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PC 2019/07/08 City of Anaheim Planning Commission Agenda Monday, July 8, 2019 Council Chamber, City Hall 200 South Anaheim Boulevard Anaheim, California • Chairperson: Michelle Lieberman • Chairperson Pro-Tempore: Kimberly Keys • Commissioners: John Armstrong, Natalie Meeks, Rosa Mulleady, Dave Vadodaria, Steve White • Call To Order - 5:00 p.m. • Pledge Of Allegiance • Public Comments • Public Hearing Items • Commission Updates • Discussion • Adjournment For record keeping purposes, if you wish to make a statement regarding any item on the agenda, please complete a speaker card in advance and submit it to the secretary. A copy of the staff report may be obtained at the City of Anaheim Planning and Building Department, 200 South Anaheim Boulevard, Anaheim, CA 92805. A copy of the staff report is also available on the City of Anaheim website www.anaheim.net/planning on Friday, July 5, 2019, after 5:00 p.m. Any writings or documents provided to a majority of the Planning Commission regarding any item on this agenda (other than writings legally exempt from public disclosure) will be made available for public inspection in the Planning and Building Department located at City Hall, 200 S. Anaheim Boulevard, Anaheim, California, during regular business hours. You may leave a message for the Planning Commission using the following e-mail address: planningcommission@anaheim.net 07-08-2019 Page 2 of 4 APPEAL OF PLANNING COMMISSION ACTIONS Any action taken by the Planning Commission this date regarding Reclassifications, Conditional Use Permits, Variances, Public Convenience or Necessity Determinations, Tentative Tract and Parcel Maps will be final 10 calendar days after Planning Commission action unless a timely appeal is filed during that time. This appeal shall be made in written form to the City Clerk, accompanied by an appeal fee in an amount determined by the City Clerk. The City Clerk, upon filing of said appeal in the Clerk's Office, shall set said petition for public hearing before the City Council at the earliest possible date. You will be notified by the City Clerk of said hearing. If you challenge any one of these City of Anaheim decisions in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in a written correspondence delivered to the Planning Commission or City Council at, or prior to, the public hearing. Anaheim Planning Commission Agenda - 5:00 P.M. Public Comments This is an opportunity for members of the public to speak on any item under the jurisdiction of the Anaheim City Planning Commission or provide public comments on agenda items with the exception of public hearing items. 07-08-2019 Page 3 of 4 Public Hearing Items ITEM NO. 2 VARIANCE NO. 2019-05124 (DEV2017-00038) Location: 1060-1072 North Armando Street Request: To permit fewer parking spaces than required by Code to permit a new restaurant in an existing brewery. Environmental Determination: The Planning Commission will consider whether the proposed action is Categorically Exempt from the requirements to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines, Section 15301, Class 1 (Existing Facilities). Request for continuance to August 5, 2019 Project Planner: Scott Koehm skoehm@anaheim.net ITEM NO. 3 CONDITIONAL USE PERMIT NO. 3957A VARIANCE NO. 2019-05123 (DEV2018-00138) Location: 1750 South State College Boulevard Request: To amend a conditional use permit for an existing commercial retail center to construct a 4,519 square foot restaurant with a drive-through lane with more signs than permitted by Code. Environmental Determination: The Planning Commission will consider whether the proposed action is Categorically Exempt from the requirements to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines, Section 15303, Class 3 (New Construction or Conversion of Small Structures). Resolution No. ______ Project Planner: Scott Koehm skoehm@anaheim.net Adjourn to Monday, July 22, 2019 at 5:00 p.m. 07-08-2019 Page 4 of 4 CERTIFICATION OF POSTING I hereby certify that a complete copy of this agenda was posted at: 4:00 p.m. July 3, 2019 (TIME) (DATE) LOCATION: COUNCIL CHAMBER DISPLAY CASE AND COUNCIL DISPLAY KIOSK SIGNED: ANAHEIM CITY PLANNING COMMISSION The City of Anaheim wishes to make all of its public meetings and hearings accessible to all members of the public. The City prohibits discrimination on the basis of race, color, or national origin in any program or activity receiving Federal financial assistance. If requested, the agenda and backup materials will be made available in appropriate alternative formats to persons with a disability, as required by Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12132), and the federal rules and regulations adopted in implementation thereof. Any person who requires a disability-related modification or accommodation, including auxiliary aids or services, in order to participate in the public meeting may request such modification, accommodation, aid or service by contacting the Planning and Building Department either in person at 200 South Anaheim Boulevard, Anaheim, California, or by telephone at (714) 765-5139, no later than 10:00 a.m. one business day preceding the scheduled meeting. La ciudad de Anaheim desea hacer todas sus reuniones y audiencias públicas accesibles a todos los miembros del público. La Ciudad prohíbe la discriminación por motivos de raza , color u origen nacional en cualquier programa o actividad que reciba asistencia financiera federal. Si se solicita, la agenda y los materiales de copia estarán disponible en formatos alternativos apropiados a las personas con una discapacidad, según lo requiere la Sección 202 del Acta de Americanos con Discapacidades de 1990 (42 U.S.C. Sec. 12132), las normas federales y reglamentos adoptados en aplicación del mismo. Cualquier persona que requiera una modificación relativa a la discapacidad, incluyendo medios auxiliares o servicios, con el fin de participar en la reunión pública podrá solicitar dicha modificación, ayuda o servicio poniéndose en contacto con la Oficina de Secretaria de la Ciudad ya sea en persona en el 200 S Anaheim Boulevard, Anaheim, California, o por teléfono al (714) 765-5139, antes de las 10:00 de la mañana un día habil antes de la reunión programada. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 2 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: JULY 8, 2019 SUBJECT: VARIANCE NO. 2019-05124 LOCATION: The subject properties are located at 1060-1072 North Armando Street (Bottle Logic Brewery). APPLICANT/PROPERTY OWNER: The applicant is Steve Napolitano of Bottle Logic Brewing, LLC and the agent is Philip Schwartze from The PRS Group. The property owner is Alvarez Ltd. Partnership. REQUEST: The applicant requests approval of a Variance to permit fewer parking spaces than required by the Anaheim Municipal Code in conjunction with a brewery expansion and restaurant addition. BACKGROUND: The applicant submitted a request to continue this item to the August 5, 2019 meeting to allow the applicant more time to conduct additional research and properly evaluate the proposed project. RECOMMENDATION: Staff recommends that the Planning Commission continue the public hearing for Variance No. 2019-05124 to the meeting of August 5, 2019, as requested by the applicant. Prepared by, Submitted by, Scott Koehm David See Senior Planner Principal Planner Attachments: 1. Continuance Request SP 2 015-1 DEV 2017-0003 8 BREWERY SP 2 015-1 DA1 RETAIL SP 2 015-1 DA7 VACANT SP 2015-1 DA4 SERVICE STATION SP 2 015-1 DA7 BUSINESS PARK SP 2 015-1 DA7 SELF STORAGE FACILITY SP 2 015-1 DA7 BUSINESS PARKSP 2 015-1 DA7 INDUSTRIAL SP 2015-1 DA7 LA PALMA - KRAEMER BUSINES PARK SP 2015-1 DA7 LA PALMA - KRAEMER BUSINES PARK SP 2 015-1 DA7 LA PALMA - KRAEMER BUSINES PARK SP 2 015-1 DA7 OFFICES SP 2015-1 DA7 KRAEMER BUSINESS CENTER SP 2015-1 DA7 KRAEMER BUSINESS CENTER SP 2015-1 DA7 KRAEMER BUSINESS CENTER SP 2015-1 DA7 LA PALMA - KRAEMER BUSINES PARKSP 2015-1 DA7 GENTLEMAN'S CLUB SP 2015-1 DA7 KRAEMER BUSINESS CENTER SP 2015-1 DA7 SERVICE STATION SP 2 015-1 DA7 VOIT LA PALMA CORPORATE PARK SP 2 015-1 DA7 VOIT LA PALMA CORPORATE PARK SP 2 015-1 DA1 INDUSTRIAL SP 2 015-1 DA1 RETAIL SP 2 015-1 DA1 RETAIL SP 2 015-1 DA1 INDUSTRIAL SP 2 015-1 DA1 INDUSTRIAL SP 2 015-1 DA1 INDUSTRIAL SP 2 015-1 DA1 INDUSTRIAL SP 2 015-1 DA1 BUSINESS PARK SP 2015-1 DA4 BUSINESS PARK 9 1 F R E E W A Y 9 1 F R E E W A Y E L A P A L M A A V E N K R A E M E R P L N A R M A N D O S T E L A M E S A S T E WHITE STAR AVE E . L A P A L M A A V E E . M I R A L O M A A V E N . B L U E G U M S T N . M I L L E R S T E. LINCOLN AVE N . R I O V I S T A S T 1 0 6 0 -1 0 7 2 N o r t h A r m a n d o S t r e e t D E V N o . 2 0 1 7 -0 0 0 3 8 Subject Property APN: 344-421-09 344-421-08 °0 50 100 Feet Aeria l Ph oto : Ma y 2 01 8 9 1 F R E E W A Y 9 1 F R E E W A Y E L A P A L M A A V E N K R A E M E R P L N A R M A N D O S T E L A M E S A S T E WHITE STAR AVE N A R M A N D O S T E . L A P A L M A A V E E . M I R A L O M A A V E N . B L U E G U M S T N . M I L L E R S T E. LINCOLN AVE N . R I O V I S T A S T 1 0 6 0 -1 0 7 2 N o r t h A r m a n d o S t r e e t D E V N o . 2 0 1 7 -0 0 0 3 8 Subject Property APN: 344-421-09 344-421-08 °0 50 100 Feet Aeria l Ph oto : Ma y 2 01 8 1 Scott Koehm From:Phillip SCHWARTZE <phillipschwartze@gmail.com> Sent:Monday, July 01, 2019 1:20 PM To:Scott Koehm Subject:Bottle Logic Mr Koehm     Please consider this email as an official request for Public Hearing continuance to August 5, 2019 so that we may further  discuss some important additional information.     Phillip Schwartze   Agent for Bottle Logic         Sent from my iPhone  ATTACHMENT NO. 1 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net City of Anaheim PLANNING DEPARTMENT There is no new correspondence regarding this item. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 3 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: JULY 8, 2019 SUBJECT: CONDITIONAL USE PERMIT NO. 3957A AND VARIANCE NO. 2019-05123 LOCATION: 1750 South State College Boulevard (Panera Bread Bakery) APPLICANT/PROPERTY OWNER: The agent is Matt Clark of Clark Commercial Development, representing the applicant, Shane Hitzeman of Pride Bakeries II. The property owner is Stadium Crossings Property Owner 4 LLC. REQUEST: The applicant requests an amendment to a previously approved Conditional Use Permit (CUP), for an existing commercial center, to modify the conditions of approval, in order to allow the construction of a new 4,519 square foot restaurant with a drive through lane; and, a variance to allow the restaurant to have more wall signs than are permitted by the Anaheim Municipal Code (two are permitted, three signs are proposed). RECOMMENDATION: Staff recommends that the Planning Commission approve the attached resolution, determining that this request is categorically exempt from further environmental review under the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures) of the State CEQA Guidelines, amending Conditional Use Permit No. 3957, and approving Variance No. 2019-05123. BACKGROUND: In 1997, the Planning Commission approved CUP No. 3957 to allow the construction of an eight-lot commercial center on 11.9 acres located at the northeast corner of State College Boulevard and Katella Avenue. The commercial center included a hotel, restaurants, and a fitness center, and the retention of an existing bank building with a drive through lane. The CUP limited drive-through operations to the bank building and one fast food restaurant. In 2014, the Planning Commission approved CUP No. 2014-05739 to allow a church to replace the fitness center use. The proposed restaurant would be located on 0.76-acres, on the site that is currently occupied by the bank building, which is no longer in operation. The project site has a General Plan land use designation of Mixed-Use and is in the “O-L” Low Intensity Office and the Platinum Triangle Mixed Use (PTMU) Overlay Zone. Land uses surrounding the project site include a hotel to the north; mixed-use development, to the west across State College Boulevard; and restaurants within the subject commercial center, including a drive-through Carl’s Jr restaurant, to the east and south. CONDITIONAL USE PERMIT NO. 3957A AND VARIANCE NO. 2019-05123 July 8, 2019 Page 2 of 6 PROPOSAL: The applicant proposes to demolish the 7,708 square foot bank building with a drive through lane to construct a 4,519 square foot Panera Bread Bakery restaurant with a drive through lane. The drive through lane would wrap around the building on the north, west, and south sides. The restaurant, including the drive through lane, would operate from 6 a.m. to 10 p.m. seven days a week. The applicant submitted a queuing analysis for the proposed restaurant and drive though. The site plan provides for a queuing capacity of 12 vehicles in the drive through lane. The analysis used data collected from a similar Panera Bread Bakery restaurant in the City of Brea and determined that the queuing capacity is adequate to serve the restaurant at this location. Staff has reviewed the on-site circulation and does not anticipate any circulation issues with the proposed drive through operation. Staff also reviewed the proposed site plan and queuing analysis and concurs with the findings that adequate capacity will be provided. SITE PLAN The commercial center was originally approved with a variance for fewer parking spaces than required by the Anaheim Municipal Code (Code). A subsequent parking analysis was prepared for CUP No. 2014-05739 to allow a church to occupy the building previously occupied by the fitness center. This analysis determined that 847 parking spaces were required for the church and the remaining uses in the commercial center, and 833 spaces were provided. A variance for parking was not required because the Code allows credit for off-setting hours of operation within multi-tenant properties when determining the required number of spaces. The parking analysis prepared for the church concluded that there would be sufficient parking for all uses operating in the center due to the off-setting peak hours of the church and the commercial businesses and a peak demand of 516 spaces at any time. The current Code requirement for parking in the commercial center including the proposed Panera Bread Bakery is 650 parking spaces. With a CONDITIONAL USE PERMIT NO. 3957A AND VARIANCE NO. 2019-05123 July 8, 2019 Page 3 of 6 supply of 803 parking spaces, the commercial center provides adequate parking for the proposed use. Additionally, 22 spaces are required specifically for the proposed restaurant and there are 26 spaces provided on the restaurant property, providing adequate parking immediately adjacent to the restaurant. The restaurant is designed to be compatible with the existing commercial center and would be constructed of similar building materials including finished stucco walls and brick veneer, metal and glass doors and windows, and aluminum and fabric awnings. The restaurant would have three wall signs on three building elevations. The restaurant would also have a 910 square foot outdoor dining area to the east of the building, adjacent to the west building elevation, as shown below. WEST ELEVATION ANALYSIS: The proposed restaurant is located within a commercial center that the Planning Commission previously-approved through a CUP. The conditions of approval for the CUP limited the number of drive-through restaurants within the commercial center. Absent this limitation, the proposed project would be subject to a CUP pursuant to the Code requirements of the O-L Zone. Therefore, this request is being processed as an amendment to CUP No. 3957. It could have been alternatively processed as a new CUP, similar to the process used to allow the church to replace the fitness facility. However, since CUP No. 3957 specifically limits the number of drive-through facilities, the applicant is requesting, and staff is recommending, an amendment to the previously-approved CUP to address these conditions. Additionally, the applicant is requesting a Variance to permit three building wall signs where the O-L Zone would only permit two. Conditional Use Permit (CUP): Before the Planning Commission may approve a CUP, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed use is properly one for which a CUP is authorized by this code; CONDITIONAL USE PERMIT NO. 3957A AND VARIANCE NO. 2019-05123 July 8, 2019 Page 4 of 6 2) That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located; 3) That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety; 4) That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area; and 5) That the granting of the CUP under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim. In order to allow for the proposed project, the applicant is requesting to delete certain conditions of approval in Resolution No. PC97-121 that approved CUP No. 3957 (Attachment 2). The applicant is requesting the deletion of Condition Nos. 23, 25, 26 and 27, which pertain to the number and type of uses that would be permitted on the property. Because the property has been developed in accordance with CUP No. 3957, these conditions are no longer necessary and would only serve to prohibit future development on the property. C ondition No. 23 limits outdoor use of the subject bank property to an automatic teller machine (ATM) only and would not permit the proposed outdoor dining area. Condition No. 25 only allows drive through lanes for the bank and the Carl’s Jr. Restaurant and would not permit the proposed drive through lane for the proposed restaurant. Condition No. 26 limits future businesses in the commercial center to specific brands, which although similar to the brands listed, does not include Panera Bread Bakery, and in staff’s opinion is overly restrictive. Condition No. 27 would only permit one restaurant within the commercial center to have alcohol sales for on-site consumption, and although alcohol is not currently proposed at the subject restaurant, this condition would limit the City’s ability to grant a minor conditional use permit for this type of use, except as specifically authorized by the CUP, in the future. Deletion of these conditions of approval would provide more flexibility for existing and proposed tenants of the commercial center, including the subject restaurant. In 1997 the Stadium Crossings center was the first project to use a new Code provision permitting this type of mixed use center in the Commercial Office “CO” Zone (renamed the “O- L” Zone in 2004). These conditions of approval were in place to ensure that any future uses would be evaluated appropriately for parking, traffic, and circulation. The applicant has prepared the necessary analyses to determine that the center can accommodate the change of use as it pertains parking, traffic, and circulation. Staff has reviewed these analyses and concurs that the center can accommodate the change of use. Deleting these conditions of approval will remove the limitations on allowing a Panera Bread Bakery with outdoor dining and a drive through lane in this center. Staff believes that the conditions of approval limiting this property are no longer appropriate. The draft resolution to amend CUP No. 3957 (Attachment 1) also includes conditions specific to the proposed project. These conditions would be in addition to the conditions that would remain for Resolution No. PC97-121 if the Planning Commission approves deletion of Condition Nos. 23, 25, 26 and 27. CONDITIONAL USE PERMIT NO. 3957A AND VARIANCE NO. 2019-05123 July 8, 2019 Page 5 of 6 In accordance with the required findings for a CUP, staff believes that the proposed restaurant with a drive through would not adversely affect the adjoining land uses, as the overall property has been developed as a commercial center designed for this type of use. The proposed restaurant and drive through lane comply with all O-L Zone development standards including building height, setbacks, floor area ratio and parking. The building is designed to allow the full development of the site and would not be detrimental to the health or safety of the residents in the area. A trip generation analysis has been prepared to determine that the restaurant with a drive through would not generate any additional traffic beyond what was anticipated for the site and would not impose a burden on the streets in the area. Staff believes that the proposed restaurant would contribute to the food uses on the property and would be harmonious with the character of the commercial center. Sign Variance: The applicant is requesting to permit three wall signs, one each on three separate elevations. The Code permits two walls signs for this type of business on two separate building elevations. The applicant’s request is for one additional wall sign on the south elevation. All of the proposed signs meet the Code required size requirements. The Planning Commission may grant the requested Variance upon a finding that the evidence presented shows that all of the following conditions exist: 1) That there are special circumstances applicable to the property, including size, shape, topography, location or surroundings, which do not apply to other property under identical zoning classification in the vicinity; 2) That, because of special circumstances shown above, strict application of the Zoning Code deprives the property of privileges enjoyed by other property under identical zoning classification in the vicinity. The applicant has provided justification for the Variance (Attachment 4) indicating that, due to the required parkway and setback, the building would be located farther away from State College Boulevard than the restaurant to the south or the hotel to the north. The appli cant believes that building’s distance from the street will create less visibility of Panera Bread Bakery’s permitted signs for motorists on State College Boulevard. The Code permits signs on the east and west elevations. The applicant is proposing signs on both of these elevations and would like to include a third sign on the south elevation to further increase visibility. Staff agrees that there are special circumstances pertaining to the requirement that the building must be located farther back on the property than the existing adjacent buildings. The adjacent buildings were constructed at a time when the setback was less than what is required today. Staff also believes that strict application of the Code would deprive this property of privileges enjo yed by other properties under identical zoning classification. The applicant’s justification identifies that the existing Denny’s, Carl’s Jr., Starbucks, and Fresca’s restaurants in the commercial center all have wall signs on three elevations. Therefore, staff recommends approval of the Variance request to permit a third wall sign on the south elevation. CONDITIONAL USE PERMIT NO. 3957A AND VARIANCE NO. 2019-05123 July 8, 2019 Page 6 of 6 Environmental Impact Analysis: Staff recommends the Planning Commission find that the effects of the proposed project are Categorically Exempt from the requirements to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines, Section 15303, Class 3 (New Construction or Conversion of Small Structures). Class 3 consists of construction and location of limited numbers of new small structures or facilities. In urbanized areas, this exemption applies to up four commercial buildings that comprise a total of 10,000 square feet. The proposed project consists of the demolition of the 7,708 square foot bank building with a drive through lane to construct a 4,519 square foot Panera Bread Bakery restaurant with a drive through lane. Pursuant to Section 15300.2 (c) and 15303 of Title 14 of the California Code of Regulations, there are no unusual circumstances in respe ct to the proposed project for which staff would anticipate a significant effect on the environment and, therefore, the proposed project is categorically exempt from the provisions of CEQA. CONCLUSION: With the exception of the requested sign Variance, the proposed Panera Bread Bakery project complies with all development standards of the O-L Zone, including building setbacks and parking. As described in this report, staff believes that the request to amend the CUP and allow the Variance is appropriate for the proposed Panera Bread restaurant and that it would not adversely affect the adjoining land uses. The proposed project is designed to allow the full development of the site and would not be detrimental to the health or safety of the residents in the area; it would not generate any additional traffic beyond what was anticipated for the site and would not impose a burden on the streets in the area; and, it would contribute to the food uses on the property and would be harmonious with the character of the commercial center. Staff also believes that the due to the location of the proposed building in relation to the surrounding buildings and the number of signs on businesses also located in the commercial center that the findings can be made for the sign Variance request. Therefore, staff recommends that the Planning Commission approve the request to amend Conditional Use Permit No. 3957 and approve the Variance request. Prepared by, Submitted by, Scott Koehm Susan Kim Senior Planner Principal Planner Attachments: 1. Draft Conditional Use Permit Resolution 2. Conditional Use Permit No. 3957 Resolution No. PC97-121 3. Letter of Request and Justification 4. Complete Plan Set O-L (PTMU) Ka tella Sub -Area C DEV 2018-0013 8 COMMUNITY BANK I (PTMU) Office PARKING LOT I (PTMU) Katella Sub-Area B BANK I (PTMU) Ka tella Sub -Area B RETAIL I (PTMU) Ka tella Sub -Area B MIXED USE O-L (PTMU) Ka tella Sub -Area C TOWNPLACE SUITES BY MARRIOTT O-L (PTMU) Ka tella Sub -Area C RESTAURANT O-L (PTMU) Katella Sub-Area C SADDLEBACK CHURCH O-L (PTMU) Ka tella Sub-Area C PARKING LOT O-L (PTMU) Katella Sub-Area C FAST FOOD O-L (PTMU) Katella Sub-Area C OFFICES I (PTMU) Katella Sub-Area C RETAIL I (PTMU) Katella Sub-Area C RETAIL PR (PTMU) Stadium THE GROVE OF ANAHEIMO-L (PTMU) Ka tella Sub -Area C CONDOMINIUMS/ TOWNHOUSES I (PTMU) Ka tella Sub -Area C FAST FOOD I (PTMU) Ka tella Sub -Area B SERVICE STATION I (PTMU) Ka tella Sub -Area B VACANT I (PTMU) Ka tella Sub-Area B VACANT I (PTMU) Ka tella Sub -Area B INDUSTRIAL I (PTMU) Ka tella Sub -Area B TILE STORE I (PTMU) Office TILE STORE I (PTMU) Office INDUSTRIAL I (PTMU) Office NORTH STADIUM BUSINESS CENTER I (PTMU) Office NORTH STADIUM BUSINESS CENTER I (PTMU) Office PARKING LOT (PT MU) RAILROAD E KATELLA AVE S S T A T E C O L L E G E B L V DE WRIGHT CIR S M E T R O D R R I G N E Y W A Y S T A D I U M C R O S S I N G H U D S O N P L S S T A D I U M C R O S S I N G E. KATELLA AVE E. CERRITOS AVE E. ORANGEWOOD AVE S . H A S T E R S T S . A N A H E I M B L V D S . S U N K I S T S T E. GENE AUTRY WAY S .D O U G L A S S R D S . C L E M E N T I N E S T 1 7 5 0 S o u t h S t a t e Co lle g e B o u l e va r d D E V N o . 2 0 1 8 -0 0 1 3 8 Subject Property APN: 253-531-15 °0 50 100 Feet Aeria l Ph oto : Ma y 2 01 6 E KATELLA AVE S S T A T E C O L L E G E B L V DE WRIGHT CIR S M E T R O D R R I G N E Y W A Y S T A D I U M C R O S S I N G H U D S O N P L S S T A D I U M C R O S S I N G E. KATELLA AVE E. CERRITOS AVE E. ORANGEWOOD AVE S . H A S T E R S T S . A N A H E I M B L V D S . S U N K I S T S T E. GENE AUTRY WAY S .D O U G L A S S R D S . C L E M E N T I N E S T 1 7 5 0 S o u t h S t a t e Co lle g e B o u l e va r d D E V N o . 2 0 1 8 -0 0 1 3 8 Subject Property APN: 253-531-15 °0 50 100 Feet Aeria l Ph oto : Ma y 2 01 8 [DRAFT] ATTACHMENT NO. 1 - 1 - PC2019-*** RESOLUTION NO. PC2019-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM AMENDING CONDITIONAL USE PERMIT NO. 3957 AND APPROVING VARIANCE NO. 2019-05123 AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2018-00138) (1750 SOUTH STATE COLLEGE BOULEVARD) WHEREAS, on September 3, 1997, and subject to certain conditions of approval, the Planning Commission of the City of Anaheim (herein referred to as the "Planning Commission"), by Resolution No. PC97-121, approved Conditional Use Permit 3957, in part, to construct an 8- lot, planned “mixed-use” commercial center, including a 140-room Marriott Towne Place Suites hotel, a drive-through fast food restaurant, up to five semi-enclosed restaurants with sales of alcoholic beverages for on-premises consumption, retail, office, and bank uses, a fitness center, and up to 5 monument signs with waivers to (i) required lot frontage; (ii) minimum landscape setbacks; (iii) minimum parking lot landscaping; (iv) maximum aggregate area of signage in the CO Zone; (v) minimum number of parking spaces; (vi) minimum structural setbacks adjacent to arterial highways; (vii) minimum structural setbacks adjacent to interior site boundary lines (herein referred to as the “Original CUP”) for that certain real property located at 1700-1760 South State College Boulevard and 2005-2125 East Katella Avenue in the City of Anaheim, County of Orange, State of California (the "Original Property"); and WHEREAS, the Planning Commission of the City of Anaheim (the "Planning Commission") did receive a verified petition for an amendment to the Original CUP ( “Conditional Use Permit No. 3957A”) and Variance No. 2019-05123 to delete certain conditions of approval and approve the construction of a new 4,519 square foot restaurant with a drive through lane with more signs than are permitted by Code (the "Proposed Project") at 1750 South State College Boulevard as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference (the “Property”) in conjunction the existing commercial retail center on the Original Property; and WHEREAS, the Property consisting of approximately 0.76-acres is development with a bank building. The Land Use Element of the Anaheim General Plan designates the Property for “M-U” Mixed Use land uses. The Property is located in both the “O-L” Low Intensity Office and the Platinum Triangle Master Land Use (PTMU) Overlay Zone. Generally, the property owner may elect to use the development standards and regulations of Chapter 18.20 (Platinum Triangle Mixed Use (PTMU) Overlay Zone) of the Anaheim Municipal Code (the “Code”) or the regulations of the underlying zone, i.e., that of the “O-L” Low Intensity Office Zone. However, the provisions of Chapter 18.20 do not apply to parcels that will be developed entirely under the standards of the underlying zone, which is the case with the Proposed Project; and - 2 - PC2019-*** WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim on July 8, 2019 at 5:00 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 of the Code, to hear and consider evidence for and against the Proposed Project, including, specifically, Conditional Use Permit No. 3957A and Variance No. 2019-05123, and to investigate and make findings and recommendations in connection therewith; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for the Implementation of the California Environmental Quality Act (commencing with Section 15000 of Title 14 of the California Code of Regulations; herein referred to as the "CEQA Guidelines"), and the City's Local CEQA Procedure Manual, the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project; and WHEREAS, the Planning Commission also finds and determines that the effects of the proposed construction of a new 4,519 square foot restaurant with a drive through lane with more signs than are permitted by Code are typical of those generated within that class of projects (i.e., Class 3 – New Construction or Conversion of Small Structures) which consists of the construction and location of limited numbers of new, small facilities or structures. Section 15303 of the CEQA Guidelines provides examples of projects that qualify for an exemption from the provisions of CEQA, one of which being the construction of 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 Project will not cause a significant effect on the environment and is, therefore, categorically exempt from the provisions of CEQA; and WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request to permit the Proposed Project on the Property does find and determine the following facts: 1. The proposed request to construct a new 4,519 square foot restaurant with a drive through lane is an allowable use within the "O-L" Low Intensity Office Zone under subsection .010 of Section 18.08.030.010 (Uses) of Chapter 18.08 (Commercial Zones) of the Code, subject to a conditional use permit and the zoning and development standards of the "O-L" Low Intensity Office Zone; and 2. The proposed request to construct a new 4,519 square foot restaurant with a drive through lane would not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located because the Proposed Project is one that is the same as, and consistent with, other uses on the Original Property, and would not have an adverse effect on adjacent residential and commercial uses; and - 3 - PC2019-*** 3. The size and shape of the site is adequate to allow the full development of the Proposed Project in a manner not detrimental to either the particular area or health and safety because the site can accommodate the parking, traffic flows, and circulation without creating detrimental effects on adjacent properties; and 4. The traffic generated by the Proposed Project would not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area because the traffic generated by the Proposed Project will not exceed the anticipated volumes of traffic on the surrounding streets and adequate parking is provided to accommodate the existing use; and 5. The granting of the conditional use permit will not be detrimental to the health and safety of the citizens of the City of Anaheim because the Proposed Project is designed to be compatible with the existing building and surrounding properties, subject to compliance with the conditions contained herein; and WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request to delete Conditions of Approval Numbers 23, 25, 26, and 27 of Conditional Use Permit No. 3957 does find and determine the following facts: 1. The proposed request to delete Conditions of Approval Numbers 23, 25, 26, and 27 of Conditional Use Permit No. 3957 is permitted under Section 18.60.190.030 (Amendment of Permit Approval) of Chapter 18.60 (Procedures) of the Code, subject to a conditional use permit; and 2. The proposed request to delete Conditions of Approval Numbers 23, 25, 26, and 27 of Conditional Use Permit No. 3957 would not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located because the Proposed Project is one that is the same as, and consistent with, other uses on the Original Property, and deleting these conditions of approval would not have an adverse effect on adjacent residential and commercial uses; and 3. The size and shape of the site is adequate to allow the full development of the Proposed Project in a manner not detrimental to either the particular area or health and safety because the site can accommodate the parking, traffic flows, and circulation without creating detrimental effects on adjacent properties and deleting these conditions of approval would not have any impact on this finding; and 4. The traffic generated by the Proposed Project would not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area because the traffic generated by the Proposed Project will not exceed the anticipated volumes of traffic on the surrounding streets and adequate parking is provided to accommodate the existing use deleting these conditions of approval would not have any impact on this finding; and 5. The granting of the conditional use permit will not be detrimental to the health and safety of the citizens of the City of Anaheim because the Proposed Project is designed to be compatible with the existing building and surrounding properties, subject to compliance with the conditions contained herein deleting these conditions of approval would not have any impact on this finding; and - 4 - PC2019-*** WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request for Variance No. 2019-05123, does find and determine that the required findings for approval of a variance to allow more wall signs than are permitted by the Code can be made because: 1) There are special circumstances applicable to the property, including size, shape, topography, location or surroundings, which do not apply to other property under identical zoning classification in the vicinity. The Proposed Project is required to be constructed with setbacks that are greater than the adjacent uses to the north and the south, thereby setting the building back further from the street than the adjacent buildings limiting the amount of visible sign area on the proposed building. 2) That, because of special circumstances shown above, strict application of the Zoning Code deprives the Property of privileges enjoyed by other property under identical zoning classification in the vicinity. Four other restaurant businesses on the Original Property have wall signs on three different elevations. WHEREAS, the Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission does hereby amend Conditional Use Permit No. 3957, deleting Condition Numbers 23, 25, 26, and 27 of Resolution No. 97-121 contingent upon and subject to the conditions of approval set forth in Exhibit B attached hereto referred to as “Conditions of Approval” and incorporated herein by this reference, which are hereby found to be a necessary prerequisite to the proposed use of the Property for which Conditional Use Permit No. 3957A is applicable in order to preserve the health, safety and general welfare of the citizens of the City of Anaheim. Extensions for further time to complete conditions of approval may be granted in accordance with Section 18.60.170 of the Code. Timing for compliance with conditions of approval may be amended by the Planning and Building Director upon a showing of good cause provided (i) equivalent timing is established that satisfies the original intent and purpose of the condition(s), (ii) the modification complies with the Code, and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED that, effective upon the effective date of this Resolution, the Conditions of Approval are hereby added to, and included with, Resolution No. 97-121. All reference to the conditions of approval for the CUP shall include both the Conditions of Approval attached to this Resolution as Exhibit B, and Resolution No. PC97-121. - 5 - PC2019-*** BE IT FURTHER RESOLVED, that any amendment, modification or revocation of this permit may be processed in accordance with Chapters 18.60.190 (Amendment to Permit Approval) and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Code. BE IT FURTHER RESOLVED that the Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant's compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. BE IT FURTHER RESOLVED that approval of this application constitutes approval of the proposed request only to the extent that it complies with the Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of July 8, 2019. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 6 - PC2019-*** STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on July 8, 2019, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 8th day of July, 2019. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 7 - PC2019-*** - 8 - PC2019-*** EXHIBIT “B” CONDITIONAL USE PERMIT NO. 3957A (DEV2018-00138) NO. REVISED CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO ISSUANCE OF GRADING PERMITS 1 The developer/owner shall submit a set of improvement plans for Public Utilities Water Engineering review and approval in determining the conditions necessary for providing water service to the project. Public Utilities Department, Water Engineering 2 Prepare and submit a final grading plan showing building footprints, pad elevations, finished grades, drainage routes, retaining walls, erosion control, slope easements and other pertinent information in accordance with Anaheim Municipal Code and the California Building Code, latest edition. The grading plans shall incorporate the required drainage improvements and the mechanisms proposed in the approved Final Drainage Report. No offsite run-off shall be blocked during and after grading operations. Public Works Department, Development Services Division 3 Prepare and submit a final drainage/hydrology study. The Final Drainage Report shall demonstrate that the post-development storm event run-off shall be less than or equal to the existing pre-development storm event run-off for each watershed and that the proposed building structures shall be flood protected. Finish floor elevations shall be 1-ft. minimum above the 100-year, 24 hour event water surface elevation. Run-off shall not be diverted and any proposed improvements shall prevent downstream properties from becoming flooded. The Final Drainage report shall address the drainage velocity on the new on-site improvements and potential impacts to the existing drainage system. Also, the plans shall show that all concentrated flow shall be contained within an approved drainage device, preserve the existing flows, and manner drainage is conveyed downstream. Any inlets in sump condition shall be designed to capture Q25 and a secondary emergency outlet for the sump condition is required to provide a minimum of 1-ft. freeboard between the maximum water surface elevation and minimum finish floor elevation. The emergency outlet must direct overflows to either an adequate downstream street or natural conveyance system. The study shall conform to the applicable City's adopted Master Drainage Plan. Public Works Department, Development Services Division 4 The final Water Quality Management Plan (WQMP) shall be submitted for review and approval to Public Works Development Services and comply with the most current requirements of the Orange County Drainage Area Management Plan (DAMP). In addition, the following conditions must be complied with in the Final WQMP: Public Works Department, Development Services Division - 9 - PC2019-*** NO. REVISED CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT • All comments on the Preliminary WQMP (provided previously on June 6th) shall be addressed in the Final WQMP. • The Final WQMP shall demonstrate that all flows from the site are captured and routed to the treatment and infiltration system (either by trench drain, ribbon gutter, connecting to catch basin, or similar equally effective approach), as typically required by the New Development Regulations. • The Final WQMP shall demonstrate that the incoming flows to the infiltration system are adequately pretreated. The starting point for pretreatment is typically the use of existing landscape, followed by inclusion of stand-alone bio-treatment (for example, swale, biofiltration, or proprietary: Modular Wetland, Filterra, or other acceptable approach), followed by inclusion of a sacrificial infiltration chamber (sized for the DCV) as necessary. • The Final WQMP shall identify potential sources of pollutants during the long-term on-going maintenance and use of the proposed project that could affect the quality of the stormwater runoff from the project site; define Source Control, Site Design, and Treatment Control of best management practices (BMPs) to control or eliminate the discharge of pollutants into the surface water runoff; and provide a monitoring program to address the long-term implementation of and compliance with the defined BMPs. 5 Submit a Geotechnical Report to the Public Works Development Services Division for review and approval. The report shall include infiltration testing at the location of the proposed BMPs in accordance with the TGD criteria in order to evaluate infiltration feasibility. The Geotechnical Report shall specifically identify the infiltration testing methodology, measurements, and results pursuant to the TGD. The report shall be consistent with the WQMP worksheets and BMP design. Public Works Department, Development Services Division 6 A Cross-Lot Drainage Agreement is required to be executed, approved by the City and recorded by the owner on the properties for cross-lot drainage if there does not exist one already. Public Works Department, Development Services Division 7 All existing vertical structures noted to be demolished shall be demolished. The developer shall obtain a demolition permit from the Building Division for the demolition of vertical structures prior to performing this work. Public Works Department, Development Services Division - 10 - PC2019-*** NO. REVISED CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS 8 The pad grading shall be completed and the pad compaction report and the civil engineer's line and grade shall be submitted, reviewed, inspected, and approved by the Public Works Department. Once the pad grading is completed, the following items must be submitted (to the Public Works Engineering Front Counter) for review and approval:  Any revisions to the original grading plan related to the building pad.  Two (2) copies of the interim soils report indicating pad compaction and site stability prepared by the project's Geotechnical Engineer of Record.  The original and two (2) copies of a letter of certification for the building pads from the project's Civil Engineer of Record using Exhibit D, which can be found at: http://www.anaheim.net/DocumentCenter/View/207 Public Works Department, Development Services Division 9 The developer shall obtain a right of way construction permit for any work to be done within the public right of way. Public improvements shall conform to City of Anaheim Public Works Standards, requirements and as approved by the City Engineer. Public Works Department, Development Services Division 10 Provide a certificate, from a Registered Civil Engineer, certifying that the finished grading has been completed in accordance with the City approved grading plan. Public Works Department, Development Services Division 11 A private water system with separate water service for fire protection and domestic water shall be provided and shown on plans submitted to the Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities Department, Water Engineering 12 All backflow equipment shall be located above ground outside of the street setback area in a manner fully screened from all public streets and alleys. Any backflow assemblies currently installed in a vault will have to be brought up to current standards. Any other large water system equipment shall be installed to the satisfaction of the Water Engineering Division outside of the street setback area in a manner fully screened from all public streets and alleys. Said information shall be specifically shown on plans and approved by Water Engineering and Cross Connection Control Inspector. Public Utilities Department, Water Engineering - 11 - PC2019-*** NO. REVISED CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 13 All requests for new water services, backflow equipment, or fire lines, as well as any modifications, relocations, or abandonments of existing water services, backflow equipment, and fire lines, shall be coordinated and permitted through Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities Department, Water Engineering 14 All existing water services and fire services shall conform to current Water Services Standards Specifications. Any water service and/or fire line that does not meet current standards shall be upgraded if continued use is necessary or abandoned if the existing service is no longer needed. The owner/developer shall be responsible for the costs to upgrade or to abandon any water service or fire line. Public Utilities Department, Water Engineering PRIOR TO FINAL BUILDING AND ZONING INSPECTIONS 15 All remaining fees/deposits required by Public Works department must be paid in full. Public Works Department, Development Services Division 16 All required on-site Water Quality Management Plan, Grading/Drainage, and public right of way improvements (if any) shall be completed, operational, and are subject to review and approval by the Public Works Inspector. Public Works Department, Development Services Division ON-GOING DURING PROJECT OPERATIONS 17 Ongoing during project operations, vehicle deliveries including loading and unloading shall be performed on site. Delivery vehicles shall not block any part of the public right of way. Public Works Department, Development Services Division 18 Any tree planted on-site shall be replaced in a timely manner in the event that it is removed, damaged, diseased and/or dead. All existing mature landscaping shall be maintained and immediately replaced in the event that it becomes diseased or dies. Planning and Building, Planning Services Division GENERAL 19 The following minimum clearances shall be provided around all new and existing public water facilities (e.g. water main, service laterals, meters, meter boxes, backflow devices):  10 feet from structures, footings, walls, stormwater BMPs, power poles, street lights, and trees.  5 feet from driveways, BCR/ECR of curb returns, and all other utilities (e.g. storm drain, gas, electric, etc.) or above ground facilities. Public Utilities Department, Water Engineering - 12 - PC2019-*** NO. REVISED CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 20 No public water mains or laterals allowed under parking stalls or parking lots. Public Utilities Department, Water Engineering 21 All fire services 2-inch and smaller shall be metered with a UL listed meter, Hersey Residential Fire Meter with Translator Register, no equals. Public Utilities Department, Water Engineering 22 The Applicant shall defend, indemnify, and hold harmless the City and its officials, officers, employees and agents (collectively referred to individually and collectively as “Indemnitees”) from any and all claims, actions or proceedings brought against Indemnitees to attack, review, set aside, void, or annul the decision of the Indemnitees concerning this permit or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant’s indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys’ fees and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. Planning and Building, Planning Services Division 23 The applicant is responsible for paying all charges related to the processing of this discretionary case application within 30 days of the issuance of the final invoice or prior to the issuance of building permits for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or may result in the revocation of the approval of this application. Planning and Building, Planning Services Division 24 The business premises shall be developed substantially in accordance with plans and specifications submitted to the City of Anaheim by the petitioner, which plans are on file with the Planning Department, and as conditioned herein. Planning and Building, Planning Services Division ATTACHMENT NO. 2 Letter of Request - Project Description Panera Bread 1750 S. State College Blvd. We are requesting a modification to CUP No. 3957 to demolish the existing vacant bank building with a drive-thru and replace it with a new Panera Bread restaurant with drive-thru. The new building is to be approximately 4,550 square feet along with a 910 square foot outdoor dining area. The proposed drive- thru lane will have a queuing length to accommodate 12 cars. Panera Bread’s proposed hours of operation is to be 6 a.m. to 10 p.m. seven days a week. We are also requesting a variance to allow wall signs on three (3) elevations. Currently, the code only allows signage on two (2) elevations. Our request for the variance is due to the fact that other existing buildings (Denny’s, Carl’s Jr., Starbucks, and Fresca’s) in this development have signage on three (3) elevations. Combined with the other uses in the complex, a total of 858 parking spaces are required and 833 space are provided. There was a parking and circulation analysis provided by Saddleback Church for their CUP (2014-05739) that is provided for reference showing that there is a parking surplus for this complex. ATTACHMENT NO. 3 Justification for Conditional Use Permit Modification That the proposed use is properly one for which a conditional use permit is authorized by the Code which allows a drive-through restaurant facility in the Low Intensity Office (O-L), Platinum Triangle Mixed-Use (PTMU) Overlay Zone subject to approval of a conditional use permit pursuant to Section 18.08.030 of the Code. That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located in that the Proposed Project has been designed to be compatible with surrounding commercial uses. The proposed drive-through lane has a sufficient capacity (12 cars) to accommodate the maximum anticipated number of queueing vehicles where the traffic flow on the main adjacent drive aisle is not anticipated to be impeded, and stacking onto public streets is not expected. In addition, the one-story restaurant building will be in scale with the surrounding uses and an adequate landscape buffer will be provided around the drive-through lane; and That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety in that the Proposed Project has been designed to comply with all Code requirements. That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area because the traffic generated by this use will not exceed the anticipated volumes of traffic on the surrounding streets and adequate parking will be provided to accommodate the proposed use. That the granting of the conditional use permit modification under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim in that the impact upon the surrounding area has been mitigated to the maximum extent practicable in that site development standards proposed for the Proposed Project are consistent with the development standards of the Low Intensity Office (O-L), Platinum Triangle Mixed-Use (PTMU) Overlay Zone. Justification for Sign Variance We are requesting a sign variance to allow wall signage on three (3) elevations. The code currently only allows for two (2) elevations to have wall signage. 1. The proposed site is located along S. State College Blvd. just north of Katella Ave.. The west elevation is the only elevation that is visible to a street. Due to the proposed development, we are required to add a 16’ landscape setback along S. State College which will further diminish the visibility of that elevation. The north elevation will be blocked from view by the adjacent hotel. And the south elevation is partially blocked by the adjacent Denny’s restaurant. Therefore, we are requesting to install wall signage on the west elevation, the east elevation (towards the interior parking lot) and the south elevation. 2. Other properties in the vicinity have the same type of physical characteristics and have wall signage on three (3) elevations. Those are the adjacent Denny’s, Carl’s Jr., Starbucks, and Fresca’s Mexican Grill. 3. The neighboring properties in the vicinity have the same type of wall signage on three (3) elevations. Those are the adjacent Denny’s, Carl’s Jr., Starbucks, and Fresca’s Mexican Grill. 4. The proposed site is located along S. State College Blvd. just north of Katella Ave.. The west elevation is the only elevation that is visible to a street. Due to the proposed development, we are required to add a 16’ landscape setback along S. State College which will further diminish the visibility of that elevation. The north elevation will be blocked from view by the adjacent hotel. And the south elevation is partially blocked by the adjacent Denny’s restaurant. ATTACHMENT NO. 4 A. PROVIDE 2" AIR SPACE AT SIDE(S) OF OVEN/PROOFER & COOLER/FREEZER (MIN. 3" AT BACK OF OVEN). VERIFY ALL DIMENSIONS & SPECS WITH EQUIPMENT MANUAL. NO FINISH ON WALLS BEHIND OVEN/PROOFER & COOLER/FREEZER (TAPE & PRIME ONLY). B. OFFICE AREA TO INCLUDE THE FOLLOWING (SUPPLIED AND INSTALLED BY G.C.): ROUGH-INS FOR PHONE, ALARM, SOUND, & MICROS SYSTEM. SEE ELECTRICAL SHEETS; 2'-0" x CUSTOM LENGTH PLASTIC LAMINATE ALMOND DESK TOP CLEATED TO WALL, W/ (2) 2" DIA. GROMMETS; (3) 16" DEEP PLASTIC LAMINATE WHITE SHELVES MOUNTED ON HEAVY-DUTY KV STANDARDS W/ ADJUSTABLE BRACKETS. C. G.C. TO PROVIDE BLOCKING FOR SUPPORT OF RESTROOM ACCESSORIES AS RECOMMENDED BY MANUFACTURER. SEE INTERIOR ELEVATIONS. D. PROVIDE 5/8" CEMENT BACKING BOARD ON ALL KITCHEN, RESTROOM, & OFFICE WALLS FROM FLOOR TO 2'-0" A.F.F. AT WORKROOM WALLS WITH TILE FINISH, PROVIDE CEMENT BOARD TO 6'-0" A.F.F. E. PROVIDE 5/8" PLYWOOD BACKING BOARD ON KITCHEN & OFFICE WALLS (2'- 0" AFF TO CEILING), SEE PARTITION SCHEDULE FOR WORKROOM WALLS W/ TILE FINISH. F. OCCUPANCY LOAD SIGN SUPPLIED AND INSTALLED BY G.C. G. G.C. SHALL SUPPLY AND INSTALL RECESSED FIRE EXTINGUISHERS AS REQUIRED BY LOCAL CODES. LOCATION PER LOCAL CODES. H. REFERENCE THE FOLLOWING SHEETS: G011 GENERAL NOTES, SYMBOLS, AND LEGENDS AND G021 ACCESSIBILITY GUIDELINES. I. ALL DIMENSIONS NOTED ARE FROM FACE OF DRYWALL TO FACE OF DRYWALL. J. BOOTH/BANQUETTE SEATING SUPPLIED BY FURNITURE SUPLPIER, INSTALLED BY G.C. K. ELECTRICAL EQUIPMENT BY G.C. SEE ELECTRICAL DRAWINGS. L. PLUMBING EQUIPMENT BY G.C. SEE PLUMBING DRAWINGS. M. G.C. TO PROVIDE & INSTALL 1/4" CLEAR SAFETY GLASS AT SNEEZE GUARDS. VERIFY SIZE OF GLASS W/ SNEEZE GUARD POSTS. N. LAP TILE AT OUTSIDE CORNERS, TURN CUT TILE EDGE TOWARD GROUT, ALL EXPOSED EDGES TO BE FACTORY FINISHED. GENERAL NOTES: NEW PARTITION, REFER TO PARTITION TYPES ON SHEET A121 WALL LEGEND: PARTIAL HEIGHT PARTITION, HEIGHT VARIES. REFER TO ELEVATIONS ON SHEETS A511 AND A512 COOLER/FREEZER WALL SOFFIT ABOVE, REFER TO REFLECTED CEILING PLAN ON SHEET A301 FOR HEIGHT O111 2 O111 O1114 O111 7 9 8 10 O11111O11112 O112 5 2 3 4 6 5 3 A107 2 Room 38 OFFICE 320 WOMENS 301 MENS 300 DINING 150 CORRIDOR 170 SERVICE 220 KITCHEN 310 COOLER 410 FREEZER 420 DOUGH COOLER 400 BAKERY 200 DRIVE THRU 321 HOT BAR SELF SERVICE COLD BAR A302 1 A301 1 A3012 A302 2 A107 1 16' - 9 1/2"8' - 5 1/4" 35 ' - 1 3 / 4 " 12 ' - 3 " 2' - 0 " 12 ' - 3 " 4' - 8 " 12' - 8" 3' - 3 1/2"11' - 4" 52' - 10 1/4" 4' - 2 " 3' - 6 1 / 4 " 31 ' - 1 1 " 9' - 11 1/4"3' - 0"9' - 9 1/4" 5' - 0" 6' - 3 1/2"4' - 7 1/2" 1' - 8"58' - 10 1/4" 72 ' - 1 0 1 / 4 " 37 ' - 8 1 / 2 " 65' - 6" 65' - 6 1/4" 72 ' - 1 1 " 26 ' - 9 3 / 4 " 39 ' - 7 1 / 4 " 6' - 6 " 5' - 0 3/4"17' - 11" 4' - 0 " 3' - 1 0 " 10 ' - 1 3 / 4 " 23 ' - 8 3 / 4 " DPM DM CPM Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM: PB 2 0 1 5 . 0 1 Ba k e r y C a f e Bakery-Cafe: SYSTEM: G4 (ARIA) 34 5 R I V E R V I E W , WI C H I T A , K S 6 7 2 0 3 T 3 1 6 . 2 6 8 . 0 2 3 0 F 3 1 6 . 2 6 8 . 0 2 0 5 L K A R C H I T E C T U R E , I N C 5/ 3 0 / 2 0 1 9 2 : 2 5 : 0 9 P M A101 FLOOR PLAN - DIMENSIONED 19-0402 CAO, MH 17 5 0 S . S T A T E C O L L E G E BL V D . AN A H E I M , C A #3 2 7 1 3271 OP s P a c k a g e 3271 No.Description Date GENERAL NOTES: A. GC SHALL COORDINATE THE ANCHORING AND INSTALLATION OF THE ROOF TOP CONDENSER UNITS WITH THE FOOD SERVICE EQUIPMENT. B. REFER TO STRUCTURAL AND MEP DRAWINGS FOR RTU/CURB ANCHORING AND INSTALLATION. 3'-0" MIN. DPM DM CPM Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM: PB 2 0 1 5 . 0 1 Ba k e r y C a f e Bakery-Cafe: SYSTEM: G4 (ARIA) 34 5 R I V E R V I E W , WI C H I T A , K S 6 7 2 0 3 T 3 1 6 . 2 6 8 . 0 2 3 0 F 3 1 6 . 2 6 8 . 0 2 0 5 L K A R C H I T E C T U R E , I N C 5/ 3 0 / 2 0 1 9 3 : 0 1 : 4 2 P M A102 ROOF PLAN 19-0402 ARCV, MH 17 5 0 S . S T A T E C O L L E G E BL V D . AN A H E I M , C A #3 2 7 1 3271 OP s P a c k a g e 3271 1/4" = 1'-0" 1 Roof Plan RTU RTU RTU SL O P E 1 / 4 " = 1 ' - 0 " EF EF EF RTU ROOF HATCH EF SL O P E 1 / 4 " = 1 ' - 0 " SLOPE 1/4"=1'-0" No.Description Date F4 P4 P4 P2 G1 P1 P5 B3 EXTERIOR MATERIALS: P1 EIFS, DRYVIT 'LYMESTONE' TEXTURE- PAINTED, COLOR: BENJAMIN MOORE #995 'BERBER WHITE' [P159] ENDICOTT MANGANESE , 4" X 8" THIN BRICK, COLOR: IRONSPOT G1 ALUM. STOREFRONT, COLOR: DARK BRONZE B3 F4 FABRIC AWNING, COLOR: 'UNITY LEAF' FABRIC P4 METAL COPING: PRE-FINISHED, COLOR: DARK BRONZE P2 EIFS, DRYVIT 'LYMESTONE' TEXTURE- PAINTED, COLOR: BENJAMIN MOORE #1545 'IRON GATE' [P168] EFIS, DRYVIT 'LYMESTONE' TEXTURE-PAINTED, COLOR: BENJAMIN MOORE #985 'INDIAN RIVER' [P110] P3 P5 METAL FLASHING: PRE-FINISHED, COLOR: DARK BRONZE First Fl. -1/4" Parapet 4 25' -0" Parapet 5 22' -6" B.O. AWNING 10' -1 1/4"B.O. AWNING 9' -0" Parapet 2 22' - 4" T.O. BRICK 4' - 7 3/4" T.O. ROOF STRUCTURE 16' - 0" P4 B3 F4 ?F4F4 P2 DPM DM CPM Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM: PB 2 0 1 5 . 0 1 Ba k e r y C a f e Bakery-Cafe: SYSTEM: G4 (ARIA) 34 5 R I V E R V I E W , WI C H I T A , K S 6 7 2 0 3 T 3 1 6 . 2 6 8 . 0 2 3 0 F 3 1 6 . 2 6 8 . 0 2 0 5 L K A R C H I T E C T U R E , I N C 5/ 3 0 / 2 0 1 9 2 : 2 5 : 2 5 P M A106 ELEVATIONS 19-0402 17 5 0 S . S T A T E C O L L E G E BL V D . AN A H E I M , C A #3 2 7 1 3271 OP s P a c k a g e 3271 1/4" = 1'-0" 2 EXTERIOR ELEVATION - North No.Description Date 1/4" = 1'-0" 1 Exterior Elevation - West SIGNAGE BY OTHERS. SIGNAGE BY OTHERS. P2 B3 P5 P4 F4 P4 P4 P1 B3P2 GREEN SCREENS (TYP). EXTERIOR MATERIALS: P1 EIFS, DRYVIT 'LYMESTONE' TEXTURE- PAINTED, COLOR: BENJAMIN MOORE #995 'BERBER WHITE' [P159] ENDICOTT MANGANESE , 4" X 8" THIN BRICK, COLOR: IRONSPOT G1 ALUM. STOREFRONT, COLOR: DARK BRONZE B3 F4 FABRIC AWNING, COLOR: 'UNITY LEAF' FABRIC P4 METAL COPING: PRE-FINISHED, COLOR: DARK BRONZE P2 EIFS, DRYVIT 'LYMESTONE' TEXTURE- PAINTED, COLOR: BENJAMIN MOORE #1545 'IRON GATE' [P168] EFIS, DRYVIT 'LYMESTONE' TEXTURE-PAINTED, COLOR: BENJAMIN MOORE #985 'INDIAN RIVER' [P110] P3 P5 METAL FLASHING: PRE-FINISHED, COLOR: DARK BRONZE First Fl. -1/4" Parapet 3 21' - 6" Parapet 1 15' - 10" Parapet 4 25' - 0" B.O. AWNING 10' - 1 1/4"B.O. AWNING 9' - 0" Parapet 2 22' - 4" SIGNAGE BY OTHERS.SIGNAGE BY OTHERS. P2 P1 B3 B3 B3 ALUMINUM AWNING T.O. STOREFRONT 14' - 6" DPM DM CPM Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM: PB 2 0 1 5 . 0 1 Ba k e r y C a f e Bakery-Cafe: SYSTEM: G4 (ARIA) 34 5 R I V E R V I E W , WI C H I T A , K S 6 7 2 0 3 T 3 1 6 . 2 6 8 . 0 2 3 0 F 3 1 6 . 2 6 8 . 0 2 0 5 L K A R C H I T E C T U R E , I N C 5/ 3 0 / 2 0 1 9 2 : 2 5 : 3 2 P M A107 ELEVATIONS 19-0402 MH 17 5 0 S . S T A T E C O L L E G E BL V D . AN A H E I M , C A #3 2 7 1 3271 OP s P a c k a g e 3271 1/4" = 1'-0" 2 EXTERIOR ELEVATION - South No.Description Date 1/4" = 1'-0" 1 Elevation -East GENERAL NOTES: A. ALL GLAZING TO BE G1 UNLESS NOTED OTHERWISE. FOR STOREFRONT / WINDOW ELEVATIONS SEE SHEET A611. EXTERIOR MATERIALS: P1 EIFS, DRYVIT 'LYMESTONE' TEXTURE- PAINTED, COLOR: BENJAMIN MOORE #995 'BERBER WHITE' [P159] ENDICOTT MANGANESE , 4" X 8" THIN BRICK, COLOR: IRONSPOT G1 ALUM. STOREFRONT, COLOR: DARK BRONZE B3 F4 FABRIC AWNING, COLOR: 'UNITY LEAF' FABRIC P4 METAL COPING: PRE-FINISHED, COLOR: DARK BRONZE P2 EIFS, DRYVIT 'LYMESTONE' TEXTURE- PAINTED, COLOR: BENJAMIN MOORE #1545 'IRON GATE' [P168] EFIS, DRYVIT 'LYMESTONE' TEXTURE-PAINTED, COLOR: BENJAMIN MOORE #985 'INDIAN RIVER' [P110] P3 P5 METAL FLASHING: PRE-FINISHED, COLOR: DARK BRONZE First Fl. -1/4" Parapet 3 21' - 6" Parapet 1 15' -10" Parapet 4 25' - 0" Parapet 5 22' - 6" B.O. AWNING 9' - 0" T.O. BRICK 4' -7 3/4" T.O. ROOF STRUCTURE 16' - 0" P2 ALUMNINUM CANOPY SIGNAGE UNDER SEPARATE PERMIT. SIGNAGE UNDER SEPARATE PERMIT. B3 B3 P1 B3 T.O. STOREFRONT 14' - 6" First Fl. -1/4" Parapet 4 25' -0" B.O. AWNING 9' -0" Parapet 2 22' -4" T.O. BRICK 4' - 7 3/4" B.O. AWNING 10' - 0" T.O. ROOF STRUCTURE 17' - 6"T.O. ROOF STRUCTURE 16' -0" P2 P1 F4 B3 B3 T.O. STOREFRONT 14' -6" DPM DM CPM Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM: PB 2 0 1 5 . 0 1 Ba k e r y C a f e Bakery-Cafe: SYSTEM: G4 (ARIA) 34 5 R I V E R V I E W , WI C H I T A , K S 6 7 2 0 3 T 3 1 6 . 2 6 8 . 0 2 3 0 F 3 1 6 . 2 6 8 . 0 2 0 5 L K A R C H I T E C T U R E , I N C 5/ 3 0 / 2 0 1 9 3 : 0 1 : 4 6 P M A301 EXTERIOR ELEVATIONS 19-0402 ARCV, MH 17 5 0 S . S T A T E C O L L E G E BL V D . AN A H E I M , C A #3 2 7 1 3271 OP s P a c k a g e 3271 PARAPET SCREENED ROOF TOP UNIT. (TYP)PARAPET SCREENED ROOF TOP UNIT. (TYP) No.Description Date 1/4" = 1'-0" 1 EAST ELEVATION 1/4" = 1'-0" 2 NORTH ELEVATION P5 P5 P5 P5 GENERAL NOTES: A. ALL GLAZING TO BE G1 UNLESS NOTED OTHERWISE. FOR STOREFRONT / WINDOW ELEVATIONS SEE SHEET A611. EXTERIOR MATERIALS: P1 EIFS, DRYVIT 'LYMESTONE' TEXTURE- PAINTED, COLOR: BENJAMIN MOORE #995 'BERBER WHITE' [P159] ENDICOTT MANGANESE , 4" X 8" THIN BRICK, COLOR: IRONSPOT G1 ALUM. STOREFRONT, COLOR: DARK BRONZE B3 F4 FABRIC AWNING, COLOR: 'UNITY LEAF' FABRIC P4 METAL COPING: PRE-FINISHED, COLOR: DARK BRONZE P2 EIFS, DRYVIT 'LYMESTONE' TEXTURE- PAINTED, COLOR: BENJAMIN MOORE #1545 'IRON GATE' [P168] EFIS, DRYVIT 'LYMESTONE' TEXTURE-PAINTED, COLOR: BENJAMIN MOORE #985 'INDIAN RIVER' [P110] P3 P5 METAL FLASHING: PRE-FINISHED, COLOR: DARK BRONZE First Fl. -1/4" Parapet 1 15' -10" Parapet 4 25' - 0" Parapet 5 22' -6" B.O. AWNING 9' -0" T.O. BRICK 4' - 7 3/4" B.O. AWNING 10' -0" F4 P4 F4 B3 F4 F4P2 B3 SIGNAGE UNDER SEPARATE PERMIT SIGNAGE UNDER SEPARATE PERMIT First Fl. -1/4" Parapet 4 25' -0" Parapet 5 22' - 6" B.O. AWNING 9' - 0" T.O. BRICK 4' - 7 3/4" B.O. AWNING 10' -0" T.O. ROOF STRUCTURE 17' -6"T.O. ROOF STRUCTURE 16' - 0" P1 B3 P2 SIGNAGE UNDER SEPARATE PERMIT SIGNAGE UNDER SEPARATE PERMIT T.O. STOREFRONT 14' -6" DPM DM CPM Project Title: Professional Seal: Project Team: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM:CPM: PB 2 0 1 5 . 0 1 Ba k e r y C a f e Bakery-Cafe: SYSTEM: G4 (ARIA) 34 5 R I V E R V I E W , WI C H I T A , K S 6 7 2 0 3 T 3 1 6 . 2 6 8 . 0 2 3 0 F 3 1 6 . 2 6 8 . 0 2 0 5 L K A R C H I T E C T U R E , I N C 5/ 3 0 / 2 0 1 9 3 : 0 4 : 0 0 P M A302 EXTERIOR ELEVATIONS 19-0402 ARCV, MH 17 5 0 S . S T A T E C O L L E G E BL V D . AN A H E I M , C A #3 2 7 1 3271 OP s P a c k a g e 3271 PARAPET SCREENED ROOF TOP UNIT. (TYP) No.Description Date 1/4" = 1'-0" 1 WEST ELEVATION 1/4" = 1'-0" 2 SOUTH ELEVATION P5 P5 P5 P5 Fabric awning: Sunbrella #85003 unity leaf Wainscot: thin brick by Endicott Clay Products, color manganese ironspot, velour modular P3 P2 P1 B3 F4 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTIST DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.com CUSTOMERPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE standards and labeled accordingly.All electrical signs shall comply with the National according to Underwriters Laboratories U.L. 48Electric Code (Article 600) and be manufactured WDCarla M.31530.131530-1 3271 10/26/18WDsign revisions 11/01/18 JM added window sign 11/06/18 JM added window sign 11/06/18 JM Increased sign size 11/07/18 JM Increased sign size 11/08/18 JM Raised window sign 11/09/18 WD new elevations, signs & awnings 04/09/19 64 . 3 4 S Q . F T . SI G N E L E V A T I O N : 1 / 4 " = 1 ' - 0 " 2 9 ” 26 ’ - 7 ½ ” .0 4 0 A L U M . C H A N N E L 3" 10 ' E L E C . W H I P , CO N N E C T I O N T O P R I M A R Y B Y G . C . TR I M C A P 3/ 1 6 " A C R Y L I C F A C E WH I T E L . E . D . I L L U M I N A T I O N RE M O T E P O W E R S U P P L Y WE E P H O L E S I N C H A N N E L B O T T O M TY P . F A S C I A : E . I . F . S . O V E R P L Y W O O D OV E R M E T A L S T U D S - V . I . F . TY P I C A L C H A N N E L LE T T E R C R O S S S E C T I O N LA G S I N T O P L Y W O O D B L O C K I N G IN T E R N A L L Y I L L U M I N A T E D C H A N N E L L E T T E R S : • (# 2 4 4 7 W H I T E ) 3 / 1 6 " A C R Y L I C F A C E S • 1 ” BL A C K T R I M C A P • 4 ” DE E P A L U M . R E T U R N S P A I N T E D B M “Ch e a t i n g H e a r t ” • AL U M I N U M C O M P O S I T E B A C K S • (W H I T E ) L . E . D . I L L U M I N A T I O N • LO W V O L T A G E O U T P U T P O W E R S U P P L I E S • U. L . A N D M F G . L A B E L S • WE E P H O L E S R E Q U I R E D • MO U N T E D F L U S H T O W A L L WD back to Brandon...awning update 04/11/19 IL L U M I N A T E D W A L L L O G O S I G N : • AL U M I N U M F R A M E D C O N S T R U C T I O N • CL E A R L E X A N F A C E w / D I G I T A L L Y PR I N T E D G R A P H I C S : - ( P M S 1 3 4 5 U ) M O T H E R B R E A D L O G O w / PA N T O N E 4 7 6 C B R O W N D E T A I L S - ( W H I T E ) P A N E R A B R E A D C O P Y & “®” TR A D E M A R K • SE L F C O N T A I N E D P O W E R S U P P L Y w / EX T E R N A L D I S C O N N E C T S W I T C H • 2 3 / 8 ” DE E P C A B I N E T P A I N T E D B L A C K • PA N E L M O U N T E D F L U S H T O W A L L 24 " 24 " 5. 8 4 S Q . F T . 2 3 / 8 " 10 JM rev sign size & placement06/07/19 11 WD 07/07/19new elevations APPROVALS Engineering Sales EstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE according to Underwriters Laboratories U.L. 48 standards and labeled accordingly.All electrical signs shall comply with the National Electric Code (Article 600) and be manufactured 31530-11WD09/27/18 layout & color options WD sign revisions 10/31/18 WD sign revisions 11/01/18 ±7 1 ’-6 ” JM omitted panels and changed to perforated black faces, increased size11/07/18 RI G H T S I D E - N O R T H E L E V A T I O N : 1 / 8 ” = 1 ’-0 ” WH I T E L . E . D . I L L U M I N A T I O N BL A C K A L U M I N U M C H A N N E L 3" BL A C K F A B R I C A T E D A L U M . F A C E R E T A I N E R 3/ 1 6 " A C R Y L I C F A C E LO W V O L T A G E P O W E R S U P P L Y 3/ 8 " F A S T E N E R S T H R U P L Y W O O D DR I V E T H R U B O X S I G N S E C T I O N : N . T . S . 10 ' E L E C . W H I P . CO N N E C T I O N T O P R I M A R Y B Y G . C . WE E P H O L E S w / B A F F L E S BL O C K I N G B Y G . C . (3 ) I L L U M I N A T E D " D R I V E T H R U " S I G N C A B I N E T S : • AL U M I N U M C H A N N E L L E T T E R T Y P E C O N S T R U C T I O N • .0 4 0 A L U M . R E T U R N S , 3 " D E E P , P A I N T E D B L A C K • 3/ 1 6 " T H I C K W H I T E A C R Y L I C F A C E • BR O W N V I N Y L B A C K G R O U N D w / B L A C K O U T L I N E S AR O U N D W H I T E I L L U M I N A T E D L E T T E R S • BL A C K P A I N T E D A L U M . F A C E R E T A I N E R • WH I T E L . E . D . I L L U M I N A T I O N • WE E P H O L E S R E Q U I R E D • LO W V O L T A G E P O W E R S U P P L Y • FL U S H W A L L M O U N T • U. L . L A B E L O U T O F V I E W ±60 ”WD new elevations, signs & awnings 04/09/19 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTIST DRAWING NAMECUSTOMERWDCarla M.31530.2327110/26/18JMnew elevations 06/07/19 APPROVALS Engineering Sales EstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE Electric Code (Article 600) and be manufactured standards and labeled accordingly.according to Underwriters Laboratories U.L. 48All electrical signs shall comply with the National 31530-11WD09/27/18 layout & color options ±9 ’-0 ” WD sign revisions 10/31/18 WD sign revisions 11/01/18 ±7 3 ’-6 ” JM omitted panels and changed to perforated black faces, increased size11/07/18 JM Increased sign size 11/08/18 LE F T S I D E - S O U T H E L E V A T I O N : 1 / 8 ” = 1 ’-0 ” 1" x 2 ” AL U M I N U M EX T R U S I O N F R A M E FA B R I C E N D C A P S 4' - 0 " IN T E R I O R T R U S S Z C L I P S & F A S T E N E R S N. T . E . 2 4 ” AP A R T O . C . 4 ' - 0 " CO N F I R M F A S C I A CO N D I T I O N S DR I V E T H R U A W N I N G S E C T I O N O N L Y : 3 / 4 " = 1 ' - 0 " 2 4 " C . t o C . 15 3 ” A. G . 12 9 ” A. G . 15 6 ” A. G . 10 8 ” Ab o v e G r a d e AP P R O P R I A T E A N C H O R S EX T E R N A L L Y I L L U M I N A T E D D R I V E T H R U A W N I N G : • 1 ” x 2 ” x . 1 2 5 ” AL U M I N U M E X T R U S I O N W E L D E D F R A M E • FR A M E P O W D E R C O A T E D B M “Ch e a t i n g H e a r t ” • TR U S S S P A C I N G N . T . E . 2 4 " A P A R T O . C . • SU N B R E L L A # 8 5 0 0 3 “Un i t y L e a f ” GR E E N F A B R I C C O V E R • GR A Y P V C T R I M S T A P L E C O V E R • MO U N T U S I N G Z - C L I P S & A P P R O P R I A T E A N C H O R S • G. C . T O P R O V I D E 2 ” x 6 ” BL O C K I N G I F N E E D E D WD new elevations, signs & awnings 04/09/19 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTIST DRAWING NAMECUSTOMERWDCarla M.31530.3327110/26/18 IN T E R N A L L Y I L L U M I N A T E D C H A N N E L L E T T E R S : • (# 2 4 4 7 W H I T E ) 3 / 1 6 " A C R Y L I C F A C E S • 1 ” BL A C K T R I M C A P • 4 ” DE E P A L U M . R E T U R N S P A I N T E D B M “Cheating Heart ” • AL U M I N U M C O M P O S I T E B A C K S • (W H I T E ) L . E . D . I L L U M I N A T I O N • LO W V O L T A G E O U T P U T P O W E R S U P P L I E S • U. L . A N D M F G . L A B E L S • WE E P H O L E S R E Q U I R E D • MO U N T E D F L U S H T O W A L L WD rev. back to Brandon font 04/11/19 JM new elevations 06/07/19 64 . 3 4 S Q . F T . SI G N E L E V A T I O N : 1 / 4 " = 1 ' - 0 " 2 9 ” 26 ’- 7 ½ ” rev sign size & placement WD 07/07/19 APPROVALS Engineering Sales EstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE All electrical signs shall comply with the National according to Underwriters Laboratories U.L. 48Electric Code (Article 600) and be manufactured standards and labeled accordingly.31530-11WD09/27/18 layout & color options 10 WE S T E L E V A T I O N : 1 / 8 ” = 1 ’-0 ” WD sign detail removed 11/01/18 ±5 9 ’-4 ” 59 ' - 7 1 / 2 " ±1 3 0 ” ±1 3 0 ” ±2 1 0 ”WD new elevations, signs & awnings 04/09/19 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTIST DRAWING NAMECUSTOMERWDCarla M.31530.4-V2327110/26/18 .0 4 0 A L U M . C H A N N E L 3" 10 ' E L E C . W H I P , CO N N E C T I O N T O P R I M A R Y B Y G . C . TR I M C A P 3/ 1 6 " A C R Y L I C F A C E WH I T E L . E . D . I L L U M I N A T I O N RE M O T E P O W E R S U P P L Y WE E P H O L E S I N C H A N N E L B O T T O M TY P . F A S C I A : E . I . F . S . O V E R P L Y W O O D OV E R M E T A L S T U D S - V . I . F . TY P I C A L C H A N N E L LE T T E R C R O S S S E C T I O N LA G S I N T O P L Y W O O D B L O C K I N G IN T E R N A L L Y I L L U M I N A T E D C H A N N E L L E T T E R S : • (# 2 4 4 7 W H I T E ) 1 / 4 " A C R Y L I C F A C E S • (B L A C K ) P E R F O R A T E D V I N Y L O V E R L A Y S • 4 ” DE E P A L U M . R E T U R N S P A I N T E D S A T I N B L A C K • AL U M I N U M C O M P O S I T E B A C K S • (W H I T E ) L . E . D . I L L U M I N A T I O N • LO W V O L T A G E O U T P U T P O W E R S U P P L I E S • U. L . A N D M F G . L A B E L S • WE E P H O L E S R E Q U I R E D • MO U N T E D F L U S H T O W A L L WD rev. back to Brandon font 04/11/19 WD awning updates 04/11/19 JM new elevations 06/07/19 64 . 3 4 S Q . F T . SI G N E L E V A T I O N : 1 / 4 " = 1 ' - 0 " 2 9 ” 26 ’- 7 ½ ” rev sign size & placement WD 07/07/19 DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE Electric Code (Article 600) and be manufacturedAll electrical signs shall comply with the National standards and labeled accordingly.according to Underwriters Laboratories U.L. 48 31530.531530-11WD09/27/18 layout & color options 10 B L O C K I N G : 2 9 ” C . T O C . 3 / 8 EI F S FA S C I A 16 5 . 5 ” A. F . F . C L C L V A R I E S . ( N . T . S . ) 5 ’ - 0 ” IN T E R I O R T R U S S MI L I K E N M 1 3 H NO T T O E X C E E D 36 ” AP A R T O . C . 3 5 ” MI L I K E N M P 3 H EN D F R A M E MI L I K E N M 1 4 . 0 9 0 WA L L T U B E MP 3 H E X T R U S I O N M1 4 AW N I N G F R A M E S E C T I O N : 1 " = 1 ' - 0 " 36 ” 9' - 0 ” A. F . F . SI L I C O N E C A U L K @ T O P O F A W N I N G S AP P R O P R I A T E A N C H O R S MI L I K E N MP 3 H S 1/ 2 ” SO L I D A L U M . WE L D E D R O D EQ U A L EQ U A L EQUAL EQUAL EX T E R N A L L I G H T I N G S T Y L E S V A R Y , L A M P S B Y O T H E R S AW N I N G F R A M E D E T A I L S - T Y P I C A L : 1 / 2 " = 1 ' - 0 " LE N G T H S V A R Y , S E E B L D G . E L E V A T I O N D W G S . ( 1 5 ’-0 ”FRAME SHOWN) WO O D B L O C K I N G A T A L L A W N I N G S WH E N M O U N T E D o n E . I . F . S . F A S C I A 5 ' - 0 " ( V E R T I C A L D I M . ) 9' - 0 ” A. F . F . INTERIOR T R U S S E S N.T.E. 36"APART O . C . Z CLIPS WITH FASTENERS 1/ 2 " S O L I D A L U M . WE L D E D R O D CL PR O V I D E F I R E R E T A R D A N T S O L I D FL A M E C O A T E D F A B R I C C O V E R S AL U M I N U M F R A M E D S T O R E F R O N T A W N I N G S : • 1" x 2 ” X . 1 2 5 W A L L A L U M I N U M E X T R U S I O N W E L D E D F R A M E S • FR A M E S P O W D E R C O A T E D B E N J . M O O R E “ch e a t i n g h e a r t ” • TR U S S S P A C I N G N . T . E . 3 6 " A P A R T O . C . • SU N B R E L L A # 8 5 0 0 3 “Un i t y L e a f ” FA B R I C C O V E R S • 5 ” WH I T E C O P Y O N 8 ” HI G H R I G I D V A L A N C E ( 4 a w n i n g s ) • OP E N S O F F I T , O P E N E N D S • PV C T R I M S T A P L E C O V E R S • MO U N T E D U S I N G Z - C L I P S & A P P R O P R I A T E A N C H O R S • G. C . T O P R O V I D E B L O C K I N G I F N E E D E D TYPICALSUNBRELLA#85003 UNITY L E A F 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTISTCUSTOMERWDCarla M.3271 10/26/18 WE S T E L E V A T I O N A W N I N G S : 3 / 1 6 " = 1 ' - 0 " 5 ” WH I T E C O P Y C E N T E R E D O N 8 ” HIGH VALANCES EA S T E L E V A T I O N A W N I N G : 3 / 1 6 " = 1 ' - 0 " WD copy added 04/11/19 DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE Electric Code (Article 600) and be manufactured standards and labeled accordingly.All electrical signs shall comply with the National according to Underwriters Laboratories U.L. 48 31530.631530-11WD04/10/19 site plan updated 10 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTISTCUSTOMERWDCarla M.3271 10/26/18WDsite plan updates 04/11/19 1 E. K A T E L L A A V E . S.STATE COLLEGE BLVD. EX I S T . M O N U M E N T S I G N 2 3 456 7 8 9 10 11 12 17 5 0 S . S T A T E CO L L E G E B L V D . L A N D S C A P I N G 7 1 7 1 5 1 5 D T0 5 P R EV I E W M EN U S I G N D T 04 M E N U S I G N D T 0 1 M E N U C A N O P Y DT 2 0 DR I V E T H R U EXIST. M O N U M E N T S I G N EX I S T . M O N U M E N T S I G N T R A S H E N C L O S U R E 4 ,5 5 0 S Q F T P A N E R A B R E A D 1" = 5 0 ' - 0 " SI T E P L A N Si g n # 1 Si g n # 2 Sign #3 DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE standards and labeled accordingly.All electrical signs shall comply with the National according to Underwriters Laboratories U.L. 48Electric Code (Article 600) and be manufactured 31530.6b31530-11WD04/10/19 site plan updated 10 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTISTCUSTOMERWDCarla M.3271 10/26/18WDsite plan updated 04/11/19 D I R E C T I O N A L D T S I G N A G E M A I N E N T R A N C E 'R A P I D P I C K -U P 'P A R K I N G S I G N I N B O L L A R D SS 1 2 3 456 7 8 9 1 0 1 1 12 7 1 7 15 1 5 D I R E C T I O N A L D T S I G N A G E C L E A R A N C E B A R P R E V I E W B O A R DSERVICE D O O R 'T H A N K Y O U /D O N O T E N T E R 'S I G N A G E T R A S H E N C L O S U R E L A N D S C A P E A R E A C A N O P Y M E N U B O A R D P A T I O 4 ,5 5 0 S Q F T P A N E R A B R E A D L A N D S C A P E A R E A L A N D S C A P E A R E A L A N D S C A P E A R E A L A N D S C A P E A R E A P L A N T E R S D I R E C T I O N A L D T S I G N A G E SI T E P L A N : N O T T O S C A L E N DRIVE T H R U WAITING SIGN IN BOLLARD DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE standards and labeled accordingly.All electrical signs shall comply with the National Electric Code (Article 600) and be manufactured according to Underwriters Laboratories U.L. 48 31530.731530-11WD09/27/18 layout & color options 10 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTISTCUSTOMERWDCarla M.3271 10/26/18 EX I S T I N G C O N D I T I O N S - S I N G L E F A C E S I G N : N O T T O S C A L E SI G N P A N E L L A Y O U T S : • VI N Y L G R A P H I C S : “PA N E R A B R E A D . . . ” - M A T C H P M S # 5 7 5 7 u G R E E N ( O P A Q U E ) “SU B L E A S E T E N A N T ”- BLACK(1) FACE, (1) SIGN: FI E L D S U R VE Y R E Q U I R E D T O D E T E R M I N E F I N A L L A Y O U T & D I M E N S I O N S SIGN #1 WD layout updates 04/11/19 DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE standards and labeled accordingly.All electrical signs shall comply with the National Electric Code (Article 600) and be manufactured according to Underwriters Laboratories U.L. 48 31530.831530-1110 SI G N P A N E L L A Y O U T S : • VI N Y L G R A P H I C S : “PA N E R A B R E A D . . . ” - M A T C H P M S # 5 7 5 7 G R E E N ( O P A Q U E ) “SU B L E A S E T E N A N T ”- BLACK(2) FACES, (1) SIGN: FI E L D S U R VE Y R E Q U I R E D T O D E T E R M I N E F I N A L L A Y O U T & D I M E N S I O N S SI G N # 2 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTISTCUSTOMERWDCarla M.3271 10/26/18WDlayout updates 04/11/19 DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE All electrical signs shall comply with the National Electric Code (Article 600) and be manufactured according to Underwriters Laboratories U.L. 48 standards and labeled accordingly.31530.931530-11WD09/27/18 layout & color options 10 SI G N P A N E L L A Y O U T S : • VI N Y L G R A P H I C S : “PA N E R A B R E A D . . . ” - M A T C H P M S # 5 7 5 7 G R E E N ( O P A Q U E ) “SU B L E A S E T E N A N T ” - B L A C K (2 ) F A C E S , ( 1 ) S I G N : FI E L D S U R VE Y R E Q U I R E D T O D E T E R M I N E F I N A L L A Y O U T & D I M E N S I O N S 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTISTCUSTOMERWDCarla M.3271 10/26/18 SI G N # 3 SI D E A o f DO U B L E F A C E S I G N 3 6 " 37 ½ " DI R E C T I O N A L S I G N 3/ 4 " = 1 ' - 0 " DI R E C T B U R I A L I N FR E E - F O R M E D C O N C R E T E F O O T I N G 1 1 ½ " QU A N T I T Y : 3 QU A N T I T Y : 1 SI D E B o f DO U B L E F AC E S I G N 3¾"DIRECTIONALSIGN END VIEW 3/4" = 1'- 0" EL E C T R I C A L R E Q U I R E M E N T S : .5 A M P S @ 1 2 0 V O L T S TY P I C A L F O R A L L S I G N S DI R E C T I O N A L S I G N 3/ 4 " = 1 ' - 0 " SI D E A o f DO U B L E F A C E S I G N 3 6 " SI D E B o f DO U B L E F A C E S I G N IN T E R N A L L Y I L L U M I N A T E D D I R E C T I O N A L S I G N S • 3¾ " D E E P . 0 6 3 A L U M . R E T U R N S & 1 " A L U M . R E T A I N E R S PA I N T E D B L A C K ( S A T I N F I N I S H ) • CL E A R P O L Y C A R B O N A T E F A C E S • OP A Q U E P A N T O N E 5 7 5 7 U G R E E N B A C K G R O U N D • WH I T E C O P Y W I T H B L A C K O U T L I N E S • PA N T O N E 1 3 5 5 P E A C H A R R O W S I F R E Q U I R E D • WH I T E L . E . D . I L L U M I N A T I O N • BL A C K 2 " X 3 " X 1 / 4 " A L U M . S Q . T U B E P O S T S • SI N G L E F A C E S I G N S H A V E F I N I S H E D . 0 8 0 A L U M . B A C K S PA I N T E D B L A C K ( S A T I N F I N I S H ) • DI R E C T B U R I A L I N F R E E - F O R M E D C O N C R E T E F O O T I N G Si g n A r e a = 2 . 9 9 s q . f t . e a c h Si g n A r e a = 2 . 9 9 s q . f t . e a c h DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE All electrical signs shall comply with the National Electric Code (Article 600) and be manufactured according to Underwriters Laboratories U.L. 48 standards and labeled accordingly.31530.1131530-11WD04/10/19 revise quantities 10 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTISTCUSTOMERWDCarla M.3271 10/26/18 DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE All electrical signs shall comply with the National according to Underwriters Laboratories U.L. 48 standards and labeled accordingly.Electric Code (Article 600) and be manufactured 31530.1231530-11WD09/27/18 layout & color options 10 ME N U B O A R D E L E V A T I O N 1/ 2 " = 1 ' - 0 " 88 3/8 ” 5 7 ” 1 0 ” 4 ” 94½” PR E V I E W B O A R D E L E V A T I O N 1/ 2 " = 1 ' - 0 " 1 0 ” 56½” 3 6 ” 2 ” 2 0 ” 59½”21.97 sq.ft.34.98 sq.ft.5’-11”5’- 8” 6' - 9 " 3' - 3 " 9 ' - 9 " 9 ' - 0 " C L E A R A N C E 10 " x 1 0 " x 3 / 4 " T H I C K ST E E L B A S E P L A T E 4" D/ T H E I G H T C L E A R A N C E B A R 1/ 2 " = 1 ' - 0 " D/ T C A N O P Y E L E V A T I O N 1/ 2 " = 1 ' - 0 " 6" S T E E L S Q . T U B E 18 ¾ ” 3 2 . 5 ” 9 ' - 5 " 6' - 6 " 4 ” SC H . 4 0 S T E E L P I P E PA I N T E D B M # 2 1 3 4 - 2 0 “MI D S U M M E R N I G H T ” PA I N T E D B M # 2 1 3 4 - 2 0 “MI D S U M M E R N I G H T ” NO T E : N O T S H O W N O N S I T E P L A N 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTISTCUSTOMERWDCarla M.3271 10/26/18 DRAWING NAMEAPPROVALSEngineeringSalesEstimatingSignatures Required Before Release to Production DA TE DATE DATEBYBY BY REVISIONS 2 3 4 5 6 7 8 9NO. B Y DA TE DESCRIPTION676 GEORGE WASHINGTON HIGHWAY LINCOLN, RI 02865-4255 401-334-9100 401-334-7799 www.mandevillesign.comPHONEARTWORK EXCLUSIVE PROPERTY OF FAX WEB Production Quality Control PDF NAMEDATEDATEBYBY1917SINCE standards and labeled accordingly.All electrical signs shall comply with the National Electric Code (Article 600) and be manufactured according to Underwriters Laboratories U.L. 48 31530.1331530-11WD04/10/19 revise to bollard type 10 1750 S. State College Blvd.ANAHEIM, CA LOCATIONSTORE NUMBER PROJECT M A N A G E R DATE ARTISTCUSTOMERWDCarla M.3271 10/26/18 1. 9 ” O. D . 8 ’ - 0 ” M A T C H L O C A L F R O S T D E P T H OP T I O N A L C E M E N T FI L L E D B O L L A R D MO U N T I N G M E T H O D Si l v e r f i n i s h BO L L A R D AN D P O S T BY O T H E R S 12 ” 18 ”SC A L E : 1 / 2 ” = 1 ’- 0 ” (3 ) S / F S I G N S R E Q U I R E D 12 ” (2 ) R E Q U I R E D SC A L E : 1 ” = 1 ’- 0 ” SI N G L E - S I D E D T R A F F I C C O N T R O L S I G N S : • WH I T E . 0 8 0 A L U M I N U M P A N E L S (D O N O T P R E - D R I L L H O L E S ) • RE F L E C T I V E , D I G I T A L L Y P R I N T E D V I N Y L G R A P H I C S WI T H C L E A R O V E R L A M I N A T E • 10 ' H E A V Y D U T Y U - I R O N S U P P O R T P O S T S • FR E E F O R M E D C O N C R E T E F O O T I N G S 12 ” 18 ” (1) REQUIREDSCALE: 1 ”= 1 ’- 0 ”WD add drive thru waiting sign 04/11/19 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net City of Anaheim PLANNING DEPARTMENT There is no new correspondence regarding this item.