PAINTTRASH ENCLOSURE& GATES TO MATCH BUILDING. REFER TO SHEET SD1 PAINT HANDICAP SYMBOL - WHITE ON BLUE BACKGROUND. ACCESSIBLE PATH OF TRAVEL FROM ACCESSIBLE PARKING STALL PATH OF TRAVEL TO TRASH ENCLOSURE 29 NEW DIRECTIONAL SIGN. THANK YOU / DO NOT ENTER, BY VENDORUNDER A SEPARATE PERMIT.30 31 DETECTABLE WARNINGS MENU BOARD "NO PARKING" WHITE LETTERS 12" HIGH MIN32 PROVIDE CONDUIT FOR FUTURE EV CHARGING STATIONSEE ELECTRICAL PLANS33 HATCH LEGEND LANDSCAPE CONCRETE BUILDING BICYCLE RACK34 MONUMENT SIGN TO INCORPORATE A DECORATIVE BASEOF BRICK TO BE COMPATIBLE WITH MONUMENT SIGNSOF SURROUNDING PROJECTS 35 ACCESSIBLE ROUTE TO TRASH ENCLOSURE36 PREVIEW BOARD, SPEAKER PEDESTAL, SENSOR LOOP& MENU BOARD SIGN SUPPLIER.FOUNDATION AND ROUGH ELECTRICALBY G.C. (4.0 AMPS) RR RR S S OO P T P T C1 D B2 C2 A K L Q M N Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:113 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 2 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 EP-2 EP-1 EB-1 EP-6 EP-6 TEMP.TEMP.TEMP. T.O. PARAPET 21'-2" AFF T.O. PARAPET23'-10" AFF FINISHED FLOOR0'-0" AFF. B.O. AWNING 9'-4" AFF.EP-1 EB-1 EP-4 EP-1 EP-5 T.O. PARAPET22'-6" AFF. EP-6 EP-1 EP-6 TEMP. TEMP. EP-1 EP-1 EP-1 EP-1 EP-1 EP-1EP-1 EB-1 EB-1 EP-1 EP-9EP-9 EP-6 T.O. SIGN 20'-0" AFF EP-2 North Elevation Scale: 1/4” = 1’-0” A F 33’-0" K KG Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:114 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 3 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 EP-5 TEMP. T.O. PARAPET22'-6" AFF T.O. PARAPET 23'-10" AFF B.O. BALCONY9'-4" AFF T.O. WINDOW 6'-2" AFF FINISHED FLOOR 0'-0" AFF. T.O. PARAPET 14'-6" AFF. EP-3 EB-1 T.O. PARAPET 21'-2" AFF EP-1 EP-1 EP-1 EP-1 EP-1 EP-2 EP-1 ACCENT BAND EP-3 EP-9 ACCENT BAND EP-3 EP-3 EP-9 EP-9 EP-1 EP-9 South Elevation Scale: 1/4” = 1’-0” 33’-0" Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:115 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 4 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 SPEAKER FINISHED FLOOR0'-0" AFF. B.O. AWNING9'-4" AFF T.O. PARAPET21'-2" AFF T.O. PARAPET23'-10" AFF EP-1 EF-1 EP-4 EP-4 EP-6 T.O. WALL14'-6" AFF. TEMP. TEMP. SPEAKER EP-1 EP-3 EP-6 EP-4 EP-1 EP-1 TEMP. EP-3 EP-1 EP-1 EP-2 EP-1 EP-1 EP-10 EP-10 EB-1 EP-1 EP-2 EP-3 EP-3 T.O. PARAPET22'-6" AFF. T.O. SIGN20'-0" AFF EP-1 EF-1 FINISHED FLOOR0'-0" AFF. B.O. AWNING9'-4" AFF T.O. PARAPET21'-2" AFF T.O. PARAPET23'-10" AFF EP-4 EP-4 EP-6 EP-5 T.O. WALL14'-6" AFF. T.O. PARAPET22'-6" AFF.EP-1 EP-1 EP-1 EP-1 TYP. SPEAKER EP-1 TEMP. TEMP.TEMP. EP-1 EP-10 EP-10 EP-2 T.O. WALL21'-2" AFF. EB-1 BLACK MASTIC SEALANTCONT. TYP. AT ENTIREPERIMETER OF BUILDING BASE 6"Ø STEEL BOLLARDTOP @ 4'-6" A.F.F.SEE DET. A/SD3, PAINTSAFETY YELLOW (EP-8) ACCENTBAND PAINT LINE QUIKSERV BP-7241EQUIKSERV BP-7241E-IPIF APPLICABLE EP-1 EP-1 EP-3 EP-3 EP-1 EP-3EP-2 T.O. SIGN20'-0" AFF East (Drive Thru) Elevation Scale: 1/8” = 1’-0” West Elevation Scale: 1/8” = 1’-0” 82’-8" 82’-8" C B D 8'- 6 " 11'-2" HERR I J R R Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:116 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 5 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 Qty. 1A FACES:............... .177”#7328 WHITE ACRYLIC FACESPAINTED PMS 3564 CRETURNS:......... .040”X 3.0ALUMINUM COIL PAINTED PMS 3564 CBACKS:.............. 1/8”WHITEACM BACKS TRIM CAP:.......... 1”JEWELITE TRIMCAP PAINTED PMS 3564 C ILLUMINATION:.. WHITE LED’S LETTERS: POPEYES SPECIFICATIONS: FACES:............... .177”#7328 WHITEACRYLIC FACESPAINTED PMS 3564 CRETURNS:......... .040”X 3.0 ALUMINUM COILPAINTED PMS 3564 CBACKS:.............. 1/8”WHITE ACM BACKS TRIM CAP:.......... 1”JEWELITE TRIMCAPPAINTED PMS 3564 C ILLUMINATION:.. WHITE LED’S WIREWAY............ .090”BRAKE FORMED ALUM. LETTERS: LOUISANAKITCHEN SPECIFICATIONS: SCALE: 1/2" = 1'-0" AREA: 44.9 SQ FTILLUMINATED CHANNEL LETTERS FRONT VIEW SIDE VIEW SCALE: 1/2" = 1'-0" FACE COLOR,TRIM CAP ANDRETURNTO BE PMS 3564 C, WIREWAY COLOR TO MATCH WALL NOTE: 7 3 / 8 " 3’ - 4 ” 112” (9’-4”) 112” (9’-6”) 9 1 / 2 " COPY WIREWAY 3" 3"½"Painted to match wall color. Brake formed alum. Wireway 162”(13’-6”) 25 3 / 4 " LE T T E R S 3" Custom Size Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:117 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 6 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 B SCALE: 1/2" = 1'-0" AREA: 31.5 SQ FTILLUMINATED CHANNELLETTERS FRONTVIEW SIDE VIEW SCALE: 1/2" = 1'-0" FACE COLOR,TRIM CAP ANDRETURNTO BE PMS 3564 C, WIREWAY COLOR TO MATCH WALL NOTE: FACES:............... .177”#7328 WHITEACRYLIC FACES PAINTED PMS 3564 C RETURNS:......... .040”X 3.0 ALUMINUM COILPAINTED PMS 3564 C BACKS:.............. 1/8”WHITE ACM BACKSTRIM CAP:.......... 1”JEWELITE TRIMCAPPAINTED PMS 3564 CILLUMINATION:.. WHITE LED’S LETTERS: POPEYES SPECIFICATIONS: FACES:............... .177”#7328 WHITEACRYLIC FACES PAINTED PMS 3564 C RETURNS:......... .040”X 3.0ALUMINUM COILPAINTED PMS 3564 C BACKS:.............. 1/8”WHITEACM BACKSTRIM CAP:.......... 1”JEWELITE TRIMCAPPAINTED PMS 3564 CILLUMINATION:.. WHITE LED’SWIREWAY............ .090”BRAKE FORMEDALUM. LETTERS: LOUISANA KITCHEN SPECIFICATIONS: 137 3/4” (11’-5 3/4”) 21 3 / 4 ” LE T T E R S 3" 6 3 / 8 ” 2’ - 9 ” 8 1 / 4 " 3" 3"½"Painted to match wall color. Brake formed alum. Wireway COPY 99” (8’-3”) 97” (8’-1”) WIREWAY Qty. 1 Custom Size Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:118 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 7 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 C SCALE: 1/2" = 1'-0" AREA: 25.4 SQ FTILLUMINATED CHANNELLETTERS FRONTVIEW SIDE VIEW SCALE: 1/2" = 1'-0" FACES:............... .177”#7328 WHITEACRYLIC FACESPAINTED PMS 3564 CRETURNS:......... .040”X 3.0 ALUMINUM COILPAINTED PMS 3564 CBACKS:.............. 1/8”WHITE ACM BACKS TRIM CAP:.......... 1”JEWELITE TRIMCAPPAINTED PMS 3564 C ILLUMINATION:.. WHITE LED’S LETTERS: POPEYES SPECIFICATIONS: FACES:............... .177”#7328 WHITEACRYLIC FACESPAINTED PMS 3564 CRETURNS:......... .040”X 3.0ALUMINUM COILPAINTED PMS 3564 CBACKS:.............. 1/8”WHITEACM BACKS TRIM CAP:.......... 1”JEWELITE TRIMCAPPAINTED PMS 3564 C ILLUMINATION:.. WHITE LED’S WIREWAY............ .090”BRAKE FORMEDALUM. LETTERS: LOUISANA KITCHEN SPECIFICATIONS: 122” (10’-2”) 19 1 / 4 ” LE T T E R S 3" 5 1 / 2 " 2’ - 6 ” 7" 3" 3"½" COPY WIREWAY Qty. 1 Painted to match wall color. Brake formed alum. Wireway 85” (7’-1”) 83 1/2” (6’-11 1/2”) Custom Size Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:119 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 8 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 Scale: 3/4”= 1’-0” “LOVE THAT CHICKEN”NON-ILLUMINATED FCO LETTERS 8' - 6 " 11'-2" BRICK WALL SURFACELETTERS SHALL BEMOUNTED FLUSHWITH SURFACE ½”CLEAR ACRYLIC PAINTED WHITE MOUNTING PINS AREA SQ FT: 94.92D Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:120 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 16 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 Qty. 1 D/F M FRONT VIEW OPPOSITE SIDE 3’-0 ” 2’-0”2’-0” Qty. 1 S/F Qty. 1 D/F L N Need to confirm quantities & message schedulesprior to production Scale: 1” = 1’-0” DIRECTIONAL SIGN SIGNAREA SQ FT= 3.12 ../EAN FRONT VIEW WHITE - BACK SPRAYED PAINT COLOR SPECIFICATIONS: PMS 3564 C -3M 3630–84 TANGERINE SIDE VIEWOPPOSITE SIDE 3’-0 ” 2’-0”2’-0”6” FRONT VIEW OPPOSITE SIDE 3’-0 ” 2’-0”2’-0” NOTE STANDARD AND GRAPHICS LAYOUT TO BE PROVIDED.NOT READY FOR PRODUCTION Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:121 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 17 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 SCALE: 3/4" = 1'-0" CLEARANCE BAR FRONT VIEW SCALE: 3/4" = 1'-0" CLEARANCE BAR SIDE VIEW STEELBASE PLATE STD STEELPIPE. 6”CURB ASPHALT 12 0 ” 5 ½" 12 " STEELPIPE 10 8 ” CL E A R A N C E SET BOLT 5/8” x 36” J-BOLTS WITH NUTSAND WASHERS 72" 48"PLUG INSIDE OF PIPE ALUMINUM WITH REFLECTIVE WHITE VINYLGRAPHICS 24” 36” FOOTING PROVIDED BY GC 3 SCALE: 1½" = 1'-0" ½" THICK STEEL BASE PLATE PATTERN 6 ¾” C-C 10” Ø 3/4” HOLESFOR Ø 5/8” BOLTS Ø 3.5” PLUGINSIDE OF 3 ½” SCH 40 PIPE Ø 3.625” HOLE TO SLEEVE OVER 3” SCH 40 PIPE SPECIFICATIONS: 1.ALUMINUM PANEL WITH REFLECTIVE WHITE VINYL GRAPHICS 2.TUBE STEEL HORIZONTALARM 3.PIPE SLEEVE WITH CAPPLATE, 4.PIPE MAIN SUPPORT 5.STEEL BASE PLATE 6.J-STEEL BOLTS LAET- C 623 SMP :TNIAP7. NOTE: &TEMPLATE OF BASE PLATE .-J BOLTSTO SHIPAHEAD OF PIPE Qty 2 O Need clearance height prior to production 3'-0" Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:122 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 18 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 7’- 0” 2’ - 3 ” 17 ¾” SCALE: 1/2" = 1'-0" DRIVE-THRU CANOPY FRONTVIEW 6’- 0” 10 ’ - 0 ” 6’- 0” CANOPY ROOF 2”X4”STEELREC.TUBEW/ACM ROOF DECORATIVE CHICKEN ¼”STEEL 2’ - 1 1 ” 4” 10 ” 8” 3’-0 ” 3’-1 1 ” N22N12 HSS 6”x 6”x 1/4” 7’ - 3 ” 2’ - 9 ” CANOPYCEILINGW/20GA STEEL ROOF PTM BM CC-542 WILLOW COLOR DETAIL A LIGHT FIXTURE N22 SCALE: 1/2" = 1'-0" DRIVE-THRU CANOPY SIDE VIEW 10 ’ - 0 ” 9’ - 0 ” 8” 2” 4” SPEAKER POST 8” 3’-0 ” 3’-1 1 ” LIGHTFIXTURE HSS 6”x 6”x 1/4” ⅛”STEEL GUSSET 1’- 3 ¼” 2’ - 2 ⅝” 3M VINYL REFLECTIVE WHITE N22 SCALE: 1/2" = 1'-0" DRIVE-THRU CANOPY TOP VIEW 7’ - 0 ” 1’ - 3 ¼” ¼”ALUM. DECORATIVEARROW ACM ROOFPTM BM CC-542 WILLOW PleasePlaceOrderHere PleasePlaceOrderHere 4'-11" 4'-11" CANOPYCEILINGW/20GASTEEL ROOFPTM BM CC-542 WILLOW PMS 3564C 326 TEAL FOOTING PROVIDED BY GC SCALE: 1 1/2" = 1'-0" (1) REQ'D PER SET 3/4" THICK STEEL BASE PLATE1 12" 9" C-C 11/16"Ø HOLES FOR (4) 5/8” X 18” J-BOLTS CUTOUT FOR 6"X6"X1/4"HSS TUBE STEEL (4) 5/8” X 18” J-BOLTS Qty 2 P 49" 36" Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:123 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 19 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 Qty 1 D/FQ SCOPE OF WORK 1.) Manufacture and install type double faced monument as shown.2.) Cabinet to be fabricated w/1 ½”alum. angle & skinned w/.090”alum. 3.) Illuminated Round seal & POPEYES cabinet to be mounted to monument. 4.) Routed out “DriveThru”letters and backed w/acrylic on aluminum face. EXTERIOR PAINT (EP-1)BENJAMIN MOORE MOONLIGHT WHITE 48” 36”(LOGO SEAL)9”3” ROUND SEALW/FORMED FACES 3” 3”RETURNSPAINTED BLACK FABRICATEDALUMINUM CABINET PAINTEDBM MOONLIGHT WHITE TOGGLE SWITCH TOGGLE SWITCH 60 ” 36 ” 9¼ ” 12 ” 6’-0 ” OA H 2”2”2” 2½ ” 13” Scale: 1/2”= 1’-0”SIGN AREA SQ FT:..24 6’MONUMENT SIGN ACCESS DOOR POPEYES CABINETW/FORMED FACES MONUMENT HEADER (CORNICE)PAINTEDBM FACTORYBLACK EXTERIOR PAINT (EP-2)BENJAMIN MOORE FACTORYBLACK BRICK (EB-1) BYOTHERS BRICK TO MATCH DEVELOPMENT NIGHT TIME VIEW 6” BRICK BASE TO MATCH DEVELOPMENT. BRICK BASE BYOTHERS PMS 3564C - 3M 3630-84TANGERINE 42”(DT LETTERS) DRIVETHRUROUTED OUT ALUM.BACKED UPACRYLICW/ 2ND SURFACE VINYL FILM 2½ ” 37 1/4 (CAPSULE)” 5 (BASE)2” Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:124 CO P Y R I G H T C 2 0 2 1 F O O D S E R V I C E C O N C E P T S , I N C . FA X # ( 6 2 3 ) 4 9 2 - 0 8 4 0 (62 3 ) 4 9 2 - 0 0 7 7 PH O E N I X , A R I Z O N A 8 5 0 2 7 11 0 1 - A W E S T M E L I N D A 7 DA T E DR A W N CH E C K E D B Y 1011111212 988 6544 1 332 REVISIONS GE N E R A L N O T E S : GE N E R A L N O T E S : BY F . S . C . F O R D E V I A T I O N S BY F . S . C . F O R D E V I A T I O N S RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N RE S P O N S I B I L I T Y I S A S S U M E D PL A N W I T H O U T T H E W R I T T E N CO N S E N T O F F . S . C . I S CO N S E N T O F F . S . C . I S NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O NO T S C A L E D R A W I N G S . FR O M T H I S D R A W I N G . D O IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y IN C . A N D A N Y U S E O F T H I S OF F O O D S E R V I C E C O N C E P T S , TH I S P L A N I S T H E P R O P E R T Y PR O H I B I T E D . N O PR O H I B I T E D . N O Page 21 MA N I F E E , C A 9 2 5 8 4 26 7 6 5 N e w P o r t R o a d 6- 2 4 - 2 1 Samsung ODMB Specifications Specifications & Measurements Display Diagonal Size TV 46" Screen 45.0" /116.8cm Type 120Hz E-LED BLU Resolution 1920 x 1080 (16:9) Brightness (Typ.) 2,500 Contrast Ratio (Typ.) 5000:1 Viewing Angle (H/V) 178/178 Response Time (G-to-G) 6ms Operation Hour 24/7 Connectivity Input RGB N/A Video HDMI 1.4 (2), HDBaseT (LAN Common) HDCP HDCP 2.2 USB USB 2.0 (1) Output Audio Stereo Mini Jack External Control RS232C (In/Out), RJ45 (In/Out), HDBaseT Power Type Type Internal Power Supply AC100-240V~(+/-10%),50/60Hz Power Consumption Max [W / H] 468 Typical [W / H] 440 Sleep Mode <0.5W Off Mode <0.5W Dimensions Pre-sell (1 x 1) 24.9" x 4" x 64" Menu Board (1 x 3) 75.3" x 4" x 64" Weight Pre-sell (1 x 1) 235 lb. Menu Board (1 x 3) 490 lbs. Qty. 2 Preview Board Qty. 2 Menu Board Preview Board & Menu Board supplied & installed by Bailiwick. Foundation by GC. 75 5/16” 24" screen 42"screen S T 63 7/8" OAH 63 7/8" OAH Digital screen area 7 SQ FT Digital screen area 33.4 SQ FT Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:125 NOTICE OF PUBLIC HEARING TIME OF HEARING: 6:00 p.m. or as soon as possible thereafter. DATE OF HEARING: September 22, 2021 PLACE OF HEARING: MENIFEE CITY COUNCIL CHAMBERS 29844 HAUN ROAD MENIFEE, CA 92586 Note: To confirm means and methods for participation, see the agenda, which will be posted at least 72 hours prior to the meeting at: https://www.cityofmenifee.us/agendas A PUBLIC HEARING has been scheduled, pursuant to the City of Menifee Municipal Code, before the CITY OF MENIFEE PLANNING COMMISSION to consider the project shown below: Project Title: “Popeyes Restaurant” - Conditional Use No. PLN20-0347 and Plot Plan No. PLN20-0348 Project Location: The site is located south of Newport Road, west of Winterhawk Road, north of Rim Creek Path, and east of Evans Road at 26765 Newport Road, in the City of Menifee (APN 360-020-029). General Plan Land Use and Zoning: Economic Development Corridor – Newport Road (EDC-NR) The Planning Commission will consider the following project at a public hearing: Conditional Use Permit No. PLN20-0347 allows for the quick-serve restaurant with drive-thru facilities in the Economic Development Corridor – Newport Road (EDC-NR) Subarea. Plot Plan (PP) No. PLN20-0348 proposes the construction of a new 2,364 square foot quick-serve restaurant (Popeye’s) at a .96-acre (41,908 square foot) vacant site located at 26765 Newport Road. The project consists of site improvements that include a new commercial trash enclosure, new parking lot and site landscaping. The project also includes a master sign program for the project site which contains general specifications for materials, sign area, number of signs allowed, directional signage, menu boards, and general locations for all signs. The master sign program also includes one free-standing monument sign and a 94.86 sq. ft. painted mural consistent with the Popeyes national logo/branding. Environmental Information: The project is exempt from CEQA per Section 15303 “New Construction or Conversion of Small Structures.” This exemption is for the construction and location of limited numbers of new, small facilities or structures; installation of small new equipment and facilities in small structures; and the conversion of existing small structures from one use to another where only minor modifications are made in the exterior of the structure. The numbers of structures described in this section are the maximum allowable on any legal parcel. Examples of this exemption include but are not limited to: c) A store, motel, office, restaurant or similar commercial or institutional structure not involving the use of significant amounts of hazardous Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:126 substances, and not exceeding 2500 square feet in floor area. In urbanized areas, the exemption also applies to up to four such commercial buildings not exceeding 10,000 square feet in floor area on sites zoned for such use, if not involving the use of significant amounts of hazardous substances where all necessary public services and facilities are available, and the surrounding area is not environmentally sensitive. Any person wishing to comment on the proposed project may do so in writing between the date of this notice and the public hearing and be heard at the time and place noted above. All comments must be received prior to the time of public hearing. All such comments will be submitted to the Planning Commission, and the Planning Commission will consider such comments, in addition to any oral testimony, before making a decision on the proposed project. If this project is challenged in court, the issues may be limited to those raised at the public hearing, described in this notice, or in written correspondence delivered to the Planning Commission at, or prior to, the public hearing. Be advised that as a result of public hearings and comment, the Planning Commission may amend, in whole or in part, the proposed project. Accordingly, the designations, development standards, design or improvements, or any properties or lands within the boundaries of the proposed project, may be changed in a way other than specifically proposed. For further information regarding this project, please contact Russell Brown, at (951) 723-3745 or e-mail rbrown@cityofmenifee.us, or go to the City of Menifee’s agenda web page at http://www.cityofmenifee.us. To view the case file for the proposed project contact the Community Development Department office at (951) 672-6777 Monday through Friday, from 8:00 A.M. to 5:00 P.M. Please send all written correspondence to: CITY OF MENIFEE COMMUNITY DEVELOPMENT DEPARTMENT Attn: Russell Brown, Associate Planner 29844 Haun Road Menifee, CA 92586 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:127 Subject APN: 360-020-029 Address: 26765 NEWPORT ROAD 300’ RADIUS (extended to 400’ to meet minimum MENIFEE CA 92584 Advanced Listing Services Inc Ownership Listings & Radius Maps P.O. Box 2593 •Dana Point, CA •92624 Office: (949) 361-3921 •Cell: (949) 310-6869 www.Advancedlisting.com denise@advancedlisting.com Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:128 Southern California Edison Attn: Mindi De La Torre/ CEQA 26100 Menifee Rd. Menifee, CA 92585 Riverside County Transportation Commission Attn: Cathy Bechtel, Project Development Director/ CEQA P.O. Box 12008 Riverside, CA 92502-2208 Southern California Edison Attn: Josh Thiel-Tract Supervisor/ CEQA 24487 Prielipp Drive Wildomar, CA 92595 Verizon California CEQA 9 South 4th Street Redlands, CA 92373 Eastern Municipal Water District Attn: Rebecca Tibayan/ CEQA P.O. Box 8300 Perris, CA 92572-8300 Southern California Edison Third Party Environmental Review/CEQA 2244 Walnut Grove Avenue, Quad 4C 472A Rosemead, CA 91770 Santa Ana Regional Water Quality Control Board CEQA 3737 Main Street, Suite 500 Riverside, CA 92501 Menifee Union School District Attn: James Seller 29775 Haun Road Menifee, CA 92586 Pechanga Band of Mission Indians Attn: Ebru Ozdil, Cultural Analyst/CEQA P.O. Box 2183 Temecula, CA 92592 South Coast Air Quality Management District: CEQA IGR 21865 Copley Drive Diamond Bar, CA 91765 Riverside County Dept. of Environmental Health Attn: CEQA 3880 Lemon St. 2nd Floor Suite 200 Riverside, CA 92501 Soboba Band of Luiseño Indians CEQA P.O. Box 487 San Jacinto, CA 92581 California Council of the Blind CEQA 1510 J. Street, Suite 125 Sacramento, CA 95814 Riverside Transit Agency Mauricio Alvarez, MBA/ CEQA 1825 3rd Street Riverside, CA 92507 The Gas Company CEQA 527 N. San Jacinto Street Hemet, CA 92543 California Council for the Blind Donna Pomerantz/ CEQA 1115 Cordova Street Pasadena, CA 91106 California Department of Trans. Dist. 8 Attn: Rosa Clark/ CEQA 464 West 4th Street San Bernardino, CA 92401 Perris Union High School District Attn: Candace Reines/ CEQA 155 East Fourth Street Perris, CA 92570 CA Dept. of Alcoholic Beverage Control CEQA 3737 Main Street, Suite 900 Riverside, CA 92501 Lozeau Drury LLP Richard Drury, Komalpreet Toor & Stacey Oborne 1939 Harrison Street, Suite 150 Oakland, CA 94612 Valley-Wide Recreation and Park District James Salvador, Executive Assistant/ CEQA P.O. Box 907 San Jacinto, CA 92581 Caliber Retail Properties Group Attn: Bart Pebbles, Principal 17682 Mitchell N. Suite 201 Irvine, CA 92614 Menifee Crossroads LLC Attn: Ali Tabrizizadeh 24221 Park Granada Calabasas, CA 91302 4M Engineering and Development Attn: Sherrie Munroe, Principal 41635 Enterprise Circle North, Suite B Temecula CA 92590 Item Title:9.1 “Popeyes Restaurant”Conditional Use Permit No.PLN20-0347 and Plot Plan No.PLN20-0348 Item Page Number:129 CITY OF MENIFEE SUBJECT: Draft Multifamily Objective Design Standards Workshop MEETING DATE: September 22, 2021 TO: Planning Commission PREPARED BY: Doug Darnell, Senior Planner REVIEWED BY: Orlando Hernandez, Planning Manager APPROVED BY: Cheryl Kitzerow, Community Development Director -------------------------------------------------------------------------------------------------------- RECOMMENDED ACTION 1. Review the presentation, discuss, and provide input on the Draft City of Menifee Multifamily Objective Design Standards. DISCUSSION The Draft City of Menifee Multifamily Residential Objective Design Standards (ODS) are presented to the Planning Commission as a workshop item to provide the Commission the opportunity for review and provide input on the ODS prior to hearings for approval and adoption. The ODS have been prepared to comply with and implement Senate Bill (SB) 35, which was signed into law by the Governor in September of 2017. SB 35 requires cities and counties to streamline review and approval of eligible affordable housing projects through a ministerial process, exempting such projects from environmental review under the California Environmental Quality Act (“CEQA”). This process does not allow public hearings to consider the merits of the project; rather only design review or public oversight of the development is allowed, which must be objective and strictly focused on assessing compliance with criteria required for streamlined projects as well as objective design review of the project. The preparation of the ODS by the City’s consultant (PlaceWorks) is funded by the Department of Housing and Community Development (HCD) SB2 Planning Grant Program. During the preparation of the draft ODS, architectural style types were presented to the City’s Developer Stakeholder Group on April 15, 2021. The ODS are not intended replace any of the current requirements of the Development Code and Design Guideline requirements which apply to and will continue to apply to most development in the City. Rather, the ODS will only be applicable for projects that qualify for a streamlined Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:1 City of Menifee Planning Commission Workshop on City of Menifee Draft Multifamily Objective Design Standards September 22, 2021 Page 2 of 2 6 9 6 ministerial review under SB35. For example, such projects must be located on an infill site with 10 percent or more of the units affordable to lower income households and be on a site with no environmental constraints such as, but not limited to, high or very high fire hazard severity zones, habitat for protected species, or FEMA designated flood plain or floodway. A Development Code Amendment will be included to incorporate the ODS by reference into the Development Code and to establish a new SB35 Multifamily Ministerial Review Permit process for qualified projects under SB35. Although referenced in the Development Code, the ODS will be separate stand-alone requirements from Development Code only applicable to SB35 qualified projects. Next Steps: Based on Planning Commission input received at the Workshop, Staff will revise the ODS as appropriate to bring back a Final Draft ODS as a public hearing item for Planning Commission for consideration. ATTACHMENTS 1. Draft Objective Design Standards 2. SB35 Eligibility Checklist Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:2 MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 CITY OF MENIFEE, CALIFORNIA DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:3 ii CITY OF MENIFEE DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:4 iiiMULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Multifamily Objective Design Standards Draft August, 2021 Community Development Staff: Cheryl Kitzerow, AICP, Community Development Director Orlando Hernandez, Planning Manager Doug Darnell, Senior Planner Kimberly Luna, Assistant Planner Prepared By: PlaceWorks 3 MacArthur Place, Suite 1100 Santa Ana, CA 92707 Contact: Alan Loomis Prepared For: City of Menifee 29844 Haun Road Menifee, CA 92586 City Council Members: Bill Zimmerman, Mayor Lesa Sobek, Mayor Pro Tem Bob Karwin Matthew Liesemeyer Dean Deines City Manager: Armando G. Villa Text appearing in red is temporary, and will not be included in the final document. “Shall” statements from the existing Multifamily Design Guidlines have been noted as (DG), and excerpts from the General Plan have been cited with the Element and Goal or Policy number: (CD-3.2). DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:5 iv CITY OF MENIFEE Adopting Resolutions (Insert date and list of resolutions , with amendments. Refer to Appendix A, Adopting Resolution for complete text.) DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:6 vMULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Table of Contents Chapter 1 - Introduction 1 1.1 Overview . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 1.2 Purpose. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 1.3 Applicability . . . . . . . . . . . . . . . . . . . . . . . . . . .3 1.3 User Guide. . . . . . . . . . . . . . . . . . . . . . . . . . . .3 Chapter 2 - Site Design Standards 9 2.1 Community Structure . . . . . . . . . . . . . . . . . . . .5 2.2 Building Orientation . . . . . . . . . . . . . . . . . . . . .8 2.3 Service Areas and Utilities . . . . . . . . . . . . . . . . . .9 Chapter 3 - Architectural Design Standards 3.1 Building Mass and Articulation . . . . . . . . . . . . . .11 3.2 Roof and Window Forms. . . . . . . . . . . . . . . . . .13 3.3 Materials and Colors . . . . . . . . . . . . . . . . . . . .12 3.4 Garages and Carports . . . . . . . . . . . . . . . . . . .13 Chapter 4 - Architectural Styles 19 4.1 Architectural Style Standards . . . . . . . . . . . . . . .17 4.2 Spanish Colonial Revival . . . . . . . . . . . . . . . . . .18 4.3 Craftsman. . . . . . . . . . . . . . . . . . . . . . . . . . . .22 4.4 American Traditional . . . . . . . . . . . . . . . . . . . .26 4.5 Farmhouse Contemporary . . . . . . . . . . . . . . . .30 4.6 Tuscan. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34 4.7 Modern. . . . . . . . . . . . . . . . . . . . . . . . . . . . .38 Chapter 5 - Landscape Standards 5.1 Landscape Design . . . . . . . . . . . . . . . . . . . . . . . 42 5.2 Walls and Fencing. . . . . . . . . . . . . . . . . . . . . . . 46 5.3 Lighting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 Chapter 6 - Administration 35 6.1 Administration of Standards . . . . . . . . . . . . . . . . 51 6.2 Steps for Approval . . . . . . . . . . . . . . . . . . . . . . . 52 6.3 Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53 Appendix A - Adoption Resolutions A.1 Adopting Resolutions . . . . . . . . . . . . . . . . . . . . .59 DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:7 vi CITY OF MENIFEE 1. INTRODUCTION DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:8 1MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 1: Introduction 1.1 Overview The Multifamily Objective Design Standards have been adopted by the City of Menifee to evaluate residential development applications, and provide direction to developers and property owners on the key design components to streamline the project approval process. The standards also encourage development of workforce housing compatible with the surrounding neighborhood and the overall character of the City of Menifee, while also ensuring a high level of design quality, and appropriate site planning. 1.2 Purpose This document addresses changes in California State laws by placing an emphasis on standards that provide objective criteria to be used as the basis for project approval or denial. Project applications eligible for this process (refer to Section 1.3, Applicability) shall receive a ministerial, non-subjective review. These standards have been adopted by the City of Menifee to comply with California Senate Bill 35 as described below: Senate Bill (“SB”) 35 Government Code Section 65913.4 SB 35 requires cities and counties to streamline review and approval of eligible affordable housing projects through a ministerial process, exempting such projects from environmental review under the California Environmental Quality Act (“CEQA”). This process does not allow public hearings to consider the merits of the project; rather only design review or public oversight of the development is allowed, which must be objective and strictly focused on assessing compliance with criteria required for streamlined projects as well as objective design review of the project (Section 65913.4(c)(1). Chapter 1 - Introduction DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:9 2 CITY OF MENIFEE, CALIFORNIA SB 35 requires the availability of a streamlined ministerial approval process for multifamily residential developments in jurisdictions that have not yet made sufficient progress toward meeting their regional housing need allocation (RHNA) goal for construction of above-moderate income housing and/or housing for units below 80% area median income (AMI). As a part of this streamlining process, cities are required to establish objective design standards for multifamily residential development. SB 35 defines an objective design standard as one that involves “no personal or subjective judgment by a public official and is uniformly verifiable by reference to an external and uniform benchmark or criterion available and knowable by both the development applicant…and the public official prior to submittal.” 1.3 Applicability These Design Standards apply to proposals for new multifamily development within the City of Menifee, except those areas located within the boundary of a Specific Plan. According to the parameters set forth by Senate Bill 35, the Streamlined Ministerial Process shall be available to proposed communities having at least 10% of units priced to be affordable to households making at or below 80% of the Average Median Income level (AMI), prior to calculating any density bonus. The site must meet the “infill” requirements (SB 35 definition), and be zoned for residential or mixed-use development. The applicant must also demonstrate that the site is not within Prime Farmland, or farmland within statewide importance, wetlands, a very high fire hazard zone, an earthquake fault zone, special flood hazard area, protected habitat area, or a conservation easement. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:10 3MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 1: Introduction 1.4 User Guide The Standards are structured to create an easily understood document using accessible language and imagery to streamline the approval process. A baseline index of quality is established while creativity is encouraged, and deviations are allowed on a case by case basis. An overview of the content of each chapter is included below: B Chapter 1: Introduction. Overview of the purpose of the document and applicability of the Standards. B Chapter 2: Site Design Standards. Standards for placement of buildings, orientation of entrances, connection to pedestrian pathways, and placement of parking and trash enclosures. B Chapter 3: Architectural Design Standards. Required elements relating to form and massing, roof design, windows, colors and materials, and other architectural features. B Chapter 4: Architectural Styles. Identification of architectural elements within six styles: Spanish Colonial, Tuscan, Craftsman, American Traditional, Contemporary Farmhouse, and Modern. The essential features of each style are outlined. B Chapter 5: Landscape Design Standards. Requirements for landscape elements, open space, buffer areas, walls and fencing, as well as lighting and signage. B Chapter 6: Administration. Overview of the approval process and definition of terms used within the document. B Appendix A: Adopting Resolutions. The City Council resolutions adopting the document. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:11 4 CITY OF MENIFEE, CALIFORNIA 2. SITE DESIGN STANDARDS DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:12 5MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 2: Site Design Standards 2.1 Community Structure The following community-wide standards are consistent with the City of Menifee General Plan and are elements used to convey an overall identity. Building and site layouts shall conform to City standards regarding minimum setbacks, minimum open space requirements, maximum height requirements, and other city standards, unless specific variances or minor exception are granted. B Design Consistency. Provide visual identification as part of the City of Menifee through complimentary landscaping, materials, and building forms. B Preserve Natural Site Features. Maintain and incorporate the city’s natural amenities, including its hillsides, indigenous vegetation, and rock outcroppings, within proposed projects. (CD-3.2) B Clearly Define Public and Private Realm. Provide visual cues through planting, site planning, signage, fencing, pavement, and scale that clearly distinguish the public areas from private and semi-private areas. Chapter 2 - Site Design Standards B Pedestrian-Serving. Design for the pedestrian by including elements such as walkways which minimize crossings, lighting, street furniture, and trash receptacles to activate the public and semi-private areas and promote walkability. Streetscapes form the bulk of community structure, and visually unite a neighborhood with the larger community by using elements such as landscaping, signage, street furniture, lighting, and sidewalks. Streetscape design is to be carefully considered, as it exerts a strong influence on the experience and perception of a project. The following Menifee standards pertain to streetscapes: B Visibility Triangles. The areas at the end of private drives within the visibility triangle area shall adhere to the City of Menifee standard street design requirements. B Crime Prevention Through Environmental Design. A key method for reducing the incidence of crime and fear of undue risk is through implementation of crime prevention through environmental design measures. Surveillance, access control, territorial reinforcement, and maintenance are four major design and usage concepts. (CD 3.9) DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:13 6 CITY OF MENIFEE, CALIFORNIA 2.1.1 Monuments Monuments play a key role in the establishment of placemaking and the creation of community identity. Community monuments integrate the site with the surroundings and provide an entry and exit experience that creates an aesthetic and functional transition with adjacent areas. Neighborhood monuments shall be similar in style (but smaller in scale) to either the existing community entry monument or the architectural style of the area they denote. The following standards pertain to both neighborhood and community monuments: B Create an Identity. Community and neighborhood entry statements shall be provided that create a distinctive image. (DG) B Placemaking. The identity of new projects shall be strengthened with entry monuments, street signs, and/or special street trees, landscaping, and lighting. (CD-1.3) B Location. Monuments shall be placed in setbacks, landscaped entries, or open spaces at principal entries. B Sight Distances. The design and placement of monuments shall maintain required sight line distances. B Monument Design. Composed of low garden walls designed to fit into the landscape theme. Entry slopes shall be pulled back from the corners of the wall with ground cover in front. Landscaping is required at the base of all monument signs and shall be no less in area than the square footage of the sign area. B Theme. The architectural themes of the primary structures shall be reflected in neighborhood identification monuments. B Materials. Entry monuments shall be constructed of stone, brick, stucco, beams, planks, or similar materials. Community entry monument example - Plan View Example of a community entry monument. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:14 7MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 2: Site Design Standards Neighborhood entry monument example - Plan View Neighborhood entry monument example - Section View Examples of neighborhood identification monuments. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:15 8 CITY OF MENIFEE, CALIFORNIA 2.2 Building Orientation During the site design process, adjacencies shall be considered and treated appropriately to maintain the visual cohesiveness of the area. The following standards shall apply: B Preserve Natural Features. Site plan strategies are to be utilized to preserve natural landforms, boulders, and rock outcroppings. (OCS-3.3) B Site Design. Building and site layouts shall conform to City standards regarding minimum setbacks, minimum open space requirements, maximum height requirements, and other city standards, unless specific variances are granted. (DG) B Varied Setbacks. Long unarticulated building facades shall be avoided by incorporating varying setbacks of the building footprint in a varied fashion along the street. (DG) B Site Entry Location. Project entries are to be located to minimize conflicts with adjacent residential neighborhoods . (CD 3.6) B Parking Location. Parking lots and structures are to be functionally and visually integrated and connected; off-street parking lots should not dominate the streetscene. (CD-3.5) B Maximize Open Space. Buildings are to be oriented to maximize common open space with pedestrian connections throughout. Five acres of open space are to be provided for every 1,000 residents. (OCS-1.2) B Observe Buffers. Require setbacks and other design elements to buffer residential units to the extent possible from the impacts of abutting roadway, commercial, agricultural, and industrial uses. (CD-3.18) B Preserve Corridors. Recognize, preserve, and enhance the aesthetic value of the city’s enhanced landscape corridors and scenic corridors. (CD-4) Parking spaces and garages should be oriented to the back or side of buildings. Off-street parking shall not dominate the streetscape. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:16 9MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 2: Site Design Standards 2.3 Service Areas and Utilities Service areas shall be designed to minimize potential negative visual impacts of public and private facilities and support structures through sensitive site design and construction. (CD 3.3) B Visual Buffers. Incorporate visual buffers, including landscaping, equipment and storage area screening, and roof treatments, on properties abutting either Interstate 215 or residentially designated property. (CD-3.22) B Trash Bins. Where individual trash bins and pick-up are proposed, the development shall ensure access and fire lanes meet minimum requirements and dimensions. B Trash/recycling. Consult with local waste collector to ensure containers are large enough to handle the refuse generated by the site. (DG) B Location Exhibit. A trash bin/can location exhibit will be required with the development application review to ensure proper storage and access are being provided. CC&Rs will also need to address location of bins, timing for residents to put out and bring in trash cans (if individual pickup is used) and possible parking restrictions. (DG) B Mailbox Design. Cluster mailbox enclosures shall be designed to be similar or complementary in form, material, and color to the surrounding residential buildings. (DG) B Mailbox Installation. Each mailbox installation shall conform to current United States Postal Service standards. (DG) Illustration to of a well-designed trash enclosure Mailboxes shall be complementary to surrounding residential buildings. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:17 10 CITY OF MENIFEE, CALIFORNIA 3. ARCHITECTURAL DESIGN STANDARDS DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:18 11MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 3: Architectural Design Standards Chapter 3 - Architectural Design Standards 3.1 Building Mass / Articulation 3.1.1 Architectural Design Concept Residential neighborhoods shall incorporate readily identifiable common design elements such as highly articulated facades, distinct entrances, and shared recreational areas or other focal points. The scale, colors, materials, design details, and architectural style of buildings and furnishings shall reflect the overall theme. The following standards shall be reflected in the architectural concept: B Distinguishable Architectural Style. Building design shall be consistent with a defined architectural style and incorporate design details commonly associated with that style. B Contextually Sensitive. The architectural design of neighboring projects, and the existing character of the community shall be considered. The project may adopt a consistent or contrasting architectural approach. Multi-family buildings shall incorporate a well-defined architectural style. B Defined Hierarchy of Public and Private Spaces. Public and private spaces shall be separated by buildings, enclosures, landscaping, screens, vegetation, paving, grade separation, fencing, or gates and doors. These features shall distinguish a progression from the public to the private realm. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:19 12 CITY OF MENIFEE, CALIFORNIA 3.1.2 Building Form and Massing Carefully crafted streetscapes are composed of well articulated building facades. Avoidance of monotonous streetscapes through the incorporation of recesses and architectural detailing. B Articulation. Deep recesses and architectural detailing is required to avoid long, unbroken building expanses. (DG) B Projections. Projecting architectural features such as bowed or bay windows, columns, offset roof planes, and similar features should be used to create both vertical and horizontal articulation on the building elevations. (DG) B Rear and Side Elevations. These design elements shall also be included on the rear facades and sides that are adjacent to or visible from streets or open spaces. (DG) B Identifiable Entries. The main building entrance shall be clearly identifiable and distinguished. All entrances shall be emphasized using lighting, landscaping, and architecture. (DG) Example of a multifamily community with front doors facing a collector street.Example of well articulated multifamily building massing. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:20 13MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 3: Architectural Design Standards 3.2 Roof and Window Forms 3.2.1 Roof Forms The California Energy Code (Title 24) requirements are to be considered in roof design, along with meeting the following standards: B Maximize Solar Exposure. New homes are required to have solar Design roofs for maximum solar exposure for the potential installation of solar features. (DG) B Roof Mounted Equipment. Roof lines and roof forms shall be designed to screen roof mounted mechanical equipment. All screening shall be constructed consistent with the materials of the building and not simply “box-in” the equipment. (DG) B Parapet Roofs. If the interior side of a parapet is visible from pedestrian view, it shall be finished with the same materials and a similar level of detail as the front facade. (DG) 3.2.2 Windows Forms Window and door type, material, shape, and proportion shall complement the architectural style of the building. (DG) B Feature Windows. Front and visible edge elevations shall incorporate one feature window treatment that articulates the elevation. Feature Window options include (Choose 1 at least): B A picture window, B A window of unique shape or size, B A window with a substantial surround matching or contrasting the primary color of the home, B Decorative iron window grilles, B A recessed window, B Decorative window shelves or sill treatments, B A Juliet balcony with style inspired materials. Examples of a feature window and a uniquely sized and shaped window.Example of a parapet roof. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:21 14 CITY OF MENIFEE, CALIFORNIA 3.3 Materials and Colors Building materials and colors shall reflect the architectural style of the neighborhood, and a cohesive palette shall be developed and carried throughout the project. B Avoid Unbroken Wall Planes. Where appropriate to the architectural style, materials and textures shall vary between the base and body of a building to break up large wall planes and add visual base to the building. (DG) B Wrap Corners. Materials applied to any elevation shall turn the corner of the building, ending at a logical termination point related to the9 roof line or building massing, or a minimum of two feet. (DG) Color and material selections shall reinforce the style of the home.Example of effective color blocking and corner wrapping treatment. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:22 15MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 3: Architectural Design Standards 3.4 Garages and Carports Garages are to be articulated to the same degree as other portions of the building, and landscaping shall be incorporated to soften the visual quality of alley access ways. B Garage Locations. Minimize garage doors along street fronts. Discourage garages and on-site parking dominating building facades along streets. B Recessed Garage Doors. Garage doors shall be recessed a minimum of six inches from the face of the garage. (DG) B Garage Size. All two-car garages shall have a minimum free and clear interior dimension of 20 feet x 20 feet, while one-car garages shall have a minimum dimension of 10 feet x 20 feet. B Detached Structures. Carports, detached garages, and other ancillary structures shall be designed as an integral part of the development, and shall be constructed of complimentary material and colors. (DG) B Carport Roofs. Carports should be compatible with the finish colors and materials of the primary building. Carports should be engineered to be solar ready. (DG) 2-CAR GARAGE - MIN. 20’X20’ *1-CAR GARAGE - MIN. 10’X20’ * Example of well-articulated carports and garages.* All measurements referenced in these garage size diagrams are referring to the interior dimensions. Add 6-7 inches per wall for exterior dimensions. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:23 16 CITY OF MENIFEE, CALIFORNIA 4. ARCHITECTURAL STYLES DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:24 17MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles Chapter 4 - Architectural Styles 4.1 Architectural Style Standards The City of Menifee General Plan calls for a cohesive and attractive built environment in harmony with both the natural and built environments. New residential construction is to reflect the high level of quality of existing planned communities. The articulation of cohesive architectural elements plays a key role in creating a positive community identity. A balance between authenticity of style and contemporary interpretations of historic elements is key to achieving an attractive multifamily community. This chapter identifies six architectural styles which speak to the heritage of the Southern California region, as well as aspirations for the future built environment of Menifee. The preferred styles identified through the community engagement process are as follows: B Spanish Colonial Revival B Craftsman B American Traditional B Contemporary Farmhouse B Tuscan B Modern Alternative styles may be submitted to review by the Community Development Department. However, since a wide range of styles has been provided it is expected that most projects will follow one of the above alternative styles. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:25 18 CITY OF MENIFEE, CALIFORNIA SMALL PORCH RECESSED ENTRANCES DECORATIVE LIGHT FIXTURES DECORATIVE SPANISH TILE AROUND PRIMARY ENTRIES ARCHED ENTRIES AND WINDOWS BALCONY WITH IRON RAILING NICHES LOW PITCHED GABLE ROOFCLAY TILE ROOF RECTANGULAR, DOUBLE–HUNG WINDOWS DECORATIVE IRON GRILLES NO OVERHANGING EAVES 4.2 Spanish Colonial Revival 4.2.1 Style Description Derived from Spanish/Mediterranean and early Californian influences, this style emerged in the late 19th and early 20th centuries. Generally, Spanish Colonial Revival style buildings are asymmetrically designed. The style features low-pitched roofs with little or no overhang, and serpentine roof tiles. These homes usually featured wood framing with light color stucco siding. The use of the arch was common, especially above doors, porch entries and main windows. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:26 19MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.2.2 Form and Massing Required Elements B Asymmetrical facade B Multiple roof planes B Balconies or small porches B Entrances recessed at least 12” B Arched doorway 4.2.3 Roof Design Required Elements B Low pitched roof (4:12 maximum) B Spanish (S-shaped) or Mission (half cylinder) roof tiles Additional Elements (Choose 2) B Gabled (front facing) or shed roofs B Small 12” or less decorative exposed rafter tails or beams B Extended overhanging eaves (min. 4 inches facing front) DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:27 20 CITY OF MENIFEE, CALIFORNIA 4.2.4 Window Design Required Elements B Arched windows (flat or semi circle) B Recessed windows with sill and/or headers surrounds B Simple divisions of window muntins Additional Elements (Choose 2) B Casement windows (50% of total minimum) B Tall, double–hung windows (50% of total minimum) B Decorative wrought iron grill work 4.2.5 Materials & Colors Required Elements B White or tan stucco wall with smooth or lightly textured finish (i.e. hand troweled or smaller particles) B Window frames in a contrasting color such as black, dark brown, forest green, and navy blue B Wrought iron light fixtures with curving brackets DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:28 21MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.2.6 Decorative Accents & Details Required Elements B Wrought iron light fixtures with curving brackets Additional Elements: (Choose 5) B 1. Fabric awnings with metal supports B 2. Decorative tiles B 3. Clay tile vents B 4. Wood brackets B 5. Wrought iron railing B 6. Recessed niches B 7. Stucco finished chimney with round or rectangular openings B 8. Exterior staircase with tile accent  7 86 5 1 2 3 DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:29 22 CITY OF MENIFEE, CALIFORNIA CONTINUOUS MOLDING EMPHASIZES HORIZONTALITY OVERHANGING EAVES WITH EXPOSED RAFTER TAILS DOUBLE-HUNG WINDOWS WITH MUNTINS DIVIDING THE UPPER SASH INTO FOUR OR SIX SECTIONS DECORATIVE LIGHT FIXTURE PARTIAL-WIDTH PORCH WOOD 4-POST COLUMN WITH STONE PIER WOOD SHINGLES LOW PITCHED GABLE ROOF WINDOW BOX BALCONY TRELLIS STONE WAINSCOTING 4.3 Craftsman 4.3.1 Style Description The Craftsman style emerged in the early 20th century out of the Arts and Crafts movement. In Menifee, this style is deployed to create a visually rich environment with allusions to regional history. As indicated in the accompanying precedent images and illustrative diagram, recognizable elements include the artful use of wood and natural materials, low-pitched gabled or hipped roofs, horizontal orientation and earth-toned colors. Common design elements also include exposed rafters and beams under eaves, decorative brackets and fasteners, full- or partial-width porches and large columns or piers. Though this style exhibits a horizontal emphasis, vertical architectural elements are often deployed to accentuate corners and entrances. Period Craftsman residences often featured exterior cladding of wood shingles or clapboard siding and details such as extended lintels and decorative lighting with geometric detailing. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:30 23MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.3.2 Form and Massing Required Elements B Multiple roof planes B Porches or balconies B Emphasis on horizontal orientation B Articulated facades with frequent massing breaks B Porches with battered, square, double post or 4-post columns of stone or wood 4.3.3 Roof Design Required Elements B Low- to moderate-pitched gable or hipped roofs (maximum 5:12 slope) B Overhanging eaves (minimum 12 inches along primary elevation) B Exposed rafter tails or beams B Brackets or knee braces at gabled ends DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:31 24 CITY OF MENIFEE, CALIFORNIA 4.3.4 Window Design Required Elements B Double-hung windows with muntins dividing the upper sash into four or six sections B Contrasting shingles or clapboard siding B Wooden trim with color contrasting with walls 4.3.5 Materials and Colors Required Elements B Natural accent materials such as river rock or wood B Rich, neutral or earth-toned colors Decorative Accents and DetailsDR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:32 25MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.3.6 Decorative Accents and Details Required Elements B Porches with battered, square, double post or 4-post columns of stone or wood B Decorative lighting with geometric detailing Additional Elements (Choose 5) B 1. Decorative downspouts B 2. Moldings or extended lintels to emphasize horizontality B 3. Decorative joinery B 4. Trellis B 5. Window boxes B 6. Brackets or knee braces at gabled ends B 7. Craftsman styled address marker 21 3 5 76 DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:33 26 CITY OF MENIFEE, CALIFORNIA 4.4 American Traditional 4.4.1 Style Description The American Traditional style represents a blending of traditional American styles including Cottage, Cape Cod and Farmhouse. Simple and classic elements characterize the style including rectangular forms, wide front porches, decorative shutters, dormers, and wood siding. The style represents a traditional interpretation of the rural farmhouse. Color blocking is usually subtle with white or gray shades comprising the body of the home with light or dark shutters providing contrast. Classical detailing often includes decorative attic vents and simple columns. DECORATIVE ROOF VENT CONTRASTING SHUTTERS FRONT PORCH WITH SLENDER COLUMNS RECTANGULAR DOUBLE HUNG WINDOWS SIDE GABLED MEDIUM PITCHED ROOF WITH ASPHALT SHINGLES DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:34 27MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.4.2 Form and Massing Required Elements B Accentuated front entrance B Farmhouse style massing B Side-gabled and front-gabled roof forms 4.4.3 Roof Design Required Elements B Medium to High-pitched roof (minimum 6:12 slope) B Asphalt shingles or synthetic slate shingles DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:35 28 CITY OF MENIFEE, CALIFORNIA 4.4.4 Window Design Required Elements B Rectangular windows oriented vertically B Windows detailed with arched or flat lintels and sills B Double-hung sashes with muntins 4.4.5 Materials and Colors Required Elements B Off-white and earth tones, muted colors B Brick cladding, wood, engineered wood, or vinyl siding claddingDR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:36 29MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.4.6 Decorative Accents and Details Additional Elements (Choose 3 ) B 1. Porch with slender columns B 2. Contrasting paneled shutters B 3. Arched accent window B 4. Decorative attic vents B 5. Dormer windows 1 2 3  5 DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:37 30 CITY OF MENIFEE, CALIFORNIA STEEPLY PITCHED ROOF ACCENTUATED VERTICAL ELEMENTS DORMER WINDOWS HORIZONTAL AND VERTICAL WOOD BOARD AND BATTEN SIDING MULTIPLE ROOF PLANES FIXED, OPEN AWNING CASEMENT WINDOWS WITH MUNTINS 4.5 Contemporary Farmhouse 4.5.1 Style Description An interpretation of rural residential forms and materials, the Contemporary Farmhouse style reflects the regional agricultural history as well as commercial structures in Menifee. Playful elements such as shed roofs, bright color blocking, and contemporary versions of farm structures such as barns and silos are typical. Roofs are medium to high-pitched, and simple detailing may include porches and wall-mounted gooseneck lights. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:38 31MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.5.2 Form and Massing Required Elements B Vertical emphasis on facade B Farm and ranch forms inspired by barns, silos, sheds, tank houses and granary towers B Multiple gable and shed roof planes B Covered porches and awnings between lower and upper floors B Utilize board and batten siding, corrugated panels to give texture and variation to exterior walls 4.5.3 Roof Design Required Elements B Medium to high-pitched (4:12 slope) B Front and/or side facing gables B Variation in heights and/or planes B Asphalt shingle, metal roofs or synthetic slate shingles DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:39 32 CITY OF MENIFEE, CALIFORNIA 4.5.4 Window Design Required Elements B Minimal molding around window and door openings B Double hung or casement windows with muntins 4.5.5 Materials and Colors Required Elements B Siding materials include wood, engineer wood, vinyl, steel, fiber cement B Unadorned materials: metal, wood, masonry B Unified color scheme of either neutral / muted or bright / playful colors B Contrasting accent colors for doors, windows or features DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:40 33MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.5.6 Decorative Accents and Details Additional Elements (Choose 5) B 1. Front porch with simple columns B 2. Barn-style gooseneck lighting B 3. Open metal awnings B 4. Playful, bright color blocking B 5. Black or white contrasting window sashes B 6. Shed dormer windows B 7. Simple gable brackets B 8. Simple decorative roof vents 1 2 3  5 6 7 8 DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:41 34 CITY OF MENIFEE, CALIFORNIA OVERHANGING EAVES FLAT OR SERPENTINE ROOF TILES WINDOW WITH FLAT LINTEL AND DIVIDED LITES VARIATION OF ROOF PLANES EXPOSED RAFTER TAILS VERTICALLY-ORIENTED RECESSED WINDOWS SQUARE PROJECTIONS DECORATIVE METAL LIGHT FIXTURE STONE STONE AND SMOOTH STUCCO WITH LIGHT EARTH TONES RECESSED ENTRY ARCHED OPENINGS 4.6 Tuscan 4.6.1 Style Description Tuscan architecture style combines modern and classic elements that make up in the Spanish Revival style and Italian elements. This style hearkens to the Mediterranean variants found throughout California, with rustic elements. Recognizable elements include the use of stone and stucco, light earth tones, and red tiled roofs. Classical elements such as columns and arches and decorative iron work add visual complexity. Squared towers and projections reflect classic Italianate influences. Porches and porticoes are common, as are vertically-oriented recessed windows. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:42 35MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.6.2 Form and Massing Required Elements B Asymmetrical arrangement of windows and design elements along primary elevation B Porches, porticoes B Recessed entries 4.6.3 Roof Design Required Elements B Flat or low to moderate-pitched roof (maximum 6:12 slope) B Flat or serpentine tiles B Variation of roof planes B Overhanging eaves (minimum 12 inches along primary elevation)DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:43 36 CITY OF MENIFEE, CALIFORNIA 4.6.4 Window Design Required Elements B Vertically oriented rectangular or arched windows arranged in asymmetrical patterns B Casement or double-hung sash with flat or arched lintels B Windows recessed 3 to 12 inches from outer wall B Divided lite windows 4.6.5 Materials and Colors Required Elements B Incorporate rough-hewn stone as accent feature B Flat stucco walls in light earth tonesDR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:44 37MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.6.6 Decorative Accents and Details Additional Elements (Choose 5) B 1. Juliet balcony B 2. Decorative wood shutters B 3. Tower element B 4. Wood trellis structure B 5. Stucco or stone chimneys B 6. Arcade or porch at entry B 7. Decorative ironwork (window grilles, railings, light fixtures, decorative planters) B 8. Arched entryway 5 6 7 8 1 2 3  DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:45 38 CITY OF MENIFEE, CALIFORNIA 4.7 Modern 4.7.1 Style Description Modern is a contemporary style derived from utilitarian precedents, utilizing block forms, contrasting colors, and eclectic combinations of materials in modern compositions. This style projects a minimalist, clean aesthetic. Simple rectangular shapes and forms are combined within horizontal and vertical planes to create dynamic lines. Flat roofs reinforce the rectangular shapes and provide an opportunity for outdoor deck areas. Accents are simple and modest, usually taking the form of trellis elements. CLEAN AESTHETIC WITH MINIMAL ORNAMENTATION FLAT ROOFS LARGE WINDOWS AND OPENINGS GEOMETERIC, RECTANGULAR SHAPES EMPHASIS ON HORIZONTAL AND / OR VERTICAL LINES DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:46 39MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 4.7.2 Form and Massing Required Elements B Asymmetrical composition B Emphasis of rectangular forms B Horizontal massing B Lack of ornament or mouldings B Geometric shapes 4.7.3 Roof Design Required Element B Flat or low-pitched roofs (4:12 slope max) DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:47 40 CITY OF MENIFEE, CALIFORNIA 4.7.4 Window Design Required Elements B Large windows set in horizontal or vertical bands B Narrow window frame 4.7.5 Materials & Colors Required Elements B Traditional materials such as stucco, wood, brick and stone reflect a contemporary aesthetic B Color blocking to emphasize geometric forms and break down massing elementsDR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:48 41MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 4: Architectural Styles 1 2 3 5 6 4.7.6 Decorative Accents and Details Additional Elements (Choose 3 ) B 1. Metal balcony railings B 2. Eclectic mix of materials including steel, concrete block, brick, iron, and / or glass B 3. Broad roof overhangs B 4. Useable outdoor roof decks B 5. Trellis shade structures B 6. Playful use of color to provide contrasting elements DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:49 42 CITY OF MENIFEE, CALIFORNIA 5. LANDSCAPE STANDARDS DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:50 43MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 5: Landscape Standards Chapter 5 - Landscape Standards 5.1 Landscape Design 5.1.1 General Standards Attractive landscaping that conveys a positive image of the community or neighborhood is required (CD-6). The following requirements reflect the standards pertaining to landscape design: B Buffers Between Dissimilar Uses. Require open space and recreation buffers, increased setbacks/step backs, landscape screening, sensitive site planning, and/or other buffer techniques, to the extent possible, between rural/ equestrian-oriented land uses and dissimilar uses. (CD-2.1) B Quality Design. Design Projects, developments, and public spaces that visually enhance the character of the community and are appropriately buffered from dissimilar land uses so that differences in type and intensity do not conflict. (CD-3) B Create Visual Interest. Encourage the use of creative landscape design to create visual interest and reduce conflicts between different land uses. (CD-3.17) Example of an accessible trail with seating. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:51 44 CITY OF MENIFEE, CALIFORNIA Softening of buildings with landscape is important for streetscape enhancement. B Accessible Trails. Develop recreational trails for hiking, biking, and equestrian use throughout the city, making them, to the extent feasible, accessible to people of different neighborhoods, ages, and abilities. (OCS-2.1) B Landscape Softening. Landscaping shall be incorporated around the base of buildings to soften the edge between parking, drive aisles and sidewalks. (DG) B Appropriate Transitions. Preserve, protect, and enhance established rural, estate, and residential neighborhoods by providing sensitive and well-designed transitions (building design, landscape, etc.) between these neighborhoods and adjoining areas. (LU-1.4) Examples of effective landscape treatments near multifamily residences. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:52 45MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 5: Landscape Standards Examples of passive recreational open space areas. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:53 46 CITY OF MENIFEE, CALIFORNIA 5.2 Walls and Fencing Walls and fencing play an important role in the establishment of the overall level of quality of a community. The following standards apply to wall and fencing requirements: B Perimeter Walls. Community perimeter or theme walls shall be solid deco block walls located where view opportunities are not available. Walls shall be architecturally treated on both sides and shall incorporate landscaping whenever possible. (DG) B Wall Materials. Plain concrete block walls are not permitted. Brick, slump stone, tile, textured concrete, stucco on masonry or steel framing or other material walls which require little or no maintenance are required. Chain link fencing with inserts shall not be used. (DG) B Wall Caps. The use of capping in conjunction with other vertical design elements to temper the top line of the wall is also required. Wall cap should not exceed 4”. (DG) B Fencing. Wrought iron or tubular steel fencing, or other transparent type of fencing shall be included within projects where view opportunities and/or terrain warrant its use. (DG) B Integration of Appropriate Style. Design walls and fences that are well integrated in style with adjacent structures and terrain and utilize landscaping and vegetation materials to soften their appearance. (CD-3.19) Example of attractive community walls with landscape softening. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:54 47MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 5: Landscape Standards Examples of attractive walls and fencing within the City of Menifee. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:55 48 CITY OF MENIFEE, CALIFORNIA 5.3 Lighting Lighting is an important consideration for multifamily homes to encourage nighttime activity and ensure safety. However, excess light can have negative environmental impacts. The following standards apply to lighting requirements: (DG) B Entrance Lighting. Building entrances and street numbers shall be well-lit and illuminated to be visible from the street. B Walkway Lighting. Walkways and paseos and parking lots and access shall be illuminated with a minimum of 1 footcandle to ensure safe nighttime conditions. B Security Lighting. Security lighting fixtures shall not project above the fascia or roof of the building. Security lighting fixtures shall not be substituted for parking lot or walkway lighting fixtures. B Dark Sky/Light Pollution Ordinance. Light sources for wall washing and tree lighting should be hidden and shall meet the Dark Sky/Light Pollution Ordinance. B Energy Efficiency. Incorporate timers and sensors to avoid unnecessary lighting and avoid unnecessary energy use. B Architectural Compatibility. Lighting Fixtures should complement and be compatible with the building’s design and architectural style. B Appropriately Sized. Fixtures shall be in scale with the building facade. Examples of outdoor lighting. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:56 49MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 5: Landscape Standards Examples of appropriate site amenities including enhanced entrance design, planters, water features and a bicycle racks. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:57 50 CITY OF MENIFEE, CALIFORNIA 6. ADMINISTRATION DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:58 51MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 6: Administration Chapter 6 - Administration 6.1 Administration of Standards This chapter provides methodology for the implementation of the Objective Design Standards, including administration, project approval, and appeals. The responsibilities of the City of Menifee Community Development Staff shall include administering, interpreting, and enforcing all requirements and standards of this document. 6.1.1 Interpretation and Severability Unless otherwise provided herein, any ambiguity concerning the content or application of the Objective Design Standards shall be resolved by the City of Menifee Community Development Director (Director) or his / her designee in a manner consistent with the goals, policies, purpose, and intent established in this document. If any portion of these standards is declared to be invalid or ineffective in whole or in part, such decision shall not affect the validity of the remaining parts of the remaining portions thereof. Should there occur any interpretive conflict between this document and the City of Menifee Municipal Code, the Municipal Code shall take precedence. 6.1.2 Other Reference Documents The standards and development parameters unique to multifamily development are provided within this document and as such is the first source of direction regarding proposals, but it is not the only source. This section outlines the other documents pertaining to multifamily housing design, including the 2035 City of Menifee General Plan, Menifee Development Code, and other related City documents. The City of Menifee Community Development Department will actively seek to clarify and maintain internal consistency between this document and other existing documents, including the following: City of Menifee General Plan A General Plan is a statement of the community’s land use values and is the underlying basis for its vision and direction. The City of Menifee General Plan serves as a long-term policy guide for the physical, economic, and environmental growth. DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:59 52 CITY OF MENIFEE, CALIFORNIA City of Menifee Development Code The City of Menifee Municipal Code (Title 9, Articles 3 and 4) establishes districts throughout the City with permitted land uses and development standards. These development standards create the framework for the physical form of the community (building setbacks, heights, etc.). Where the Objective Design Standards are silent, the Development Code will apply as appropriate. City of Menifee Road Improvement Specifications and Standards These standards were adopted by the City of Menifee in 2019, and include standard design details for streets, roads, medians, curbs and driveways including geometrics. Other standards within the document are trails and bikeways, trash enclosures, lighting, irrigation, and planting details. City of Menifee Multifamily Design Guidelines The Menifee Multifamily Design Guidelines contain both standards and flexible options intended as a reference point for a common understanding of the minimum qualitative design expectations. In this way the Design Guidelines differ from the Objective Design Standards, as they are not a checklist of required elements, and offer non-objective suggestions for high quality design. 6.2 Steps for Approval (To be written by City of Menifee staff, including a description of the checklist procedure - checked = yes, unchecked = no, write in N/A for Not Applicable) 6.3 Definitions Arcade. A roofed passageway or lane. A series of arches supported by columns, piers, or pillars, either freestanding or attached to a wall to form a gallery. Arched. A curved or pointed structural element that is supported at its sides Articulation. The distinct details, features, textures, or forms in relation to the whole facade. Asymmetry. Irregular correspondence of form and configuration on opposite sides of a dividing line or plane or about a center or an axis; having unbalanced proportions. Attached. Joined to or by a wall, especially by sharing a wall with another building; not freestanding. Awning. A roof-like structure, often made of canvas, wood, or metal that serves as a shelter, as over a storefront, window, door, or deck. Balcony. A platform that projects from the wall of a building and is surrounded by a railing, balustrade or parapet. Board and Batten. A form of sheathing for wood frame buildings DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:60 53MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 6: Administration consisting of wide boards, usually placed vertically, whose joints are covered by narrow strips of wood over joints or cracks. Brackets. A projection from a vertical surface providing structural or visual support under cornices, balconies, windows, or any other overhanging member. Buffer. A term often applied to landscaped areas separating incompatible land uses. Can also mean an area of a “transitional” land use that lies between two incompatible land uses. Canopy. A protective roof-like covering, often of canvas, mounted on a frame over a walkway or door or niche; often referred to as an awning. Casement Window. A window with side hinges that swings outward from either the right or left. Coping (Cap). A flat cover of stone or brick that protects the top of a wall. Court. 1) An extent of open ground partially or completely enclosed by walls or buildings; a courtyard. 2) A short street, especially a wide alley walled by buildings on three sides. 3) A large open section of a building. Curb Cut. The elimination of a street curb to enable increased access to crosswalks/sidewalks, entry driveways or parking lots. Decorative Joinery. Embellishments or ornamental features used for decoration at the juncture of structural elements. Detached. Standing apart from others; separate or disconnected. Arcade Porch Gallery Terrace FRONTAGE TYPES BOARD AND BATTEN DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:61 54 CITY OF MENIFEE, CALIFORNIA Detail. An element of a building such as trim, moldings, other ornamentation or decorative features. Dormer. A structure projecting from a sloping roof usually housing a vertical window that is placed in a small gable, or containing a ventilating louver. Double-hung Windows. A window unit that has two operable sashes which move vertically in the frame. Downspout. A vertical pipe used to conduct water from a roof drain or gutter to the ground or cistern. Eave. The projecting lower edge of a roof. Eclectic. Selecting or employing individual elements from a variety of sources, systems, or styles. Elevation. An orthographic view of the vertical features of a building (front, rear, side, interior elevation). Facade. The entire exterior side of a building; especially the architectural front, sometimes distinguished from the other sides by elaboration of architectural or ornamental details. Fascia.A plain horizontal band; a fascia board will cover the joint between the wall and the projecting eaves. Fanlight. A semicircular window, usually over a door with radiating bars suggesting an open fan. Gable Roof. A ridge roof that slopes up from only two walls. A gable is the vertical triangular portion of the end of a building from the eaves to the ridge of the roof. SHINGLES WINDOW BOXES NICHEDR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:62 55MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Chapter 6: Administration Hipped (Hip Roof). A roof that is sloped on all four sides. Knee Brace. A diagonal corner member for bracing the angle between two jointed members; being joined to each other partway along its path serves to stiffen and strengthen the joint. Maintenance. The work of keeping something in proper condition; upkeep. Massing. The general shape, form, and size of a building. Monument Sign. A ground sign with low overall height. Monument sign have the appearance of a solid base of landscape construction materials such as brick, stucco, stonework, textured wood, tile or textured concrete materials that is compatible with the building materials on the subject property. Mullion. The vertical member separating adjacent windowpanes. Multi-family. A multifamily home is any residential property that contains more than one housing unit, such as a duplex, a townhome or an apartment complex. Muntin. Wood or metal strips separating panels in a window. Niche(s). A decorative recess set into a wall for the purpose of displaying a statue, vase, font, or other object. Overhanging Eaves. The projecting overhang at the lower edge of a roof that sheds rainwater. Parapet. A retaining wall at the edge of a roof, porch, or terrace. Pier. A vertical, non-circular masonry support, more massive than a column. COPING (CAP) DECORATIVE JOINERY DORMERDR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:63 56 CITY OF MENIFEE, CALIFORNIA Pilaster. A rectangular column with a capital and base, set into a wall as an ornamental motif. Pitch. To set at a specified downward slant, i.e. pitch the roof at a steep angle. Porch. A covered platform, usually having a separate roof, at an entrance to a building. An open or enclosed gallery or room attached to the outside of a building; a veranda. Portico. A structure consisting of a roof supported by columns or enclosed by walls, usually attached to a building as a porch. Proportion. The relationship of size, quantity, or degree between two or more things or parts of something. Rafter Tails. The portion of the rafter that hangs over the wall. Rooflines. Various forms to a roof, such as pitch, ridge, hip, etc., often at different angles. Scale. The proportion of one object to another. “Pedestrian” or “human” scale incorporates building and landscape elements that are modest in size. “Monumental” scale incorporates large or grand building elements. Setback. 1) The recessing of the upper part of the facade due to the smaller area of the upper floors; 2) The distance a building is recessed from the property line, curb of the street, or the edge of the sidewalk. Shed Roof. A roof shape having only one sloping pane. Shingles. Thin pieces of wood used in overlapping rows to cover EAVE GABLE ROOF HIP ROOF KNEE BRACE DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:64 57MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Appendix A: Adopting Resolutions roofs and exterior walls of houses; can be cut in decorative shapes. Shutter. A movable cover for a window used for protection from weather and intruders. Siding. The exterior wall covering of a structure. Sill. The horizontal exterior member at the bottom of a window or door opening, usually sloped away from the bottom of the window or door for drainage of water and overhanging the wall below. Streetscape. The overall appearance of a street or grouping of streets in an area and/or the relationship of buildings to the surrounding sidewalk and streets. Stucco. A durable finish for exterior walls, usually composed of cement, sand, and lime and applied while wet. A fine plaster for interior wall ornamentation, such as moldings. Symmetry. Exact correspondence of form and configuration on opposite sides of a dividing line or plane or about a center or an axis; having balanced proportions. Townhome. An urban building without side yards, containing one residence on one or more floors. Trellis. A system of horizontal joists supported on posts, often designed to support growing plants or provide shade. Trim. Any visible woodwork or moldings that cover or protect joints, edges, or ends of another material. Examples: baseboards, cornices, door trim, and window trim. MULLION AND MUNTIN PORTICO RAFTER TAILS DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:65 58 CITY OF MENIFEE, CALIFORNIA Window Boxes. A long, narrow box in which flowers and other plants are grown, placed on an outside windowsill. Window Sash. The moveable part of a window made up of the vertical and horizontal frame that holds the glass. DOUBLE-HUNG WINDOWS CASEMENT WINDOW FASCIADR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:66 59MULTIFAMILY OBJECTIVE DESIGN STANDARDS DRAFT AUGUST, 2021 Appendix A: Adopting Resolutions Appendix A - Adopting Resolutions DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:67 DR A F T Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:68 29844 Haun Road Menifee, California 92586 (951) 672-6777  Fax (951) 679-3843 For Official Use Only Project Number: Date Received: Received By: Case Planner: SB 35 ELIGIBILITY CHECKLIST INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. APPLICANT INFORMATION: Applicant's Name: E-Mail: Mailing Address: Street City State ZIP Daytime Phone No: ( ) Fax No: ( ) Property Owner's Name: E-Mail: Property Owner's Signature: Mailing Address: Street City State ZIP Daytime Phone No: ( ) Fax No: ( ) Assessor Parcel Number: ELIGIBILITY REQUIREMENTS: Senate Bill 35 (2017-2018) created a streamlined and ministerial approval process for entrain housing projects. Applicants intending to invoke SB 35 streamlining and ministerial approval process must fill out this checklist completely and provide supporting documentation for each question to demonstrate eligibility. Incomplete checklists that do not include required attachments or supporting documentation will not be accepted. If the answers to all of the questions in the following table are “yes,” then a project is eligible for the approval process under Government Code §65913.4. If any of the answers to the questions are “no,” then the project is not eligible for the streamline, ministerial review. Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:69 DETERMINATION OF SB 35 ELIGIBILITY City of Menifee Updated 6/01/2021 Page 2 of 2 SB 35 Eligibility Checklist ELIGIBILITY REQUIREMENTS YES NO 1 Is the project a multifamily housing development (2 or more units) or a mixed-use project where at least 2/3 of the square footage of the project is dedicated to residential uses? (subdv. (a)(1)) □ □ 2 Has the applicant dedicated at least 10% of the units in the project to households making below 80% of the area median income? (subdv. (a)(4)(B)) □ □ 10%: This number is based on a determination by the State’s Housing and Community Development Department (HCD) that the City of Menifee’s latest production report reflects that the City approved fewer above moderate-income units “than were required by the regional housing needs assessment cycle” for the 2018 reporting period. 3 Does at least 75% of the perimeter of the site adjoin parcels currently or formerly developed with “urban uses”? (subdv. (2)(B),(h)(8)) □ □ 4 Does the site have either zoning or general plan land use designation that allows for residential or residential mixed-use development, as applicable to the project? (subdv. (a)(2)(C)) □ □ 5 Does the project NOT involve a subdivision of land? (a)(9)) □ □ Projects can involve subdivision if (a) they are financed with low-income housing tax credits and the applicant certifies that prevailing wages will be paid or (b) if the development is subject to a requirement that prevailing wages will be paid ana skilled and trained workforce will be used. 6a Does the project meet density requirements in the general plan land use designation applicable to the subject property/ies? (subdv. (a)(5)) □ □ 6b Does the project meet objective zoning standards of the zoning designation applicable to the subject property/ies? (subdv. (a)(5)) □ □ 6c Does the project meet objective design review standards per the City’s municipal code and all applicable zoning regulations? (subdv. (a)(5)) □ □ 7 Is the project outside of each of the following areas? (subdv. (a)(6)-(a)(7)) □ □ −Coastal zone −Prime farmland or farmland of statewide importance −Wetlands, as defined under federal law −Earthquake fault zones −High or very high fire hazard severity zones −Hazardous waste site −FEMA designated flood plain or floodway −Protected species habitat −Lands under conservation easement −Lands designated for conservation in a habitat conservation plan −A site that would require (a) housing subject to recorded rent restrictions, (b) housing subject to rent control, (c) housing occupied by tenants within the past 10 years, or (d) a historic stricter placed on a local, state, or federal register −A site that previously contained housing occupied by tenants within past 10 years −A parcel of land governed by the Mobilehome Residency Law, the Recreational Vehicle Park Occupancy Law, the Mobilehome Parks Act, of the Special Occupancy Parks Act 8 For projects over 10 units, will the entire development be a “public work,” as defined in §1720 of the California Labor Code, or will construction workers be paid at least the prevailing wage? (subdv. (a)(8)(A)) □ □ 9 For projects of 75 or more units, will a “skilled and trained” workforce, as defined in §2601 of the California Public Contracts Code, be used to complete the development? (subdv. (a)(8)(B)) □ □ 10 If the site is in a city, is a portion of the city designated by the Census as either an “urbanized area” or “urban cluster,” or, if the site is in an unincorporated area, is the parcel entirely within the boundaries of “urbanized area” or “urban cluster” □□ Item Title:10.1 Draft Multifamily Objective Design Standards Workshop Item Page Number:70