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HomeMy WebLinkAbout2.0_Bristol Chevron Service Station_PA2012-073CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT September 20, 2012 Planning Commission Hearing Agenda Item No. 2 SUBJECT: Bristol Chevron Service Station (PA2012 -073) 2121 Bristol Street Conditional Use Permit No. UP2012 -012 APPLICANT: Chevron Products, Co. PLANNER: Melinda Whelan, Assistant Planner (949) 644 -3221, mwhelan(c�newportbeachca.gov PROJECT SUMMARY Amend the existing use permit to construct the following: a 2,945- square -foot convenience store, an additional automated car wash bay next to an existing renovated car wash bay, a new canopy with five new dispensers, and a trash enslosure with recycling bins. Demolition would include three service bays, a snack shop, an existing canopy and six dispensers. The existing underground storage tanks and the Healy clean air system will remain. Also included in the request is a Type 20 (Off Sale Beer & Wine) ABC license. BACKGROUND The item was continued from August 23, 2012, to allow staff and the applicant to re- consider the feasibility of eliminating any of the existing driveways. ANALYSIS The complete report and analysis can be found in the August 23, 2012 staff report in Attachment No. PC 2. The City Traffic Engineer and the applicant reviewed the site circulation including the impacts and feasibility of driveway consolidation. General Plan Policy CE 2.2.4 calls for, wherever possible, the consolidation of driveways on arterial streets to maintain a desired quality of traffic flow. A driveway closure would also create more area for landscaping. The analysis with the City Traffic Engineer resulted in the determination that all driveways should remain to ensure efficient on and off -site circulation. However, it was determined that the Irvine Avenue driveway closest to the Bristol Street intersection should be narrowed and additional landscape area provided. As a result, staff has revised the condition included in the September 6, 2012, memo as follows: Bristol Chevron Service Station Page 2 57. Prior to the issuance of building permits, the applicant shall work with the Traffic Engineer to reduce the width of the existing driveway along Irvine Avenue, closest to the intersection of Irvine Avenue and Bristol Street. The width of the driveway shall be reduced from 39 -feet, 6- inches to 25 -feet (the minimum required for two - way traffic). The area of the closed driveway shall be replaced by additional landscaping. The final circulation design and landscape plans shall be approved by the City Traffic Engineer and the Community Development Director. This revised condition of approval is included in the draft resolution (Attachment No. PC 1). Alternatives 1. The Planning Commission may suggest specific project modifications or operational changes that are necessary to alleviate concerns. If the changes are substantial, the item should be continued to a future meeting to allow redesign of the project. 2. If the Planning Commission believes that there are insufficient facts to support the findings for approval, the Planning Commission should deny the application requests (Attachment No. PC 3). In which case, UP3010A will remain in effect unless action is taken to revoke this permit. RECOMMENDATION 1) Conduct a public hearing; and 2) Adopt Resolution No. approving Conditional Use Permit No. UP2012 -012 No. (Attachment No. PC 1). Prepared by: Submitted by: C Melinda Whelan r n a Wisnes{ i, rICP, Deputy Director Assistant Planner ATTACHMENTS PC 1 Draft Resolution with Findings and Conditions PC 2 August 23, 2012 Staff Report including attachments PC 3 Draft Resolution for Denial PC 4 Plans Attachment No. PC 1 Draft Resolution with Findings and Conditions RESOLUTION NO. 2012- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH APPROVING CONDITIONAL USE PERMIT NO. 2012 -012 FOR A NEW CONVENIENCE MARKET, AN ADDITIONAL CAR WASH BAY NEXT TO AN EXISTING RENOVATED CAR WASH BAY, A NEW CANOPY AND DISPENSERS, A TRASH ENCLOSURE WITH RECYCLING BINS, THE INTRODUCTION OF OFF -SITE BEER AND WINE SALES (TYPE 20), AND DEMOLITION OF SERVICE BAYS AT AN EXISTING SERVICE STATION LOCATED AT 2121 BRISTOL STREET (PA2012 -073) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: 601:1 09 Is] ►`IIIIIII&Ir_101LVAla.rr•»y_T"1601 1. An application was filed by Chevron Products Co., with respect to property located at 2121 Bristol Street, and legally described as shown on a map filed in Book 179, Page 48 of Parcel Maps in the office of the Orange County Recorder requesting approval of a conditional use permit. 2. The applicant proposes a conditional use permit to construct the following: a 2,945 - square -foot convenience store, an additional car wash bay next to an existing renovated car wash bay, a new canopy with five new dispensers, and a trash enclosure with recycling bins. Demolition would include three service bays, a snack shop, an existing canopy and six dispensers. The existing underground storage tanks and the Healy clean air system will remain. Also included in the request is a Type 20 (Off Sale Beer & Wine) ABC license. 3. The subject property is located within the Commercial General (CG) Zoning District and the General Plan Land Use Element category is General Commercial (CG). 4. The subject property is not located within the coastal zone. 5. A public hearing was held on August 23, 2012 in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. At this meeting the Planning Commission continued this item until September 6, 2012. 6. A public hearing was held on September 6, 2012 in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. At this meeting the Planning Commission continued this item until September 20. 2012. Planning Commission Resolution No. Paqe 2 of 15 7. A public hearing was held on September 20, 2012 in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project has been determined to be categorically exempt under the requirements of the California Environmental Quality Act under Class 32 (In -fill Development Projects). Class 32 consists of projects characterized as in -fill development meeting the conditions described in this section. (a) The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. The subject property has a land use designation of General Commercial (CG) within the General Plan. The CG designation is intended to provide for a wide variety of commercial activities oriented primarily to serve citywide or regional needs. Fuel /service stations, convenience stores, and car washing facilities are permitted uses within this land use designation. The property is located within the Commercial General (CG) Zoning District. The convenience market and automated car wash uses are permitted as accessory uses to the service station with approval of a conditional use permit (CUP). (b) The proposed development occurs within city limits on a project site of no more than five acres substantially surrounded by urban uses. The project site is located at the intersection of Irvine Avenue and Bristol Street, which are designated as "major roads" in the Circulation Element of the General Plan. This site is 39,956 square feet (0.92 acre) in area and is completely surrounded by urban uses. The Del Taco parking lot is directly adjacent the southeast property line. Adjacent the southwest property line are two parcels (under common ownership). The parcel fronting on Irvine Avenue is developed with a mini mart and the land locked property to the rear is developed with a vacant commercial office building which is currently being used for private storage by the mini mart owner. (c) The project site has no value as habitat for endangered, rare or threatened species. The site is currently fully developed with an existing service station and paved surface parking lot, and does not contain any habitat for endangered, rare or threatened species. Vegetation that exists on -site consists of non - native ornamental landscaping. Tmplt: 04/14/10 Planning Commission Resolution No. Paqe 3 of 15 (d) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality. Traffic: Per comments from the Public works Department, the proposed project will not result in additional trip generation per ITE standards. Noise: The proposed redevelopment of the existing service station and addition of an automated car wash bay will not generate a substantial increase in noise levels as compared to the existing service station operation. The car wash bays have been designed and hours have been limited to 7:00 a.m. to 10:00 p.m. to comply with the noise ordinance. Air Quality: The addition of the car wash bay and larger convenience store will not result in an overall increase in the average daily trips (ADT) to the site. The applicant expects construction to take place in two phases. The first phase will take approximately 3 months and the second phase will take a maximum 3 months. The project will be conditioned to comply with the regional AQMP established by the SCAQMD. This will ensure that any construction impacts are minimized. Water Quality: The applicant has completed a Water Quality Management Plan (WQMP) and will be required to comply with all requirements of the Zoning Code and Municipal Code related to water quality. (e) The site can be adequately served by all required utilities and public services. Sewer collection and wastewater treatment services are provided by the City of Newport Beach and the Orange County Sanitation District. All utilities (i.e. electricity, natural gas, and telephone) are currently available and serve the existing site. Fire and police protection facilities and services are located off of Jamboree Road on Santa Barbara Drive. SECTION 3. REQUIRED FINDINGS. In accordance with Section 20.48.030 (Alcohol Sales) of the Newport Beach Municipal Code, the following findings and facts in support of the findings for a use permit are set forth: Finding A. The use is consistent with the purpose and intent of Section 20.48.030 (Alcohol Sales of the Zoning Code. Tmplt: 04/14/10 Planning Commission Resolution No. Paqe 4 of 15 Facts in Support of Finding A. -1. The project has been reviewed and conditions of approval are included to ensure that the purpose and intent of Section 20.48.030 (Alcohol Sales) of the Zoning Code is maintained and that a healthy environment for residents and businesses is preserved. The service of beer and wine is intended for the convenience of customers using the service station. Operational conditions of approval recommended by the Police Department relative to the sale of alcoholic beverages will ensure compatibility with the surrounding uses and minimize alcohol related impacts. In accordance with Section 20.52.020.F of the Newport Beach Municipal Code, the following findings and facts in support of the findings for a use permit are set forth: Finding B. The use is consistent with the General Plan and any applicable specific plan; Facts in Support of Finding B. -1. The subject property has a land use designation of General Commercial (CG) within the General Plan. The CG designation is intended to provide for a wide variety of commercial activities oriented primarily to serve citywide or regional needs. Fuel /service stations, convenience stores, and car washing facilities are permitted uses within this land use designation. The service station, proposed remodel, and addition of car wash bays are consistent with this designation. B. -2. The service station development is located adjacent to Irvine Avenue and Bristol Street, which consist of six lanes each. Bristol Street provides a major transportation route connecting with the 73 Freeway. The proposed service station development will provide services for visitors to the City as well as residents and employees of businesses located within the area and throughout the City. B. -3. The subject property is not part of a specific plan area. Finding C. The use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code; Facts in Support of Finding C. -1. The site is located in the Commercial General (CG) Zoning District. The CG zoning district is intended to provide for areas appropriate for a wide variety of commercial activities oriented primarily to serve City -wide or regional needs. The proposed service station development is located at the intersection of two major roads and will provide services for visitors to the City as well as residents and employees of businesses located within the area and throughout the City. Tmplt: 04/14/10 Planning Commission Resolution No. Paqe 5 of 15 Finding D. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity; Facts in Support of Findinq D. -1. The subject site is located at the southeast corner of the intersection of Bristol Street and Irvine Avenue. The site is surrounded by commercial properties. The site provides a convenient location for visitors to the area, residents and employees of the neighboring areas to purchase fuel and convenience items. Conditions of approval are included to minimize, to the greatest extent possible, any impacts to the surrounding residential and commercial uses. D. -2. The size of the site (0.92 acres) complies with the standards of the Zoning Code related to minimum land area for service stations and car washing facilities and vehicular access to the site is provided via four existing driveways, two adjacent to Irvine Avenue and two adjacent to Bristol Street. The project is located and designed to provide adequate circulation and parking on -site for the service station, convenience market area, and the car wash bays. D. -3. The hours of operation of the service station and convenience market, currently 24- hours, seven - days -a -week, will remain the same. The original use permit did not limit the hours of operation for the service station. It has been operating 24- hours, seven - days -a -week for an indeterminate time and has not proven detrimental to the neighborhood or City. The project includes conditions of approval to ensure that potential conflicts are minimized to the greatest extent possible. D.4. The automated car wash bays will be located at the rear of the site where the existing car wash has been located since 1987 to provide adequate circulation and parking. The existing car wash does not have any history of negative impacts to the site or the surrounding area. The use permit includes conditions of approval requiring that the car wash hours of operation are limited to 7:00 a.m. until 10:00 p.m. to comply with the City's exterior noise standards. Finding E. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities; and Facts in Support of Finding E. -1. The project is located at the intersection of two major roads. The area of the site (0.92 acres) meets the minimum size requirements for service stations required by the Zoning Code, and is large enough to provide adequate access, circulation and on -site parking to permit the new convenience store and two car wash bays. Tmplt: 04/14/10 Planning Commission Resolution No. Paqe 6 of 15 E. -2. The subject site is developed with the existing service station operation and there is adequate public and emergency vehicle access, public services, and utilities, which are existing on the site to accommodate the proposed project development. E. -3. The improvements to the project site will comply with all Building, Public Works, and Fire Codes. All ordinances of the City and all conditions of approval will be complied with. Finding F. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. Facts in Support of Finding F. -1. The existing service station has been in operation since 1982 pursuant to Use Permit No. 3010 (which was for reconstruction of the older service station), has not proven detrimental to the area, and has demonstrated that it is compatible with the neighboring commercial uses. Furthermore, Use Permit No. 3010 A. was approved in 1987 for the addition of an automated car wash which also has not proven detrimental to the area and has demonstrated compatibility with the neighborhood. F. -2. Conditions of approval are included in the draft resolution, which will ensure that potential conflicts with the surrounding commercial land uses are minimized to the greatest extent possible. F. -3. The automated car wash bays will be located at the rear of the site to maintain adequate circulation and parking on the site. The conditional use permit includes conditions of approval requiring that the hours of operation be limited to 7:00 a.m. until 10:00 p.m. to comply with the City's exterior noise standards. F. -4. The operational conditions of approval recommended by the Police Department relative to the sale of alcoholic beverages will ensure compatibility with the surrounding uses and minimize any impacts to the surrounding area, which are related to the sale of alcohol from the convenience store. Facts in Support of Finding G. -1. The overall site plan and architectural design of the existing service station and proposed car wash operation are consistent with the City of Newport Beach Design Guidelines: Automobile Service Stations and Washing. Tmplt: 04/14/10 Planning Commission Resolution No. Paqe 7 of 15 SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach hereby approves Conditional Use Permit Application No. UP2012 -012, subject to the conditions set forth in draft resolution, which is attached hereto and incorporated by reference. 2. This action shall become final and effective fourteen days after the adoption of this Resolution unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. PASSED, APPROVED AND ADOPTED THIS 201h DAY OF SEPTEMBER, 2012. AYES: NOES: ABSTAIN: ABSENT: BY: Michael Toerge, Chairman M Fred Ameri, Secretary Tmplt: 04/14/10 Planning Commission Resolution No. Paqe 8 of 15 EXHIBIT "A" CONDITIONS OF APPROVAL PLANNING 1. This resolution supersedes Planning Commission Use Permit Nos. UP3010 and UP3010 A, which upon vesting of the rights authorized by this application, shall become null and void six months following the issuance of building permits for the proposed project. 2. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 3. The development shall be in substantial conformance with the approved site plan, floor plan(s), and building elevation(s) stamped and dated with the date of this approval. (Except as modified by applicable conditions of approval). 4. Hours of operations for the car wash shall be limited to 7:00 a.m. until 10:00 p.m. daily. The hours of operation of the service station and convenience market (24 hours -a -day, 7 days -a -week) are permitted to continue. 5. The existing fuel tank vents (EVR) shall be screened and painted to blend in with the landscaping and existing property line wall. 6. This Use Permit may be modified or revoked by the City Council or the Planning Commission should they determine that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 7. The applicant is required to obtain all applicable permits from the City Building and Fire Departments. The construction plans must comply with the most recent, City- adopted version of the California Building Code. The construction plans must meet all applicable State Disabilities Access requirements. Approval from the Orange County Health Department is required prior to the issuance of a building permit. 8. Any change in operational characteristics, hours of operation, expansion in area, or other modification to the approved plans, shall require an amendment to this Use Permit or the processing of a new Use Permit. 9. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Use Permit. Tmplt: 04/14/10 Planning Commission Resolution No. Paqe 9 of 15 10. This approval was based on the particulars of the individual case and does not in and of itself or in combination with other approvals in the vicinity or Citywide constitute a precedent for future approvals or decisions. 11. Use Permit No. 2012 -012 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.54.60 of the Newport Beach Municipal Code, unless an extension is otherwise granted. 12. Should this business be sold or otherwise come under different ownership, any future owners or assignees shall be notified in writing of the conditions of this approval by the current owner or leasing company. NOISE 13. As recommended in the noise study, the renovated car wash and additional bay shall be improved with the Noise Silencer Package. LIGHTING 14. Exterior light sources shall be shielded from view and directed away from adjacent properties in compliance with Section 20.30.070 (Outdoor Lighting). Luminaries shall be of a low - level, indirect diffused type and shall not exceed a height of 20 feet above existing grade. 15. Prior to issuance of the certificate of occupancy or final of building permits, the applicant shall schedule an evening inspection by the Code Enforcement Division to confirm control of light and glare specified per condition of approval LIGHTING, No.2. An additional photometric study may be required by the Code Enforcement Department. SIGNAGE 16. New signs or changes to existing signs shall comply with sign regulations required in Zoning Code Section 20.42.080.K.3 (Service Station Signs), as well as City Standard 110 -L to ensure adequate site distance. LANDSCAPING 17. The plant palette of the new landscaping shall be complimentary to the palette provided by the Bristol Street South Landscape Revitalization Project approved by City Council on January 10, 2012. The final landscaping plan shall be subject to review and approval by the Planning Division prior to issuance of a building permit. 18.The project shall comply with Chapter 14.17 (Water Efficient Landscaping) of the Municipal Code, if applicable. The Planning and Building Divisions shall approve the final landscape planting and sprinkler irrigation plans and specifications before issuance of a building permit. Tmplt: 04/14/10 Planning Commission Resolution No. Pape 10 of 15 19.All landscape materials, landscaped areas, and irrigation systems shall be installed and maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 20. Prior to the final of building permits, the applicant shall schedule an inspection by the Planning Division to confirm that all landscaping was installed in accordance with the approved plan. 21. Reclaimed water shall be used whenever available, assuming it is economically feasible. 22. New landscaping shall incorporate drought - tolerant plant materials and drip irrigation systems where possible. 23. Watering shall be done during the early morning or evening hours (between 4:00 p.m. and 9:00 a.m.) to minimize evaporation the following morning. ALCOHOL SALES 24.A Special Events Permit is required for any event or promotional activity outside the normal operational characteristics of the approved use, as conditioned, or that would attract large crowds, involve the sale of alcoholic beverages, include any form of on -site media broadcast, or any other activities as specified in the Newport Beach Municipal Code to require such permits. 25.All exits shall remain free of obstructions and available for ingress and egress at all times. 26.All owners, managers, and employees selling alcoholic beverages shall undergo and successfully complete a certified training program in responsible methods and skills for selling alcoholic beverages. The certified program must meet the standards of the California Coordinating Council on Responsible Beverage Service or other certifying /licensing body, which the State may designate. The establishment shall comply with the requirements of this section within 180 days of the issuance of the certificate of occupancy. Records of each owner's, manager's and employee's successful completion of the required certified training program shall be maintained on the premises and shall be presented upon request by a representative of the City of Newport Beach. 27. No alcoholic beverages shall be sold between the hours of 2:00 a.m. to 6:00 a.m. 28. There shall be no exterior advertising or signs of any kind or type, including advertising directed to the exterior from within, promoting or indicating the availability of alcoholic beverages. Interior displays of alcoholic beverages or signs that are clearly visible to the exterior shall constitute a violation of this condition. Tmplt: 04/14/10 Planning Commission Resolution No. Pape 11 of 15 29. The displays, shelving, etc. shall be positioned in such a way that the clerk can be seen from outside of the building. 30.The applicant shall post and maintain a professional quality sign facing the premise's parking lot(s) that reads as follows: NO LOITERING, NO LITTERING NO DRINKING OF ALCHOLIC BEVERAGES VIOLATORS ARE SUBJECT TO ARREST The sign shall be at least two feet square with two inch block lettering. The sign shall be printed in English and Spanish. 31. No alcoholic beverages shall be consumed on any property adjacent to the licensed premises under the control of the license. 32. Beer, malt beverages, and wine coolers in containers of 16 oz. or less shall not be sold by single container, but must be sold in manufacturer pre - packaged multi -unit quantities. 33. Wine shall not be sold in bottles or containers smaller than 750 ml. 34. No person under the age of 21 shall sell or deliver alcoholic beverages. VEHICLE USES 35. Fuel delivery trucks shall not obstruct the public right of way during delivery or any other time. Fuel delivery trucks shall not access the site during peak traffic periods (8:00 a.m. to 10:00 a.m. and 4:00 p.m. to 6:00 p.m.). BUILDING 36. Building permits and plan review are required for each structure. 37. All work shall comply with the current California Building Code (CBC) and related codes at the time of plan submittal. 38.The renovated car wash may be subject to CalGreen compliance for existing nonresidential buildings as required by CalGree Section 5.701. 39. Full access compliance is required throughout the project buildings, site work and pump islands. See CBC 1 101 B and 1 101 C for specific requirements. 191MI 40.Any aboveground or underground vent piping removal must be disposed of in accordance with federal and state regulations. California Fire Code Section 3404.2.14.2 Tmplt: 04/14/10 Planning Commission Resolution No. Pape 12 of 15 41.An underground tank inventory control and leak detection system must be provided for the existing underground tanks upon construction of the new dispensers and structure. C.F.C. Chapter 34. 42. New dispensing devices must be protected as per C.F.C. Sec. 2203.1.1. 43. An emergency disconnect switch for exterior fuel dispensers must be provided as per C.F.C. Sec. 2203.2. 44. Dispensing operations must comply with C.F.C. Sec. 2204 and 2205. 45. A fire extinguisher with a minimum rating of 2A 20BC shall be provided and located such that an extinguisher is not more than 75 -feet from pumps, dispensers, and car wash. In addition, a 2A 10BC fire extinguisher will be required in the convenience store with a travel distance no to exceed 75 -feet to an extinguisher. C.F.C. Sec.2205.5. 46. A knox box which contains building keys will be required with the new construction of the convenience store. PUBLIC WORKS /UTIILITIES 47. Prior to issuance of the certificate of occupancy or final of building permits, reconstruct the existing and /or otherwise damaged concrete sidewalk panels along the Bristol Street and Irvine Avenue frontages. 48. Prior to issuance of the certificate of occupancy or final of building permits, reconstruct the existing broken and /or otherwise damaged concrete curb and gutter along the Bristol Street Irvine Avenue frontages. 49. Prior to issuance of the certificate of occupancy or final of building permits, a minimum 12 -inch wide by 12 -inch deep full depth AC patchback is required against the new edge of gutter along the length of all curb and gutter and curb access ramp reconstruction work. Tack coat all joint surfaces prior to patchback placement. 50. Upon reconstruction of broken and /or otherwise damaged sidewalk, curb and gutter, along Bristol Street and Irvine Avenue, the existing curb access ramps shall be upgraded to current ADA standards prior to issuance of the certificate of occupancy or final of building permits. 51. All existing overhead utilities shall be undergrounded. 52. Prior to issuance of the certificate of occupancy or final of building permits, all existing private, non - standard improvements within the public right -of -way and /or extensions of private, non - standard improvements into the public right -of -way fronting the development site shall be removed. 53. An encroachment permit is required for all work activities within the public right -of -way. Tmplt: 04/14/10 Planning Commission Resolution No. Pape 13 of 15 54. The construction plans shall depict the parking layout consistent with City standard STD - 805-L-A and STD - 805 -L -B. One -way drive aisles shall be a minimum of 14 feet wide. Two -way drive aisles shall be a minimum of 26 feet wide. 55. Prior to issuance of permits, final parking and circulation design shall be subject to further review by the City Traffic Engineer. 56. Site access shall be designed to comply with the City's sight distance standard STD -110- L. 57. Prior to the issuance of building permits, the applicant shall work with the Traffic Engineer to reduce the width of the existing driveway along Irvine Avenue, closest to the intersection of Irvine Avenue and Bristol Street. The width of the driveway shall be reduced from 39 -feet, 6- inches to 25 -feet (the minimum required for two -way traffic). The area of the closed driveway shall replaced by additional landscaping. The final circulation design and landscape plans shall be approved by the City Traffic Engineer and the Community Development Director. CONTRUCTION 58. Prior to commencement of demolition and grading of the project, the applicant shall submit a construction management and delivery plan to be reviewed and approved by the Public Works Department, if required. The plan shall include discussion of project phasing; parking arrangements for both sites during construction; anticipated haul routes; and construction mitigation. Upon approval of the plan, the applicant shall be responsible for implementing and complying with the stipulations set forth in the approved plan. 59. Traffic control and truck route plans shall be reviewed and approved by the Public Works Department before their implementation, if required. Large construction vehicles shall not be permitted to travel narrow streets as determined by the Public Works Department. Disruption caused by construction work along roadways and by movement of construction vehicles shall be minimized by proper use of traffic control equipment and flagman. 60.A haul route permit shall be required for any large construction related vehicle (i.e. dirt hauling vehicle). 61. The applicant shall employ the following best available control measures ( "BACMs ") to reduce construction- related air quality impacts: a. Dust Control • Water all active construction areas at least twice daily. • Cover all haul trucks or maintain at least two feet of freeboard. • Pave or apply water four times daily to all unpaved parking or staging areas. Tmplt: 04/14/10 Planning Commission Resolution No. Pape 14 of 15 • Sweep or wash any site access points within two hours of any visible dirt deposits on any public roadway. • Cover or water twice daily any on -site stockpiles of debris, dirt or other dusty material. • Suspend all operations on any unpaved surface if winds exceed 25 mph. b. Emissions • Require 90 -day low -NOx tune -ups for off road equipment. • Limit allowable idling to 30 minutes for trucks and heavy equipment. 62. Prior to issuance of final grading permits, the applicant shall prepare a final Project Water Quality Management Plan (WQMP) for the proposed project, subject to the approval of the Building Department and Code and Water Quality Enforcement Division. The WQMP shall provide appropriate Best Management Practices (BMPs) to ensure that no violations of water quality standards or waste discharge requirements occur. 63.A list of "good house - keeping" practices will be incorporated into the long -term post - construction operation of the site to minimize the likelihood that pollutants will be used, stored or spilled on the site that could impair water quality. These may include frequent parking area vacuum truck sweeping, removal of wastes or spills, limited use of harmful fertilizers or pesticides, and the diversion of storm water away from potential sources of pollution (e.g., trash receptacles and parking structures). The Stage 2 WQMP shall list and describe all structural and non - structural BMPs. In addition, the WQMP must also identify the entity responsible for the long -term inspection, maintenance, and funding for all structural (and if applicable Treatment Control) BMPs. ENVIRONMENTAL 64. Prior to the issuance of grading or building permits, the applicant shall submit written documentation from the Orange County Department of Environmental Health, the Certified Unified Program Agency (CUPA) for Orange County, verifying that the project site is in compliance with all applicable Underground Storage Tank (UST) requirements, that the project site has passed any applicable UST site pollution testing and that the repair, maintenance and removal of any existing USTs is being performed in accordance with Orange County Department of Environmental Health (CUPA) regulations and policies. 65.Additional samples shall be collected beneath removed features (hydraulic lifts within service bays and clarifier) and analyzed for SVOCs (by EPA method 8270) VOCs (by method 8260B), and TPH (CC1D by EPA method 8015). Results shall be submitted within 45 days of sampling activity. Impacted results could require additional assessment or removal. 66.To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and Tmplt: 04/14/10 Planning Commission Resolution No. Pape 15 of 15 expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of the (Bristol Chevron Service Station) project including, but not limited to, (Use Permit No. 2012 -012) and the determination that the project is exempt under the requirements of the California Environmental Quality Act. This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and /or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Tmplt: 04/14/10 Attachment No. PC 2 August 23, 2012 Staff Report including attachments CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT August 23, 2012 Agenda Item 2 SUBJECT: Bristol Chevron Service Station (PA2012 -073) 2121 Bristol Street Conditional Use Permit No. UP2012 -012 APPLICANT: Chevron Products, Co. PLANNER: Melinda Whelan, Assistant Planner (949) 644 -3221, mwhelan(c�newportbeachca.gov PROJECT SUMMARY Amend the existing use permit to construct the following: a 2,945- square -foot convenience store, an additional automated car wash bay next to an existing renovated car wash bay, a new canopy with five new dispensers, and a trash enslosure with recycling bins. Demolition would include three service bays, a snack shop, an existing canopy and six dispensers. The existing underground storage tanks and the Healy clean air system will remain. Also included in the request is a Type 20 (Off Sale Beer & Wine) ABC license. RECOMMENDATION 1) Conduct a public hearing; and 2) Adopt Resolution No. _ approving Conditional Use Permit No. UP2012 -012 No. (Attachment No. PC 1). Bristol Service Station August 23, 2012 Page 2 LOCATION VICINITY MAP ZONING CURRENT USE ON -SITE 3822 '3831 3800. 38/1 - Chevron Service Station n. 3T 0 2011 3843:, N/A N/A . 3833 ' 2001 (' 3720 '• ! Bristol Service Station August 23, 2012 Page 3 Proiect Settin The existing service station site (39,956 square feet, 0.92 acre) is located at the southeast corner of the intersection of Bristol Street and Irvine Avenue. The Del Taco parking lot is directly adjacent the southeast property line. Adjacent the southwest property line are two parcels. The parcel fronting on Irvine Avenue is developed with a mini mart. The land locked property to the rear is developed with a vacant commercial office building which is currently being used for private storage by the mini mart owner. The project site is currently developed with a Chevron gas station which was permitted as reconstruction of an older gas station under Use Permit No. 3010 in 1982 and amended in 1987 to construct an automated car wash. A copy of the Use Permits are provided in Attachment No. PC 3. Project Description Amend the existing Use Permit to construct the following: a new 2,945- square -foot convenience store, renovation of the existing 654- square -foot car wash and providing an additional car wash bay including equipment room (1,628 square feet), and a new canopy with 5 new dispensers. Demolition would include 1,950 square feet of 3 service bays and a snack shop, a 3,180 square -foot canopy and 6 dispensers. The existing underground storage tanks and the Healy clean air system will remain. Also included in the request is a Type 20 (Off Sale Beer & Wine) ABC license. A new trash enclosure including recycling bins will be constructed. The project would be implemented in two phases. Phase One would include the new convenience store, canopy, dispensers, landscaping, trash enclosure and renovation of the existing car wash including the addition of an equipment room. The car wash expansion would occur in Phase Two. Operational hours of the service station and convenience store would be 24- hours, seven - days -a -week, consistent with the current operation. Alcohol would be conditioned so that it is not to be sold between the hours of 2:00 a.m. and 6:00 a.m. The car wash would operate from 7:00 a.m. to 10:00 p.m. daily. DISCUSSION Analysis General Plan and Zoning Code The subject property is located within the General Plan Statistical Area J6 and has a land use designation of General Commercial (CG). The CG designation is intended to provide for a wide variety of commercial activities oriented primarily to serve citywide or regional needs. Gasoline stations, convenience stores, and food service establishments are permitted uses within this land use designation. The General Plan allows a Bristol Service Station August 23, 2012 Page 4 maximum 79,912 gross sq. ft. (.50 FAR) for the site (39,956 sq. ft.). The total gross square feet of the proposed project is consistent with the Land Use Element of the General Plan (proposed convenience market - 2,945 sq. ft, existing and new car wash bays — 1,628 sq. ft. = 4,573 total sq. ft., 0.11 FAR). The subject property is located within the Commercial General (CG) Zoning District. Pursuant to Zoning Code Section 20.20.020.A, Table 2 -5 (Allowed Uses and Permit Requirements), fuel /service stations are permitted within this zoning district. Pursuant to Section 20.48.210.A (Service Stations, Allowable uses and activities), the proposed convenience market and automated car wash uses are permitted as accessory uses for the service station. Section 20.48.210.T.1 (Permit and Review Procedures, Conditional Use Permit Required) of the Zoning Code requires approval of a conditional use permit (CUP) for an existing service station whenever a request is made for the introduction of any of the accessory uses allowed for service stations, the introduction of alcoholic beverage sales, or any similar change in the operational characteristics of the service station. Pursuant to Zoning Code Section 20.52.020 (Conditional Use Permits and Minor Use Permits), an application for a CUP is subject to review by the Planning Commission, which may approve or conditionally approve the project if facts are found to make the findings required for approval. The Zoning Code (Section 20.48.210 - Service Stations) lists prohibited uses and activities and provides standards for the location of activities and operations that are allowed to be conducted outside of the service station building. The proposed service station and car wash operation will be consistent with the permitted activities and operations standards. Specific design and development standards for service stations are also provided in Section 20.48.210 of the Zoning Code. Each standard, as it relates to the proposed project, is discussed in Tables 1 and 2 (Service Station Design and Development Standards and Landscaping Standards), which are included in Attachment No. PC 4. The proposed project complies with all of the design standards. City of Newport Beach Design Guidelines: Automobile Service Stations and Washing Zoning Code Section 20.48.210.M (Site and architectural design) requires that service station developments be consistent with the City of Newport Beach Design Guidelines: Automobile Service Stations and Washing (Guidelines). The Guidelines, adopted May 24, 1999, are not regulatory and are intended to provide assistance in achieving a quality design that enhances the proposed development and that will be compatible with adjacent development and land uses. The existing service station is consistent with the site design criteria stated in the Guidelines (Attachment No. PC 5). A summary of the existing and proposed elements of the project, as they relate to the Guidelines, is provided below. Bristol Service Station August 23, 2012 Page 5 Site Design, Architectural Design, and Details The existing landscaped area at the corner of the site will be expanded with new shrubs, perennials and three new palms thus the appearance provides the strong street corner landscape element that the Guidelines encourage. The new canopy provides a single structure and, although the dispensers were reduced from six to five, the general area did not change as the existing underground storage tanks will be maintained. The new car wash bays will be located at the rear of the site. The openings of the car wash are not oriented toward the street and it has been designed to minimize any potential visual and noise impacts to the adjacent land uses. The storefront entrance tower element with mission tile roof acts as a focal point to the customers creating a transition zone from the fueling area to the retail environment. Articulated planes, foam cornices, accent tiles, projecting pilasters with stone tile and concrete trim at the bottom, combined with quality materials, including natural stone, painted stucco, and a warm color palette, provide a design that fits in with the Mediterranean style theme. The convenience store and the service island canopy have consistent materials and architectural and design elements such as tile roof, pilasters with stone tiles and cornices. The existing carwash building will be re -faced to match the other new structures with painted stucco walls, cornices and pilasters with stone tile and concrete trim at the bottom providing a cohesive project site. The new trash enclosure will be located to the rear of the property to minimize it's visibility to the public and will be enhanced with vines and screened with landscaping. The existing fuel tank vents (EVR) will remain towards the rear of the property and screened from public view by the existing 6 foot high wall. The new landscaping will provide additional screening and they will remain painted tan to blend in with the wall and landscaping. Glare is minimized from the recessed fixtures in the fueling station canopy. The exterior lighting throughout the site is concealed and directed away from adjacent properties to avoid glare and light. Access and Circulation Access to the site is provided via four existing driveways, two adjacent to Irvine Avenue and two adjacent to Bristol Street. The driveways provide good on -site circulation. The existing drive aisles are wide and allow easy maneuverability throughout the site, and provide sufficient on -site space for fuel delivery trucks so as not to disrupt circulation during deliveries. The design and location of the car wash bays at the rear of the property will not interfere with the service station convenience store and fueling operation. The project has been reviewed by the City Traffic Engineer with recommended conditions in place to ensure adequate access and circulation. Landscaping The entire site will be re- landscaped to enhance the overall appearance of the service station and provides a buffer to the properties to the southeast and southwest. Areas of Bristol Service Station August 23, 2012 Page 6 green grass, shrubs, decorative plantings, and trees will be provided along the street frontages. New planting areas adjacent to the proposed convenience store and car wash bays will enhance the appearance of the buildings. All planting areas provide the three tier system of grasses and groundcovers, shrubs and trees, as encouraged by the Guidelines. Signs New signage will be proposed under a sign permit and a condition of approval is included in the draft resolution, which requires new signs to comply with the sign regulations contained in Section 20.42.080.K.3 (Service station signs). Crime Prevention The proposed floor plan for the new convenience market is designed to be entirely open and visible to the cashier and employees. The exterior areas of the property are adequately lighted to provide security on the site. Noise Ordinance — Car Wash A noise study was conducted by Colia Acoustical Consultants (Attachment No. PC 6) to determine if the proposed car wash operation (car wash bays with dryers including Silencer Package) will comply with the City's Noise Ordinance. The proposed operation is during daytime hours only, 7:00 a.m. to 10:00 p.m., the study included noise measurements taken during the day -time hours. Although the ambient noise levels of the street traffic and aircraft exceeded the City's noise standards, the study uses the City's noise standards as a worst case condition and to show how the noise impact of the car wash will be lower than these and the ambient levels. The focus was on the closest impact points of the south commercial areas. The double bays were accounted for in the measurements and explanation of adding decibels is provided in the study. The study also measured the exterior vacuums which are located closest to the southerly property line adjacent the mini mart at approximately 87 feet. The results of the study were that the projected daytime noise standard of 65 dBA would not be exceeded with the car wash bays or the exterior vacuums. Therefore, additional acoustical shielding (6 -foot property line wall will remain) is not required. The following measures are incorporated into the design of the automated car wash bays to ensure the noise levels are maintained: incorporate the Noise Silencer Package on the dryer units within the carwashes and limit the operational hours to 7:00 a.m. to 10:00 p.m. These measures are included as conditions of approval in the draft resolution. Alcoholic Beverage Sales — Off Site The applicant has requested approval to include off -site beer and wine sales (Type 20 license). The Police Department has prepared an Alcohol Related Statistics report for Bristol Service Station August 23, 2012 Page 7 the project site (Attachment No. PC 7). The data from the Alcohol Related Statistics Report is incorporated into the factors for consideration provided below. Factors to Consider Section 20.48.030 (Alcohol Sales) requires the Planning Commission to consider certain factors when making the required findings to approve the Conditional Use Permit. A discussion of these factors in support of the Conditional Use Permit is provided below. 1. The crime rate in the reporting district and adjacent reporting districts as compared to other areas in the City (2011 Data) Reporting District Part One Crimes (Serious offenses) Part Two Crimes (All other offenses) Part One Crimes Rate (per 100,000 people) RD No. 33 108 65 4,806.41 RD No. 31 54 29 2,403.20 RD No. 34 112 133 4,984.42 Newport Beach 2,408 3,343 2,820.46 The establishment is located within Reporting District 33 as well as part of Census Tract 631.01. The Part One Crimes Rate in Reporting District No. 33 (RD No. 33) is higher than the Part One Crimes Rate for the City and for adjacent district RD 31 but lower than adjacent district RD No. 34 (for a map of the City of Newport Beach Reporting Districts, see Attachment No. PC 8). The crime rate in this reporting district is 14 percent above the City wide reporting district average. The higher crime rate within this reporting district is due to the property crimes within the higher density business area and Airport Area. While the proposed establishment is located in an area which has a slightly higher concentration of alcohol licenses than the average for Orange County, staff feels it is appropriate to allow the proposed off -site sale of beer and wine as a part of the products offered by the convenience market located within the existing service station. 2. The numbers of alcohol - related calls for service, crimes, or arrests in the reporting district and the adjacent reporting districts. Reporting District DUI /Drunk Arrests Total Arrests Calls for Service RD No. 33 17 50 776 RD No. 31 3 32 664 RD No. 34 40 122 1,758 Newport Beach 1,304 3,198 65,411 RD No. 33 has a higher number of Total Arrests, and Calls for Service recorded in 2011 compared to RD No. 31 and a lower number of Total Arrests and Calls for Service Bristol Service Station August 23, 2012 Page 8 compared to RD No. 34. The higher numbers are related primarily to the larger number of alcohol service outlets located in RD No. 33 compared to RD No. 31 which is mostly residential. 3. The proximity of the establishment to residential zoning districts, day care centers, hospitals, park and recreation facilities, places of worship, schools, other similar uses, and any uses that attract minors. Residential properties are located more than 1,500 feet across Irvine Avenue and the golf course to the northwest, over 1,000 feet across Birch to the southwest, and 850 feet to the southeast of the subject site. The nearest recreational facilities are located within the golf course. The actual course is located approximately 200 feet across Irvine Avenue and the club is located approximately 1,700 square feet southwest on Irvine Avenue. The project site is not located in close proximity to any churches, daycare centers or schools. The closest school is the Montessori within the Santa Ana Heights neighborhood which is more than 1,200 square feet to the south of the site. The proposed use is located adjacent to other commercial uses. The area in general is characterized by a high volume of traffic to the site from residents and visitors traveling along Irvine Avenue and Bristol Street. The corner site is adjacent to commercial uses. The draft resolution includes conditions of approval to minimize negative impacts that the proposed off -site sale of beer and wine may have to surrounding land uses and ensure that the use remains compatible with the surrounding community. 4. The proximity of the other establishments selling alcoholic beverages for either off - site or on -site consumption. The Police Department has prepared an Alcohol Related Statistics report for the project site that indicates an over concentration of alcohol licenses within this statistical area. Reporting District Active ABC License Per Capita RD No. 33 6 1 per 375 residents RD No. 31 1 1 per 2,247 residents RD No. 34 26 1 per 86 residents County -wide 5,839 1 per 518 residents The per capita ratio of 1 license for every 375 residents is higher than RD No. 31 and lower than RD No. 34. It is also slightly higher than the average ratio for Orange County (1 per 518 residents). However, this is due to the higher concentration of commercial land uses and lower number of residential properties in the reporting district. RD No. 31 consists of mostly residential properties. 5. Whether or not the proposed amendment will resolve any current objectionable conditions. Bristol Service Station August 23, 2012 Page 9 This factor is not applicable. Beer and wine sales are not currently permitted at this location. The Police Department has reviewed the concentration and crime statistics and the potential impact of the proposed application on crime and police services, and recommends approval of the establishment with a Type 20 (Beer and Wine) license with Department of Alcoholic Beverage Control (ABC). A copy of the report is included in Attachment No. PC 7. The conditions of approval recommended by the Police Department in their report related to design and security of the establishment are included in the conditions of approval of the draft resolution. The Type 20 alcohol license and the conditions of approval will effectively deter any potential problems which might have occurred with the introduction of beer and wine sales from the convenience market. In addition, all employees serving alcohol will be required to be at least 21 years of age and receive ABC - required Licensee Education on Alcohol and Drugs (LEAD) training. Alcohol Sales Finding In accordance with Section 20.48.030 (Alcohol Sales) of the Newport Beach Municipal Code, the Planning Commission must find that: 1. The use is consistent with the purpose and intent of Subsection 20.48.030 (Alcohol Sales) of the Zoning Code. The project has been reviewed and conditioned to ensure that the purpose and intent of Section 20.48.030 (Alcohol Sales) of the Zoning Code is maintained and that a healthy environment for residents and businesses is preserved. Beer and wine are products that are typically found at convenience markets, and will be provided for the convenience of customers using the service station. Operational conditions of approval recommended by the Police department relative to the sale of alcoholic beverages will ensure compatibility with the surrounding uses and minimize alcohol related impacts. Use Permit Findings In accordance with Sections 20.52.020.F, the Planning Commission must make the following findings for approval for a use permit: 1. The use is consistent with the General Plan and any applicable specific plan. 2. The use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning Code and the Municipal Code. 3. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity. Bristol Service Station August 23, 2012 Page 10 4. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities. 5. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. Summary The proposed use is consistent with the General Plan and Zoning Code. Adequate parking is provided on the project site. The hours of operation are compatible with uses in the area and the 10:00 p.m. closing hour for the car wash bays will ensure the establishment does not exceed the night -time standards of the noise ordinance. Beer and wine sales will be provided as a convenience to the public. Operational conditions of approval have been included to ensure the service station, car wash, and beer and wine sales are compatible with the surrounding neighborhood. Staff believes the findings for approval can be made and facts in support of the required findings are presented in the draft resolution (Attachment No. PC 1). Alternatives 1. The Planning Commission may suggest specific project modifications or operational changes that are necessary to alleviate concerns. If the changes are substantial, the item should be continued to a future meeting to allow redesign of the project. 2. If the Planning Commission believes that there are insufficient facts to support the findings for approval, the Planning Commission should deny the application requests (Attachment No. PC 2). In which case, UP3010A will remain in effect unless action is taken to revoke this permit. Environmental Review The project is categorically exempt under Section 15332, of the California Environmental Quality Act (CEQA) Guidelines - Class 32 (In -Fill Development Projects). The project meets all of the conditions required for this exemption which are provided with supporting facts in the draft resolution found in Attachment No. PC 1. Public Notice Notice of this application was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights -of- way and waterways) including the applicant and posted on the subject property at least 10 days prior to the decision date, consistent with the provisions of the Municipal Code. Bristol Service Station August 23, 2012 Page 11 Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. Prepared by: Melinda Whelan Assistant Planner Submitted by: a Wisneski, V\ICP, Deputy Director ATTACHMENTS PC 1 Draft Resolution with Findings and Conditions PC 2 Draft Resolution for Denial PC 3 UP3010 and UP 3010A PC 4 Table 1: Service Station Design and Development Standards Table 2: Landscaping Standards PC 5 Design Guidelines: Automobile Service Stations and Washing PC 6 Noise Study PC 7 Police Department: Alcohol - Related Statistics and Report PC 8 Police Department Reporting Districts PC 9 Plans Template.dotx: 07/31/12 Attachment No. PC1 QoRdotieRs See current Attachment No. PC 1 Attachment No. PC 2 See current Attachment No. PC 3 Attachment No. PC 3 UP 3010 and UP 3010A I M] December 9, 1982 MINIAES } Use Permit No. 3010 (Public Hearing)_ Request to permit the reconstruction of an automobile service station on property located in the C -1 -11 District. The proposal also requests an exception permit so as to permit signs that exceed the size and number permitted. LOCATIONS Portion of Lots 80 and 81 of Tract 706, located at 2121 Bristol street, on the southeasterly corner of Bristol street and, Irvine Avenue, adjacent to the Newport Heights area. AND Reaubdivinion No. 681 (Public Hearing) Request to establish a single parcel of land for the reconstruction of an existing service station where portions of two lots presently exist. LOCATIONS Portions of Lots 80 and 01 of Tract 106, located at 2121 Bristol street, on the southeasterly corner of Bristol street and Irvine Avenue, adjacent to the Newport Hoighte area. ZONES C -1 -H APPLICANTS Tait and Associates, Inc., Anaheim OWNERS Exxon corporation, Long Beach ENGINEERS Tait and Associates, Inc., Anaheim Agenda Items No. 19 and 20 were heard concurrently duo to their relationship. The public hearing opened in connection with these items and Mr. Allan Hart, representing the applicant, appeared before the commission and requested approval of these items. -99- AND 0 v MV V3 0 I RI e) m m ra � I M] December 9, 1982 MINIAES } Use Permit No. 3010 (Public Hearing)_ Request to permit the reconstruction of an automobile service station on property located in the C -1 -11 District. The proposal also requests an exception permit so as to permit signs that exceed the size and number permitted. LOCATIONS Portion of Lots 80 and 81 of Tract 706, located at 2121 Bristol street, on the southeasterly corner of Bristol street and, Irvine Avenue, adjacent to the Newport Heights area. AND Reaubdivinion No. 681 (Public Hearing) Request to establish a single parcel of land for the reconstruction of an existing service station where portions of two lots presently exist. LOCATIONS Portions of Lots 80 and 01 of Tract 106, located at 2121 Bristol street, on the southeasterly corner of Bristol street and Irvine Avenue, adjacent to the Newport Hoighte area. ZONES C -1 -H APPLICANTS Tait and Associates, Inc., Anaheim OWNERS Exxon corporation, Long Beach ENGINEERS Tait and Associates, Inc., Anaheim Agenda Items No. 19 and 20 were heard concurrently duo to their relationship. The public hearing opened in connection with these items and Mr. Allan Hart, representing the applicant, appeared before the commission and requested approval of these items. -99- AND 0 tl, Ayes Noes Absent r V n o' w M X IN December 9, 1982 MINUTES i i> � w ( ! � Amended Motion was now voted on as follows, which AMENDED MOTION CARR1EDt FINDINGS, - 1. That the proposed use is consistent with the Land Use Element on' the General Plan and is compatible_ with surrounding land uses. 2. The project will not have any significant . environmental impact. 3. The'Police Department has indicated. that they do' not contemplate any problems. A. The approval of Use Permit No: 3010 will not, under the circumstances of this case be detrimental to the health, safety, peace, morals, comfort and general welfare of persons residing and working in the neighborhood or be detrimental or injurious to property or improvements in the neighborhood or the general welfare of the city. 5. That the granting of an exception permit for the area and number of aigns proposed in necessary to protect a substantial property right, will not be contrary to the purpose of this Chapter as heroin set forth, and will not be materially detrimental to the health, safety, comfort or general welfare of persons residing in the neighborhood, or detrimental or injurious to property or improvements in the neighborhood, or to the general welfare of the City. CONDITIONSs 1. That development shall be in substantial conformance with the approved plot plan, floor plans and elevations, except as noted below. 2. A landscape and irrigation plan for the project shall be prepared by a licensed landscape architect. At least 15 percent of the site shall be landscaped with plant materials designed to provide beautification and screening to the site. -53- F i. ,rrs IWSSMRS Ji 3 a m o MINUTES December 9, 1982 f it f Newport each INDEX ROLL CALL 3. The landscape plan shall be subject to the review of the Parks, Reaches and Recreation Department, and the approval of the Planning Department. 4. The landscape plan shall include a maintenance program which controls the use of fertilizers and pesticides. 5. The landscape plan shall place heavy emphasis on the use of drought- rosistant native vegetation, and be irrigated with a system designed to avoid surface runoff and overwatering. 6. That a minimum of five parking spaces for each service bay shall be provided. Said spaces shall. be marked with approved traffic markers or painters 4 white lines not less than 4 inches wide. The City Traffic Engineer shall approve the on -site parking and circulation plan prior to the issuance of building permits. 7. That a 6-foot high masonry wall shall be '< constructed on the roar property line adjacent to the existing residential structure to the rear of the subject propert-•. R. All lighting fixtures shall be located so as to shield direct rays from adjoining properties. Luminaires shall be of a low level, indirect diffused type and shall not exceed a ., height of greater than twenty (20) feet above finished grade. 9. That all conditions of approval of Resubdivision No. 681 he fulfilled. 10. That all applicable development standards for new service stations be incorporated into the project design. 11. That the price and brand designation signing shall not exceed that which is required by State law, and that the remainder of the signs shall be required to conform with the City's Sign Ordinance. -54- Motion was mode for approval of Resubdivislon No. 601, subject to the following findings and conditions, which MOTION CARRIRDS FINDINGSi .. . 1. That the map masts the requirements of Title 19 Of the Newport Beach Municipal Code, all ordinanoos. of the,. City, all applicable general or .specific plans and the :Planning Commission is satisfied with the plan of subdivision. 2,. That the proposed resubdivision presents no problems from a planning standpoint, 3. That the design of the subdivision or the proposed improvements will not conflict with any casements, acquired by the public at large, for access through or use of, property within the proposed subdivision. CONDITIONS 1. That a parcel map be filed. 2. . That all improvements be constructed as required by ordinance and the Public Works Department, 3. That a standard subdivision agreement and accompanying surety be provided in order to guarantee satisfactory completion of the public Improvements if it is desirod to record a parcel map or obtain a building permit prior to completion of the public improvements. -55- �,10 -1 11 R , 9 M n ., " t 4. That landscape plans shall be subject to review and approval of the Parks, Beaches and Recreation Department and Public Works Department. S. That the deteriorated sidewalk be reconstructed along the Bristol Street frontage between the easterly driveway and the easterly property line under an encroachment Permit issued by the California Department of Transportation. 6. That a :curb wall be provided adjacent to the existing planter on Irvine Avenue to eliminate sloughing of soil onto the adjacent sidowalkp and that a .curb drain be constructed at the southwesterly. corner of the existing concrete block. wall adjacent to Irvine Avenue to provide drainage. 7. That a grading ,ermit be issued for replacement of existing underground gas storage tanks. � o 0 -56- BCOMMISSIONERS 01- 01 SRI, t1rVXP0 f` MINUTES January 21, 1908 ROLL CALL INDEX wash structure to encroach 2 feat into a required 10 foot setback adjacent to an interior property lino. UP3910A LOCATION: Parcel 1 of Parcel Hap 82 -719 (Resub- n=pyed division No, 681) located at 2121 Bristol Street, on the southeasterly corner of Bristol Street and Irvine Avenue,' . ,adjacent to the Santa Ana Heights area, ZONE: C -1 -H APPLICANT:'. Tait Associates, Anaheim :OWNER: Exxon USA, Inc., Houston . j. The public hearing was opened in connection with this item, and Mr. Bob Fiscus, applicant, appeared before. the Planning Commission. Mr. Fiscus stated that he concurred with the findings and conditions as stated in Exhibit "A ", ;here being no others dosiring to appear and be heard, the public hearing was closed at this time. Motion commissioner Di Sane made a motion to approve Use Permit All Ayes No. 3010 (Am%ndod) subject to the findings and condi- tions in Exhibit "A ". Motion voted on, MOTION CARRIED. FINDINGS: 1: That tha proposed development is consistent with . the Land Use Element of the Coneral Plan' and is compatible with surrounding la::d uses. 2. The project will not have any significant environ- mental impact. 3. That the design of the proposed improvements will not conflict with any casements acquired by Cho public at large for access through or use of property within the proposed development. 4. That adequate off - street parking spaces will be provided in conjunction with the proposed develop- ment. 5. That the proposed service station remodel has been designed so as to comply as nearly as possible with the standards for service stations on new sites sot forth in Section 20,70.060 of the Newport Beach Municipal code. -3- ROLL CALL 6. That it is neeoaaary to flare the existing drives to improve access to the site so no to accemmodata the intensification of the use. 7. That the approval of a modification to the Zoning Code, so as to allow a portion at the building to encroach 2 foot into the requirad 18 foot interior side yard setback vill not, under the circumstances of the particular case, be detrimental to .the health, safety, peace, comfort and general wolfarc of parsons residing or working in the neighborhood of such proposed use or be detrimental or injurious to property and improvements in the neighborhood or, the general welfare of the City and further that the proposed modification is consistent with the legislative intent of Title 20 of this Code, 8. The approval of Use Permit No. 3010 (Amended) will not, under the circumstances of this case,, be detrimental to the health, safety, peace, morals, comfort and general welfare of persona residing and working in the neighborhood or be detrimental or injurious to property and improvements in the neighborhood or the general welfare of the City. COONDITIONS 1. That development shall be in substantial .confor- mance with the approved plot plan and building plane, except as noted below, 2. That all applicable conditions of approval of Use Permit No. 3010 and Exception Permit No. 12 shall remain in effect. 3. That the project shall be .designed to aliminato light and glare from adjacent uses and streets. 4. That all mechanical equipment and crash areas shall be screened from the public streets and adjoining properties. S. A landscape and irrigation plan for the project shall be prepared by a licensed landscape ar- chitect. The landscape plan shall be subject to the review of the Parks, Beaches and Recreation Department, and the approval of the Planning Department. 6. That all signs shall conform to tits provisions of Chapters 20.06 and 20.70 of the Municipal Code, -4- ROLL CALL 7, That all sig -a and landscaping shall be designed in accordance with Std. - 110 -1, and shall be.subject to further review and approval by the Traffic En- gineor. 8. . That all improvements be constructed as required by ordinance and the public Works Department, 9. That. a standard use permit agreement and accom- ponying surety be provided in order to guarantee satisfactory completion of the public improvementa, if it is desired to obtain a building permit prior to completion of the public improvements. 10. That at least 15 parking spaces shall be provided on -site. The parking plan shall be approved by the City Traffic Engineer. 11. That the vehicular circulation systems be subject to further review by. the City Traffic Engineer.' 12.. That the southerly drive approach on Irvine Avenue and the drive approaches on Bristol Street be reconstructed with flared drive approaches par City Std - 166 -L. Hodification to the standard may be required for the drive approaches located an Bristol Street. A California Department of Transportation permit is required for all work within the Bristol Street sight -cf -way. 13. That all car wash activities shall be contained within the building. 14. That all wash water shall drain into the snnitary sower system and that the wash area drain shall be equipped with a trap for the collection of auto wash residue. 15, That the service station shall be required to provide restrooms to its customers during all hours of operation. 16. That the planning commission may add /or modify conditions of approval to this use permit, or recommend to the City Council the revocation of this use permit, upon a determination that the operation which in the subject of this use permit .5- 'A iwh 4!+• :. MINUTES,' January 21,:1988.'..: CITY OF NEWPORT BEACH INDEX' except as approved by the Planning commission or required by State law, and that oxcoas signngu 'shall be removed. 7, That all sig -a and landscaping shall be designed in accordance with Std. - 110 -1, and shall be.subject to further review and approval by the Traffic En- gineor. 8. . That all improvements be constructed as required by ordinance and the public Works Department, 9. That. a standard use permit agreement and accom- ponying surety be provided in order to guarantee satisfactory completion of the public improvementa, if it is desired to obtain a building permit prior to completion of the public improvements. 10. That at least 15 parking spaces shall be provided on -site. The parking plan shall be approved by the City Traffic Engineer. 11. That the vehicular circulation systems be subject to further review by. the City Traffic Engineer.' 12.. That the southerly drive approach on Irvine Avenue and the drive approaches on Bristol Street be reconstructed with flared drive approaches par City Std - 166 -L. Hodification to the standard may be required for the drive approaches located an Bristol Street. A California Department of Transportation permit is required for all work within the Bristol Street sight -cf -way. 13. That all car wash activities shall be contained within the building. 14. That all wash water shall drain into the snnitary sower system and that the wash area drain shall be equipped with a trap for the collection of auto wash residue. 15, That the service station shall be required to provide restrooms to its customers during all hours of operation. 16. That the planning commission may add /or modify conditions of approval to this use permit, or recommend to the City Council the revocation of this use permit, upon a determination that the operation which in the subject of this use permit .5- `40MMIS6I0N RS January 21, 1988, ,. ROLL, CALL INDEX causes injury, or is detrimental to"the health, nafety, peace, morals, comfort, or Scuoral welfare of the community. 17. This use pormit shall expire unless .exercised within twenty -four months from the date of approval as specified in. Section 20.80.090 A of the Newport Hoich Municipal Coda.. Item No.3 equeat to appiova a traffic study in conjunction with TS t construction of a banquet /meeting room 'an the No orter Resort Motel property; and the acceptance of UP3161A an a ironmental document:' A ravad AND Request to am d a previously approved use permit which permitted the a struction of additions and improvements to the' Nowporta Resort liotal in the Unclassified District. The pro sad amendment includes a request to construct a now banq' t /meating room on a portion of the site which to curreatl used for off- stract parking, the construction of a laun facility and a 1801 sq.ft. addition to the "not publ area" of the existing Duke's Lounge. The proposal also ncludes a request to reduce the number of previously re uired parking spaces that were approved in conjunction u It a demonstrated parking formula; the construction of new access drive and circular drop -off adjacent to B k Bay Drive; and the approval of a modification to the oning Code so as to altov the use of additional compact nd tandem parking spaces in conjunction with a 1,;let par ng service. LOCATION: Parcels 1 and 2, Parcel He 17 -3, located at 1107 Jamboree Road, nor westerly of the intersection of Jambora Road and Back Bay Drive. ZONE: Unclassified APPLICANT: CSL Newportar Ltd., Beverly Hills OWNER: The Irvine Company, Newport Beach -6. Attachment No. PC 4 Table 1: Service Station Design and Development Standards Table 2: Landscaping Standards TABLE 1: SERVICE STATION DESIGN AND DEVELOPMENT STANDARDS REQUIREMENT PROPOSED PROJECT Location All service station sites shall front on streets Complies. designated as major, primary or secondary on The location of the existing service station will the City Master Plan of Streets and Highways remain the same. Irvine Avenue and Bristol unless the sites are part of or in conjunction with Street are classified as "major' streets per the developments such as shopping centers in City Master Plan of Streets and Highways residential areas. Circulation Element). Minimum The minimum land area for service stations shall Complies. Land Area be 1,500 square feet of land area for each 10 fueling space fueling space, 1,000 square feet for each service x 1,500 sq ft = 15,000 sq ft bay or washing bay, and 3.33 square feet for 2 washing bays each square foot of gross floor area used for x 1,000 sq ft = 2,000 sq ft retail and /or food and beverage sales. convenience market gross floor area — 2,945 sq ft x 3.33 sq ft = (9,806.85 sq ft) = 9,807 sq ft Total Minimum Land Area Required = 26,807 sq ft Existing Land Area of Site 39,956 sq ft Required Structure Interior Abutting Abutting Complies. Setbacks a Public an Alley The location of the new service station canopy, Right- service islands, car wash, retail and office of-Way (convenience store), and air and water dispensers comply with the required setbacks. Service 20 ft 20 ft 20 ft islands Canopies 5 ft 5 f 5 ft Air and loft Loft loft water dispensers Automobile 18 ft 30 ft 30 ft washing, maintenance and repair Retail and 0 ft 15 ft loft office Parking Pursuant to Section 20.40.030 (Requirements for Complies. Off - Street Parking): number of parking spaces Convenience market required is based on the land uses located on gross floor area = 2,945 the site. parking spaces required = 15 (2,945 sq ft /200) - Service stations with convenience markets require one space per 200 square feet of gross Automated car wash = (2) washing station floor area Queue —10 (5 cars per washing station) - Automobile washing requires a queue for 5 cars per washing station. Total spaces required = 25 (15 + 5 queue for each car wash bay) 20 spaces on site (including 5 space queuing area for each car wash bay) Utilities All utilities shall be installed underground within Complies. the exterior property lines of the site. The existing utilities shall remain in place. There are no new utilities proposed to be installed as art of the project. REQUIREMENT PROPOSED PROJECT Access Driveways shall be so designed and located as Complies. to ensure a safe and efficient movement of traffic The location of the two existing driveways along on and off the site to and from the lane of traffic Bristol Street will remain unchanged and comply nearest the curb. All driveways shall be located with City standards. The two driveways along and constructed according to the City of Newport Irvine Avenue will remain unchanged and Beach Driveway Approach Policy. comply with City Standards. On -site circulation - Driveways for service stations which are for the existing service station and the proposed developed as part of or in conjunction with queuing lanes have been reviewed and adjacent uses shall be located as part of the total approved by the Public Works Department. circulation element of such adjacent uses. -On -site driveways all should be a minimum of 25 feet for two -way traffic or 16 feet for one way circulation. -On -site queuing lanes shall be provided. Queuing lanes shall not interfere with access to required parking spaces. Drainage and All drainage to the street shall be by under- Complies. Pollution ground structures to avoid drainage across City A preliminary WQMP has been reviewed and Control walks or drive aprons. In addition, service approved and a condition of approval has been stations shall incorporate pollution control best included which will require the submittal and management practices (BMPs) designed to approval of a final WQMP (Water Quality prevent or minimize runoff of oil and grease, Management Plan) by the Building and Public solvents, car battery acid, coolant, gasoline, and Works departments prior to building permit other pollutants into the storm water system. The issuance. Public Works director shall approve drainage and pollution control methods, if appropriate. Site and The site plan and architecture of the service Complies. Architectural station shall provide an attractive appearance The proposed project has been designed to be Design that is compatible with and complimentary to the compatible with the surrounding land uses and community and surrounding land uses and architecturally compatible with surrounding development and that is consistent with the City development. The project involves a new of Newport Beach Design Guidelines: building and canopy with aesthetic Automobile Service Stations and Washing (See improvements to the existing building and discussion below).. updated landscaping plantings to add to the overall appearance of the site. Additional discussion of City of Newport Beach Design Guidelines: Automobile Service Stations and Washing below). Landscaping See Landscaping Development Standards Complies. Table 2 and discussion below for specific landscaping requirements. Perimeter Service station sites shall be separated from Not Applicable. Walls abutting residentially -zoned property or property The subject property does not abut residentially used for residential purposes by 6 foot high zoned property. masonry or concrete wall utilizing materials similar in color, module and texture to those utilized in the building. Such walls shall be reduced to 3 feet in height within adjacent street setback areas. Such walls need not be installed when building walls or other acceptable walls a ready exist on such property lines Refuse Refuse storage areas shall be enclosed by walls Complies. Storage Areas and integrated with the design of the service A detailed plan for a new trash enclosure, which station in compliance with Section 20.30.120 complies with the City's requirements, has been (Solid Waste Recycling and Storage). provided as part of the proposed project. REQUIREMENT PROPOSED PROJECT Lighting Exterior light sources shall be shielded from view Complies. and directed away from adjacent properties in Existing and proposed on -site lighting complies compliance with Section 20.30.070 (Outdoor with these requirements. A photometric study of Lighting). Luminaries shall be of a low level, the site (sheet L01 11298-1) is provided and a indirect diffused type and shall not exceed a night -time lighting inspection of the site will be height of 20 feet above existing grade. performed by the Code Enforcement Department after installation of lighting for the renovated site is completed. Rest Rooms One men's rest room and one women's rest Complies. room shall be provided during business hours for The new convenience store interior will provide use by service station customers. Rest rooms ADA compliant restrooms for both male and with exterior entrances shall be located so the female customers. entrances are in clear view of the station's service area, cashier station, or office. Fuel Tank Fuel tank vents shall be located at the rear of the Complies. Vents property or other inconspicuous location and The existing fuel tank vents (EVR) are located at shall be screened from public view. the rear of the property. A condition of approval is included which requires that the vents continue to be screened and painted to blend in with the new landscaping and existing property line wall. TABLE 2: LANDSCAPING STANDARDS REQUIREMENT PROPOSED PROJECT Area Required: Complies. A minimum of 15 percent of the site shall be Site = 39,956 sq It x 15% = 5,993.4 sq ft landscaped with plant materials designed to provide Landscaping provided on -site = 6,138 sq ft beautification and screening. 15.4% - A minimum 5 foot -wide (inside dimension) Complies. planting areas between driveway approaches. The landscaped areas vary from 9' 10" to 12" 0" wide. - A minimum of 150 square foot landscaped Complies. area provided at the intersection of two property lines 283.8 sq It provided at corner of Irvine Avenue at a street comer. Landscape materials shall not and Bristol Street. exceed a height of 36 inches. - A minimum 5 foot -wide (inside dimension) Complies. planting area along interior property lines, except The landscaped areas vary from 5' to 18' wide. where openings are needed to facilitate vehicular circulation to adjacent properties. Area Required: Complies. Landscaped area required = 5,993.4 sq It - A minimum of 30 percent of the required landscaping (39,956 sq It x 15 %) shall be provided within 20 feet of the street property lines. Within 20' of street orooertv lines Required= 1,798.02 sq ft (5,993 sq It x 30 %) Provided = 1,801 sq It 30% Quantity of Materials: Complies. Landscaped areas adjacent to street property lines shall be Adjacent to street property lines: planted with a minimum of 1 tree and 3 shrubs per every 25 Irvine Ave Street Frontage — 243' linear feet of street frontage. Landscaped areas adjacent to Trees (243726) = 9 — provided 9 interior property lines shall be planted with a minimum of 1 tree Shrubs (243'/25'x 3) =29 — provided 31 and 3 shrubs per every 30 linear feet. These calculations establish the minimum number of required trees and shrubs and are not meant to imply linear or equal spacing. Required trees Bristol St Frontage - 206' shall be 24 -inch box size, or larger. Required shrubs shall have Trees (206725) = 8 — provided 8 a minimum mature growth height of 18 inches and shall be a Shrubs (206'/25'x 3) = 24 — provided 26 minimum of 5- gallon in size upon installation. Adjacent to interior property lines: (449'130 linear ft): Required: trees (449'/30')= 14 - provided= 14 shrubs (449'/30'x 3) = 44 - provided= 82 Quality of Materials: Complies. Plant materials shall be chosen for their screening qualities, A condition of approval is included to require that beauty and durability. Plantings shall include a mixture of trees, the final design will be reviewed by the General shrubs and groundcovers. All plant materials shall conform to or Services Department prior to the issuance of exceed the plant quality standards of the latest edition of building permits. American Standard for Nursery Stock published by the American Association of Nurserymen, or the equivalent. Street Trees: Complies. City parkway areas shall be provided with groundcover and N/A - There are no requirements for parkway street trees as per City standards areas surrounding the site including street trees. Barriers: Complies. Planting areas adjacent to vehicular activity shall be protected Curb provided. Compliance with this requirement by a continuous concrete curb or similar permanent barrier. will be verified during plan check and field inspections. Sight Distances: Complies. Landscaping shall be located so as not to impede vehicular Per plans submitted, new landscaping will not sight distance in compliance with Section 20.30.130 (Traffic impede vehicular sight distance. This is also Safety Visibility Area) and to the satisfaction of the Public Works conditioned and will be verified at plan check. Director Irrigation: Complies. All planting areas shall be provided with a permanent Irrigation system plan and plantings provided underground automatic sprinkler irrigation system of a design (plan sheets 7 and 7.1).The final design will be suitable for the type and arrangement of the plant materials reviewed by the General Services Department selected. prior to the issuance of building permits. Required Plans: Complies. The Director shall approve landscape planting and sprinkler Standard included in the proposed conditions of irrigation plans and specifications before issuance of a building approval permit, if appropriate. REQUIREMENT PROPOSED PROJECT Maintenance of Landscapina: Complies. a. Landscape materials and landscaped areas shall be Conditions of approval are included to ensure maintained in compliance with the approved landscape compliance with these requirements. plan. b. Landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. c. Landscaped areas shall be kept free of weeds and debris. d. Irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as art of regular maintenance. Attachment No. PC 5 Design Guidelines: Automobile Service Stations and Washing City of Newport Beach Design Guidelines ADOPTED BY RESOLUTION NUMBER 99 -37 MAY 24, 1999 City of Newport Beach Design Guidelines Table of Contents Introduction and Purpose II. Design Guidelines A. General 1. Site Relationships 2. Landscape Design 3. Off - Street Parking Design B. Residential C. Commercial D. Signs E. Additional Design Guidelines for Special Development Types Automobile Service Stations and Washing F. Additional Design Guidelines for Special Districts and Sites Introduction and Purpose The Design Guidelines are intended to provide design criteria for architects, engineers, builders, developers and landscape architects during the planning and conceptual development stages of their projects. These guidelines also provide a basis for those individuals or bodies having discretionary authority to review and evaluate the design of these projects. These guidelines are not intended to restrict creativity, variety, innovation or imagination, but rather to assist the designer in achieving a quality design which will enhance the proposed development and the City, and be compatible with adjacent development and land uses. These guidelines are not regulatory, but rather advisory on the part of the City's approval authority. They shall be used to evaluate a project's consistency with City policies, particularly those relating to visual quality, community character, and the protection of adjacent development and land uses. Furthermore, should any conflict exist between these guidelines and codified development regulations, the development regulations shall prevail. Additional Design Guidelines for Special Development Types Automobile Service Stations and Washing See Chapter 20.80 of the City of Newport Beach Zoning Code for land use and property development regulations. In addition to the design guidelines contained herein, the service station design shall be consistent with any design criteria or guidelines adopted by the City Council for the commercial district within which the service station is located, if any. Site Design ❑ The site design for projects located at street corners should provide some structural or strong design element to anchor the corner. This can be accomplished using a built element or with strong landscaping features. In areas developed with a strong street presence, service stations should be oriented adjacent to the sidewalk, placing any service bay door and car wash openings on the rear of the structure facing away from public streets. Bay door and car wash openings should also be oriented away from any adjacent noise j 0 O a— 0 o One driveway appro per frontage from street] Multiple driveway 0 0 o C o 0 0 NOT RECOMMENDED Driveway apprc close to interne sensitive uses. Site Design (Continued) ❑ Where possible, construct smaller, separate service islands /canopies, rather than a single large one. ❑ Service bay doors and car wash openings should be oriented so as to reduce visibility from public streets. The site design should also address potential visual and noise impacts to adjacent land uses. Architectural Design Landscaping ad screening wall used In help ranmal car wash openings Car wash s6dure oriented to reduce ♦ Site specific architectural design is strongly encouraged. riuhi$ Gam pulalir sheet, Rather than adapting a standard design to the site, the City �- strongly encourages floor plans and elevations that are unique to the community and are not a corporate or franchise design =� that is indistinguishable from those found elsewhere in the region. ♦ Building architecture should be designed to provide an attractive appearance that is compatible with and r- complimentary to the surrounding area. All architectural details Air and wale, dispensers housed in _ should be related to an overall architectural theme shudure inrorpoding design elennenh IU ❑ All buildings and structures on the site should have consistent materials and architectural and design elements to provide a cohesive project site. Conflicting materials and architectural and design elements within the site or on a building are strongly discouraged. LI Service stations should incorporate facade material to produce texture and to provide interest. Such materials include, but are not limited to, split face block, brick, slumpstone, granite, marble, clapboard, textured block or stucco. Reflective, glossy, and fluorescent surfaces are discouraged. ❑ Structures, including service island canopies, should incorporate full roof treatments with a low to moderate pitch and /or a varied parapet height. Variations in roof lines and heights should be provided where feasible. Flat roofs should be avoided unless it is a characteristic of a specific architectural style. ❑ Clay tile, concrete tile, wood shake, wood shingles, slate or a similar grade of roofing material should be used on all visible pitched roofs. Metal roofs should be avoided unless it is a characteristic of a specific architectural style. ❑ All service bays should be provided with roll -up (or similar) doors with all operating mechanisms located in the interior of the structure. Site and Architectural Design Details ❑ All accessory buildings and structures should incorporate materials and architectural and design elements consistent with the principal building. ❑ Exterior storage and trash should be sited to be least visible from public view. Screening should consist of masonry walls with solid wood or metal doors. Exterior storage and trash should provide a screening trellis cover when visible from above (including upper floors) from adjacent properties. 0 ❑ Tall (10 feet or higher) tank vents should be completely screened or incorporated into the building architecture. Any roof top mechanical equipment should be screened from view. Site and Architectural Design Details (Continued) G Any structures used for housing air and water dispensers and similar fixed equipment should incorporate the architectural detail and design elements of the principal structure. Long expanses of wall surfaces should be architecturally treated to prevent monotony. Incorporate housing for temporary and minor signs Carry design elements over to accessory structures Recess light fixtures into canopy hhed roofs roofs) to break up expanses of pavement C Extensive expanses of pavement should be avoided. The amount of unrelieved pavement area on the site should be limited through the use of landscaping, contrasting colors and banding or pathways of alternate paver material. Canopies should not be internally illuminated. Light fixtures should be recessed into the canopy and no glare should be visible from the fixture. 191 _ Exterior lighting should be designed to avoid glare and direct light away from adjacent properties. _ Exterior lighting sources should be concealed so that it is not visible from adjacent properties. VII Access and Circulation ❑ The on -site circulation pattern should include adequate driving space to maneuver vehicles around cars parked at the pumps. ❑ Fuel storage areas should be sited to insure that delivery trucks do not obstruct the public right -of -way during delivery. ❑ Driveway approaches should be limited to one per street for corner locations, or two per street for mid -block locations. ❑ Driveway approaches should be placed as far from intersections as possible. ❑ Driveway approaches on the same street should be placed a minimum of 25 feet apart. Landscaping ❑ All plant materials should be of sufficient size so that the landscaping has an attractive appearance at the time of installation and a mature appearance within three years of planting. 0 Landscaping should be used to enhance architectural and design elements, break up large paving areas, buffer adjacent land uses and to screen undesirable features from public view. '> ❑ Where possible, landscape areas should provide a three tier system of grasses and groundcovers, shrubs, and trees. The use of landscaped berms and /or low screening walls adjacent to sidewalks is encouraged. V Signs Self St., Raptop Oil Rell 1.40,,, SuPer 1.50,„ ❑ All freestanding signs should Q4p 6oiyer Oium1.65,i, incorporate materials and architectural and design elements consistent with the overall design of the project. ❑ Monument signs are the preferred type RECOMMENDED of freestanding sign. ❑ Backlit individually cut letter and A internally illuminated channel letter wall ' signs are preferable to can wall signs. °r Raptor Oily ❑ Multiple uses on the same site are encouraged to share space on freestanding signs, rather than provide individual signs. ❑ Fuel price signs should be incorporated into project ©principal identification sign. The size and number of temporary and minor signs should be limited. ❑ Temporary and minor signs should be incorporated into the design of the NOT RECOMMENDED principal building and the service islands. X Crime Prevention ❑ The site plan and floor plan should incorporate crime preventive design features. Such features may include, but are not limited to, openness to surveillance and control of the premises, the perimeter, and surrounding properties; reduction of opportunities for congregating and obstructing public ways and neighboring property; illumination of exterior areas; and limiting furnishings and features that encourage loitering and nuisance behavior. ADOPTED BY RESOLUTION NUMBER 99 -37 MAY 24, 1999 Attachment No. PC 6 Noise Study COL1A ACOUSTICAL CONSULTANTS 177 Riverside, 9F Newport Beach, CA 92663 Certyied Acoustical Consultants Phone 714 960 -75t1 Alt. Phone 714 960 -6775 Email: RColia@socal.rr.com July 23, 2012 R12 -068 ACOUSTICAL ANALYSIS OF THE PROPOSED NEW CHEVRON SERVICE STATION CAR WASHES AT 2121 BRISTOL STREET IN THE CITY OF NEWPORT BEACH Prepared For: STANTEC 19 Technology Drive, Ste, 200 Irvine, CA 92618 -2334 Prepared By: CHARD Ct 7L�k ' `~ Certifl�d Acoustical Consultant ACOUSTICAL ANALYSIS OF THE PROPOSED NEW CHEVRON SERVICE STATION CAR WASHES AT 2121 BRISTOL STREET IN THE CITY OF NEWPORT BEACH INTRODUCTION At the request of Larry Tidball of Stantec, Colia Acoustical Consultants have performed a site - specific acoustical evaluation of the two new Service Station Car Washes proposed for construction at 2121 Bristol Street in Newport Beach. The principle source of noise to the site will be from vehicular traffic on Bristol Street and Irvine Avenue. The potential noise impact from the project would be generated by the car washes planned near the southern project side. Currently there are commercial areas to the south of this project. These areas to the south may be potentially be affected by the two new car washes of the project. The noise criteria of the City of Newport Beach states that the exterior noise levels generated by the commercial facility may not exceed 65 decibels (dBA, on the A- weighted scale) one -hour average noise level (Leq) during the day (7 AM to 10:00 PM) and 60 dB Leq during nighttime hours (10:00 PM to 7:00 AM) at any point on the property line at the boundary for commercial zones. In this case the commercial areas are located to the south. The purpose of this report is to evaluate the exterior noise levels generated by the potential noise sources on the project site, and present mitigation measures, where necessary, to reduce the noise impacts to acceptable levels. ANALYSIS The current noise impact from Bristol Street and Irvine Avenue was determined by on -site measurements. The current noise measurements were made on July 12, 2012. The measurement microphone was positioned at two (2) locations on the existing car wash site (See Figure 2). Measurements were made at microphone heights of 5.5 feet above existing grade on the site. The measurement microphone of a Bruel and Kjaer Integrating Sound Level Meter (SLM) was located at the south property line side (Site 1) and at the exit side of the existing car wash (Site 2), which is to be removed. The SLM can provide continuous Equivalent Sound Level (Leq) measurements which are read directly from the digital display on the meter. At the end of the fifteen- minute measurement period an Leq value was taken from the SLM for the representative sample period. Table 1 below shows the results of the measurements. R12-068 August 1, 2012 TABLE 1 Measurement Results (AMBIENT - Roadway)), July 12, 2012 Site Measurement Measured Measured Measured Microphone Hour Leq, dBA Lmax Lmin Height, R. 1 10:00 AM 58.0 63.4 55.0 5 2 10:15 AM 67.0 74.1 55.2 5 Ambient noise levels from jet aircraft (typically 737s) departing John Wayne Airport over the project site produced noise levels that were measured as ranging from 83 to 91 dBA. Project Generated Noise The potential noise impact from the project is expected to come from the operation of the two new car washes to be located near the southern project side. The potential noise impact was based upon measurements of a Mark VII Aquajet XT with freestanding dryer car wash facility (with Silencer Package). The measurements of the car wash and dryer unit were made at an existing facility in another city. Measurements were made at points all around the stall at 10 -foot increments. At each position the loudest levels of the entire cycle will be during the dryer /blower sequence. The highest noise generation in the dryer cycle was the blower start-up. The noise levels stabilize as the car moves forward in the stall. The dryer duration is about two minutes. The wash /rinse /wax cycle duration is about 4 minutes. The developer has indicated that a car wash dryer with the Silencer Package can be used at this site. Measurements of the car wash and dryer noise levels were made with a B Sv K 2230 Integrating Sound Level Meter. Because of the duration of the dryer cycle, measurements were recorded as Equivalent Sound Level or Leq. The Leq is the energy average of the noise levels over the cycle period. Noise Criteria The Noise Criteria were taken from Section 10.26.025 Exterior Noise Standards from the City Website as the higher value. Table 4 Zones Time of Day One -Hour Average Sound Level, Decibels Commercial 7 a.m - 10 p.m. 65 10 p.m.- 7 a.m. 60 -2- R12 -068 August 1, 2012 The proposed car washes are expected to be open 7 AM to 10 PM. For this project the highlighted one -hour average values in Table 4 above will be used to determine the noise limits for this project. At the south project sides the sound limit will be 65 dB. ANALYSIS For the car washes and dryer with Noise Reduction Package the following duration data were gathered. The car wash /rinse /wax duration is 3 minutes 35 seconds; then there is a pause as the arch move to return to their original location setting and the dryer starts for a duration of one minute and 50 seconds. It then takes approximately 30 seconds to one minute for the next car in queue to press the code (or insert'coin(s)) and move into position in the stall for the next wash /dry cycle. The total time is 6 minutes. Table 5 shows the duration breakdown for each phase, the percentage per hour and number of minutes per hour. TABLE 5 Car Wash /Dry Cycle Duration Phase Duration Percentage Minutes /Hour Car Exits/ Car Moves in Stall 0:30 Min. 8:3 5.0 Car Wash /Rinse 1:55 Min. 31.9 19.1 Wax /Rinse 1:45 Mina 29.2 17.5 Dry 1:50 Min. 30.6 18.4 TOTAL 6:00 Min. 100.00 60.0 A representative of the car wash has indicated that during peak usage it would be possible for the car washes to run continuously when there are many cars lined up. Thus, the measured Leq would become the one -hour Leq. To calculate the one-hour average noise level or Leq, as per the standard the following methodology was used. As a worst -case day condition the dryer occurs 18.4 minutes in any hour. The car washes impact at 10 feet from the exit at 45 degrees from the car washes exit the dryer noise is measured to be 73.5 dBA. The car wash noise is 70.0 dBA for 30 minutes in any one -hour. -3- R12 -068 August 1, 2012 The one -hour average Leq was computed as follows: One Hour Leq = 10 Log (( 10 78.5/10 x 18.4 x 60 + 10 70/10 x 30 x 60) /3600) = 74.3 dBA @ 10 feet Where; 13.8 = No. of min. /hr. of dryer noise @ 78.5 dBA 30.0 = No. of min. /hr. of car wash noise @ 70 dBA 60.0 = No. of seconds in one minute 3600 = No. of seconds in one hour The calculated noise levels are shown below in Table 4. Projected C Area Area Ref. Noise Angle per Fig. 3 deg. NCW So. 71.0@10' 90 Entrance and Exit Sides TABLE 4 lr Wash /Dryer Noise Levels Dist PL Cale. Leq Day STD feet @PL dBA Leq 50 57.0 52.8 65 NCW So., 73.5 @ 10' 45 50 57.9 53.7 65 Entrance and Exit Sides SCW So. 71.0@10' 90 28 62.0 57.9 65 Entrance and Exit Sides SCW So. 73.5 @ 10' 45 30 64.0 59.8 65 Entrance and Exit Sides COMBINED NOISE (Both Car Washes):The worst -case noise impact from both car wash units were projected to the south property line. The noise level from the South Car Wash (SCH) and North Car Wash (NCW) were summed at the closest property line at the south. The summed noise levels are 59.1 dBA at 90 degree angle and 60.8 dBA summed for the 45 degree angle of the car washes. -4- R12 -068 August 1, 2012 The hourly - average dBA values highlighted in Table 4 above are less than the 65 dBA standard for commercial areas, which does not exceed the City of Newport Beach zoning noise limit. MITIGATION MEASURES Because the potential noise levels at the south commercial areas do exceed the allowable daytime criteria of 55 dBA Leq, additional acoustical shielding is not required. Recommendations The following measures will be incorporated into the self -serve carwashes design to ensure the car washes/dryer noise levels will meet the property line criteria of the City of Newport Beach Noise Standard at the south project lines. - Incorporate the Noise Silencer Package on the dryer units into the carwashes design. -The car washes can operate and is limited to the daytime periods (7:00 AM to 10:00 PM) with the NRP. There is a vacuum near the south side at 87 feet. The reference vacuum noise level is 85 dBA at 1 foot. At 87 feet the vacuum noise drops off to 46.2 dBA. This value also meets the City noise standard of 65 dBA. With the recommendations described in this report the City of Newport Beach exterior noise standards will be satisfied. -5- CASELLA USA TRAINING INFORMATION DECIBEL ADDITION & SUBTRACTION t jQj Im } Adding decibels You can either use logarithmic calculators to add together two decibel values or you can use this table of corrections as described below. For noises that are more than 10 dB apart the addition of the lower level to the higher one will have a negligible effect on the resultant level so can be ignored. Corrections are shown for two noises up to 15 dB apart in the table below. Example One machine on its own measures 84 dB(A) at a certain position- At the same position a second machine measures 79 dB on its own. What will the effect be of measuring both noises at the same time? Method Difference between the two noise levels is 5 dB so the correction from the table above is 1.2 d8. Add this to the higher noise level so the overall measured level for both machines running at the same time will be 85.2 dB. Casella USA Pagel of 2 (800) 366 -2968 CASELLA info@CasellaUSA.com USA I f 1 ! r Example One machine on its own measures 84 dB(A) at a certain position- At the same position a second machine measures 79 dB on its own. What will the effect be of measuring both noises at the same time? Method Difference between the two noise levels is 5 dB so the correction from the table above is 1.2 d8. Add this to the higher noise level so the overall measured level for both machines running at the same time will be 85.2 dB. Casella USA Pagel of 2 (800) 366 -2968 CASELLA info@CasellaUSA.com USA CASELLA USA TRAINING INFORMATION DECIBEL ADDITION & SUBTRACTION . ✓.�N'i, t� �s,l k�f r You can either use logarithmic calculators to subtract two noise levels or you can use the following table of corrections, The table below shows the corrections for differences between noise levels up to 15 dB apart: a P �. i A 1 �. ;I '_ C. '• lam, �1 f i t Example When trying to establish what the level is of a piece of noisy equipment it is difficult to measure it without all the background being present_ A solution is to measure the noise levels with the background only and then with the background and the noise source switched on and running. Subtracting the background level from the total level will give the level of the noisy piece of equipment on its own. Total noise level is 85 dB and the background alone is 78 dB. Method The difference between the total noise level and the background noise level alone is 7 dB. Therefore, the difference to be subtracted from the higher total noise is 1 dB, which makes the true noise of the equipment to be 84 d5 on its own. Casella USA page of (806) 366.2966 CASELLA info @CaseliaUSA.com USA , ; 1 . A- Weighted Leq Noise Level Data Collected During A Representative Sample Period On July 12, 2012, Together With Calculated Hourly Leq Values And Resulting CNEL Value. Site 1 One Hour Hourly Leq Period Data, (d BA) Hourly Leq Weighting Factor Adjusted Hourly Leq 0700 61.0 0.0 61.0 0800 59.1 0.0 59.1 0900 58.1 0.0 58.1 1000 58.0 MEAS 0.0 580 1100 58.2 0.0 58.2 1200 58.3 0.0 58.3 1300 58.4 0.0 58.4 1400 58.6 0.0 58.6 1500 59.8 0.0 59.8 1600 61.2 0.0 61.2 1700 61.0 0.0 61.0 1800 59.2 0.0 59.2 1900 57.9 0.0 57.9 2000 56.8 0.0 56.8 2100 56.1 0.0 56.1 2200 55.1 10.0 65.1 2300 54.5 10.0 64.5 0000 52.9 10.0 62.9 0100. 50.5 10.0 60.5 0200 50.5 10.0 60.5 0300 49.2 10.0 59.2 0400 47.5 10.0 57.5 0500 48.5 10.0 58.5 0600 52.3 10.0 62.3 24 Adjusted Leq Values/ 24 = 60.4 CNEL A- Weighted Leq Noise Level Data Collected During A Representative Sample Period On July 12, 2012, Together With Calculated Hourly Leq Values And Resulting CNEL Value. KMII One Hour Hourly Leq Period Data, (d8A) Hourly Leq Weighting Factor Adjusted Hourly Leq 0700 70.0 OA 70.0 0800 68.1 0.0 68.1 0900 67.1 0.0 67.1 1000 67.0 MEAS 0.0 67.0 1100 67.2 0.0 67.2 1200 67.3 0.0 67.3 1300 67.4 0.0 67.4 1400 67.6 0.0 67.6 1500 68.8 0.0 68.8 1600 702 0.0 70.2 1700 70.0 0.0 70.0 1800 68.2 0.0 68.2 1900 66.9 OA 66.9 2000 65.8 0.0 65.8 2100 65.1 0.0 65.1 2200 64.1 10.0 74.1 2300 63.5 10.0 73.5 0000 61.9 10.0 71.9 0100 59.5 10.0 69.5 0200 59.5 10.0 69.5 0300 58.2 10.0 68.2 0400 56.5 10.0 66.5 0500 57.5 10.0 67.5 0600 61.3 10.0 71.3 24 Adjusted Leq Values/ 24 = 69.4 CNEL �fNl ULill .y iX,. F r iT Alf 1 ytyj �fL^�F / SDPER tiel�i�F' i f q,RC *, OF SCriWLS DR PAPW 1z: 3 r RIDE � s. AV , J ♦�9., Cj ��,� � i` ^>C 4. t f � q`"3, ��SaFrf"71 I�K�rT PJI�L Q U 4 4� 0 APIA ♦. ; `rT , _„�. `+" Jc� ao,♦ �'�' C� F, IP { '''(y ft �'''A� ?` fit' � �''{�( l � � Ri3tP ➢fi! FLRGr E� / I 4Site location o JtF r >` CaS 8£40 CaF L7XIASE c �. Q' c yp tN / A TAY y f4 `'♦ �� F?SgRY o n�° Q� a� ti' Q��F 2 £ BFYr Fir, JL LN CY CSR 3a0: ff/ r , Cr,� Tf' G ^.uy 4fil` Y %yf 10FOR7 °� yeti /� e i'lz . 11 4� f UPPER. T RAY fAR4 A EMOGIC1 9 PRES€RIE- `��A �rR FIGURE 1: Site Location Map I BRISTOL STREET N w zsT.�i• a� 4q 's L. z I �-i 1111 I I FIGURE 2: Site Measurement Locations n in k €� �✓ � v � � la lK ,� �„ F -- ------ -- -- --- - - - --- €F N H' i 1 I �I e I 1 e 6 1 [[ �g 6j� ky � p ! F4F �4 SR ks Y ( I I rl URCHHRD ST EF7 Nz� �m FIGURE 2: Site Measurement Locations G 1 S 5O9P3V Em® + ,I �sr Site 2 F S�Sife 1 Il� S a ;9 tv0 N a n x n i -- --- --- ---- ---- - -- -- ------ -- -- --- - - - --- €F H' i 1 I I 1 6 1 p ! ( I I rl G 1 S 5O9P3V Em® + ,I �sr Site 2 F S�Sife 1 Il� S a ;9 tv0 N a n x n i aas,pad saaualTS asTOhl ?A LIs�fYi seo PT-moi.v uopeooz W sanlsA bzq Pazns 'eagrl :£ gai'10I3 r � R r i R R o L '6 QZ_. A BRISTOL STREET N 9'11'29' V 2SZ71' m x A m m IF i n ". __. 'I n I Ife I � &Rj I 1 1''t I r' f` - _ I I � I o 6 ai �e -------------- I G o I- I91. la 3 I � la E kz e � n 55FF e� pp:f q Ci7 G0 g ORCHARD STRCEET Nce .0 FIGURE 4: Site Plan Showing Unshielded Car Wash Noise Levels at the South Property Lines for the Newport Beach Site m x A m m Attachment No. PC 7 Police Department: Alcohol Related Statistics and Report Q��WP�RT NEWPORT BEACH POLICE DEPARTMENT U 870 Santa Barbara, P.O. Box 7000, Newport Beach, CA 92658 -7000 4<IF00.a • ' + I July 19, 2012 TO: Melinda Whelan, Assistant Planner FROM: Caroline Staub, Senior Crime Analyst SUBJECT: Alcohol Related Statistics At your request, our office has reviewed police services data for the Chevron gas station at 2121 Bristol St. S. This area encompasses our reporting district (RD) number 33 as well as part of Census Tract 631.01. This report reflects City of Newport Beach crime data for calendar year 2011, which is the most current data available. Calls for Service Information City wide there were approximately 65,411 calls for police services during this time, of which 776 were in RD 33. A "call for service" is defined as any citizen contact of the police department which results in the dispatching of a unit or causes the contacted employee to take some sort of action, such as criminal investigations, alarm responses, traffic accidents, parking problems, animal control calls, etc. Crime Information There were 5,751 crimes reported to the Newport Beach Police Department during this period. Of this total, 2,408 were Part One Crimes. Part One crimes are the eight most serious crimes (Homicide, Forcible Rape, Robbery, Aggravated Assault, Burglary, Larceny- Theft, Auto Theft and Arson) as defined by the FBI in the Uniform Crime Reports. The remaining 3,343 reports were Part Two crimes. The Part One crime rate for the entire city during this same period was 2,820.46 per 100,000 people. The national Part One crime rate was 3,345.521 per 100,000 people. This reporting district had a total of 173 reported crimes as compared to a city -wide reporting district average of 152 reported crimes. This reporting district is 21 crimes over or 14% above the city -wide reporting district average. I Figures based on the 2010 Uniform Crime Reports, which is the most recent edition. 2 The Newport Beach population figure used for calculations is 85,376, as estimated by the CA Department of Finance. ABC License Information The number of active ABC licenses in this RD is 6, which equals a per capita ratio of one license for every 375 residents. This location is within an RD that is over the Orange County per capita average of ABC licenses. 3 Arrest Information In 2011, there were 17 DUI and /or Drunkenness arrests in RD 33 and 1,304 DUI and /or Drunkenness arrests for the entire city. This RD amounts to 1.3% of the DUI /Drunk arrests made in the entire City. According to a recent national study by the Department of Justice, more than 36% of adult offenders convicted of crimes in 2009 had been drinking at the time of their arrest. Additional Information The Alcoholic Beverage Outlets ordinance states that the Planning Commission shall consider the crime rate in the adjacent reporting districts. The adjacent reporting districts requested are RD 31 and RD 34. If you are in need of any further assistance, please feel free to contact me. 3 The number of active ABC licenses is the total of all types of licenses known to the police department as of the date of this document. As of June 30, 2011 the Orange County average of active, retail ABC licenses was one license for every 518 residents. (5,839 licenses and a population of 3,018,963) City of Newport Beacl- Police Department July 25, 2012 TO: Melinda Whelan, Planning Department FROM: Detective Brian Haas SUBJECT: Bristol Chevron (Chevron Products, Co.) 2121 Birch Street, UP2012 -012 (PA2012 -073) At your request, the Police Department has reviewed the project application for the Bristol Chevron gas station (Chevron Products, Co.) located at 2121 Bristol, Newport Beach. This location is currently operating as a Chevron Gas Station. The proposal consists of a request to amend an existing use permit to demolish the current gas station and replace with new construction. The new construction would include of a 2,945 square -foot "Extra Mile" convenience store. The applicant will apply for a Type 20 (Off Sale Beer & Wine) license with the Department of Alcoholic Beverage Control. The license will be conditioned appropriately to protect the health, safety and welfare of the community. I have included a report by Crime Analyst Caroline Staub which indicates that this location is within an area where the number of crimes is 14% above the City wide reporting district average. This location is within an RD that is over the Orange County per capita of ABC licenses. Applicant History: The existing site is developed with a 1,950 square -foot service bay and shack shop, a 3,180 square -foot canopy with 6 gasoline dispensers, and a 654 square - foot car wash. This station has been at the location for more than 20 years. Flours of Operation: The gas station and convenience market would be operational 24 hours per day, 7 days per week. Security: No recommendations from the Police Department. Bristol Chevron UP2012 -012 Additional Comments: The Police Department has no objection to the operation as described by the applicant. Signs and Displays: Any signs or displays would need to conform to City requirements. There shall be no exterior advertising or signs of any kind or type, including advertising directed to the exterior from within, promoting or indicating the availability of alcoholic beverages. Interior displays of alcoholic beverages or signs, which are clearly visible to the exterior, shall constitute a violation of this condition. We also recommend that the displays, shelving, etc. be positioned in such a way that the clerk can be seen from outside the building. Employee Training: Require all owners, managers, and employees selling alcoholic beverages to undergo and successfully complete a certified training program in responsible methods and skills for serving and selling alcoholic beverages. Other Recommended Conditions: In addition, the Police Department has determined that the following conditions would be appropriate for the Conditional Use Permit for the business: 1. No alcoholic beverages shall be consumed on any property adjacent to licensed premises under the control of the licensee. 2. The Petitioner(s) shall post and maintain a professional quality sign facing the premises parking lot(s) that reads as follows: NO LOITERING, NO LITTERING The sign shall be at least two feet square with two inch block lettering. The sign shall be in English and Spanish. 3. Beer, malt beverages and wine coolers in containers of 16 oz. or less cannot be sold by single container, but must be sold in manufacturer pre- packaged multi -unit quantities. 4. Wine shall not be sold in bottles or containers smaller than 750 ml. 5. No person under the age of 21 shall sell or deliver alcoholic beverages. 2 Bristol Chevron UP2012 -012 6. The petitioner(s) shall be responsible for maintaining free of litter the area adjacent to the premises over which they have control, as depicted. 7. No alcoholic beverages shall be sold between the hours of 2:00 a.m. and 6:00 a.m. Alcoholic Beverage Control License Upon approval of the CUP, the ABC license will be conditioned as necessary to maintain the health, safety and welfare of the community. If you have any questions, please contact Detective Brian Haas at (949) 644- 3709. Brian Haas, Vice /Intel /ABC Detective Division 0—'k Dale Johnson, Captain Detective Division Commander 3 Attachment No. PC 8 Police Department Reporting Districts taw�o�, Reporting Districts �. Newport Beach Police Department Effective Jan 1, 2008 54th ST 37th ST N W +E S i,,,i, = 411001 e,t _.5 mules I fi �e 20th ST 12 7th ST / B ST UPPER NEWPORT BAY 2 11 C -> KE pR SAIV BUCK GULLY MORNING 67 CANYON FA CI FIC OCEAN / CRYSTAL COVE / STATE PARK 61 CRYSTAL COVE STATE PARK l I R,NbngDstrcts_tl%LLmxd Attachment No. PC 9 PlAns See current Attachment No. PC 4 Attachment No. PC 3 Draft Resolution for Denial RESOLUTION NO. 2012- A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH DENYING CONDITIONAL USE PERMIT NO. 2012 -012 FOR A NEW CONVENIENCE MARKET, AN ADDITIONAL CAR WASH BAY NEXT TO AN EXISTING RENOVATED CAR WASH BAY, A NEW CANOPY AND DISPENSERS, A TRASH ENCLOSURE WITH RECYCLING BINS, THE INTRODUCTION OF OFF -SITE BEER AND WINE SALES (TYPE 20), AND DEMOLITION OF SERVICE BAYS AT AN EXISTING SERVICE STATION LOCATED AT 2121 BRISTOL STREET (PA2012 -073) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: 601:1 09 Is] ►`IIIIIII&Ir_101LVAla.rr•»y_T"1601 1. An application was filed by Chevron Products Co., with respect to property located at 2121 Bristol Street, and legally described as shown on a map filed in Book 179, Page 48 of Parcel Maps in the office of the Orange County Recorder requesting approval of a conditional use permit. 2. The applicant proposes a conditional use permit to construct the following: a 2,945 - square -foot convenience store, an additional car wash bay next to an existing renovated car wash bay, a new canopy with five new dispensers, and a trash enclosure with recycling bins. Demolition would include three service bays, a snack shop, an existing canopy and six dispensers. The existing underground storage tanks and the Healy clean air system will remain. Also included in the request is a Type 20 (Off Sale Beer & Wine) ABC license. 3. The subject property is located within the Commercial General (CG) Zoning District and the General Plan Land Use Element category is General Commercial (CG). 4. The subject property is not located within the coastal zone. 5. A public hearing was held on August 23, 2012 in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. Pursuant to Section 15270 of the California Environmental Quality Act (CEQA) Guidelines, projects which a public agency rejects or disapproves are not subject to CEQA review. Planning Commission Resolution No. _ Pace 2 of 3 SECTION 3. REQUIRED FINDINGS. Pursuant to Section 20.48.210.A (Service Stations, Allowable uses and activities), the proposed convenience market and automated car wash uses are permitted as accessory uses for a service station. Section 20.48.210.T.1 (Permit and Review Procedures, Conditional Use Permit Required) of the Zoning Code requires approval of a conditional use permit (CUP) for an existing service station whenever a request is made for the introduction of any of the accessory uses allowed for service stations, the introduction of alcoholic beverage sales, or any similar change in the operational characteristics of the service station. Pursuant to Zoning Code Section 20.52.020 (Conditional Use Permits and Minor Use Permits), an application for a CUP is subject to review by the Planning Commission, which may approve or conditionally approve the project if facts are found to make the findings required for approval. In this case, the Planning Commission was unable to make the required findings. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach hereby denies Use Permit No. UP2012 -012. 2. This action shall become final and effective fourteen days after the adoption of this Resolution unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal Code. PASSED, APPROVED AND ADOPTED THIS 23rd DAY OF AUGUST, 2012. AYES: NOES: ABSTAIN ABSENT: BY: Michael Toerge, Chairman BY: Fred Ameri, Secretary Tmplt: 12/1512011 Planning Commission Resolution No. _ Paqe 3 of 3 Tmplt: 12/1512011 Attachment No. PC 4 Plans SITE DATA / PLANNING DATA AIE WXRIOXS 2121 IIDTM SRSEET REWIRED APY -]6215 6,207 Sp. FT. (15.8% Qe SITE) XWEE. OE94NAPGN(5): C - GFNFRAT COHVEPCIAL 150 SP. Ft. (Ai CONNEA) AWAfidT PLANNING .ING EMEREARTEE : slaDisc Architect.. INC. G ANI.Rl 11�EC : "! i`a9iimw6ia sou" cc GENERAL IW -A"AL NEST COS I£ COURSE- CI COSTA "'A "'A EAST CG G 1,1 LOM4IERCIAL DOE NOT USE FOR CONSTRUCTION WwRWE, AND USE GASLLRE SALES. CANYDRIENCE SIORE .1 CA .. Y. 56 SP Fi G.92 ACRE DATE BNEXT. 1REA SHEET SoSA4ELOr APFA G3IDHE 2.895 Sf 2.995 SF. CANOPY All, SF. 3472 AF j[CAWAJ 659 SF. 659 SF. U PiO R[1 96 S, AA X". CgpyTATAU TPIAL >.168 SF. LOT wMAAOL 19.gz 4NOBCAPE APFA 2121 EBSTOL STREET REWIRED BEED 4 5.993.9 SD. 11 FAA OF SITE) 6,207 Sp. FT. (15.8% Qe SITE) I.'. SP R. (SGF AT G.N 1.801 50. ii ST. AT IT.1) 150 SP. Ft. (Ai CONNEA) 3638 Sp FT. (AT CORNEA) IAIEU INC x..R El - 2> -O' URWS) - 1 STORY - pm.. zG' o- (q cnxwnsx U'--D P SVYYMT: C A9� RAT D BEAR PAF lGR CIXWPENCE SioxE 2,995 sF. 1 /zoo S.F. is 15 p Cpm CY: CANOPY GP WASH B C -STOP[ m mL.. IS Y.R." 11 ry SCOPE OF WORK REQUEST FOR AMENDMENT OF THE EXISTING CONDITIONAL USE TO ALLOW FOR THE CONSTRUCTED OF A NEW CONVENIENCE NEW CANOPY, NEW TRASH ENCLOSURE, NEW SIGNAGE, NEW P, AND NEW LANDSCAPING. THE EXISTING CARWASH IS TO REMAI 98 SO.FT. ADDITION TO THE EQUIPMENT ROOM. THE REQUEST TO INCLUDE BEER AND VINE SALES INSIDE THE CONVENIENCE 24 HOURS OPERATION, AND NEW SIGNAGE. VICINITY MAP SHEET INDEX SHEET No. DESCRIPTDN 1 PLANNING SITE PLAN 1.1 PLANNING $IZE PLAN PHASE II 2 PLANNING FLOOR PLAN 3 PLANNING BUILDING ELEVATONS 3.1 PLANNING BUILDING ELEVATIONS 4 PLANNING CARL' /ASH ELEVATIONS 4,1 PLANNING CARWASH ELEVATORS PHASE 11 5 PLANNING CANOPY ELEVATIONS 6 PHASE 1 PRELIMINARY LANDSCAPE PLAN 6.1 PHASE 2 PRELIMINARY LANDSCAPE PLAN 7 PHASE T PRELIMINARY IRRIGATION PLAN 7.1 PHASE 2 PRELIMINARY IRRIGATION PLAN 8 PLANNING SIGN PLAN 9 PHOTOMETRIC PLAN PROPERTY OWNER CHEVRON PNDacTB CO. 145 5. STATE COLLEGE BLVD. P.D. BOX 2292 BREA, CA 92822 (714) 671 -3499 ATTN: JEFF VAN RIPER PROJECT OWNER 145 S STATE CL W. 145 s. STATE COLLEGE eLw. P.O. , C 2292 BREA, 71 92822 ALLEN 6EFF VAN ALLEN: JEFF VAN RIPER PROJECT APPLICAM/ARCHITECT 19 TECHNOLOGY DRIVE 19 TECHNOLOGY DRIVE b B CA. WNE, CA. 92618 (949) 923 -6903 (949) 923 -6190 ATTN: LARRY TOBALL n SA. M na ine copy 111A to RI tle sign -1 F- -A-F- Iu. tlz in xinis 'EZ1,u Ame'taezign. nu avez Rvl rlv a Hall l sima tn9 ulx, er zei'. 1X6 tr rvinq w on aulvo live eerkx nuzea hereon m , el Cl:esxm OSA Inc. ngnYZ yrezerveE. 2121 EBSTOL STREET 0 r� ChevrofH lC NEWPORT BEACH, CA 92860 PLANNING slaDisc Architect.. INC. JT�x 11�EC : "! i`a9iimw6ia SITE PLAN -PHASE I '''... .goq.grzom9B . e1 DOE NOT USE FOR CONSTRUCTION MIR HO UNLESS WTLILED AND DATED: DATE SHEET BsG rz0 -zm6 1 DOM zomoDl036 ORAtNNG CREATED i BIRCH STREET n N W W PY � PL J I— FK m In3 N In (® Y)) S MO it HIGH CAIU \VALE TO AL r la I Ixl �I j 21PI Pi 3I H0 HER CI I I Cl)HAAAR ENCLOISSE MIM RECYCIE BINS / A F ( ) HAS DO D HOT cuu wu DF 6 TO HEIST TD ALAN SIZE ADXI 2131 GIICIPT STREET _ 1 22410' +. _ W M EACx I I II 6' -D° TRA[ K ,- I - IAt GOU CW'RSE- CITY M COSTA MSA Sf�tlteC Ti.OL Ti. OF 2) LP✓J:E AK MACASHHLR k 7 L5. TRIM C (D4 =5I4HE 2.945 SE A995 S.F. y 2D' -0° IC AND SETRACK x I I I ( LS. UNLESS INRWLED PAD DATED W 752 s F. FPBWeSH ]52 SE. GAARwnS RE Al ¢ nl (N)C.NASH KEYPAD TO REMAN 8,045 B.E. V'A 3 LIE} , 9j v$' t i -0' SS. T(BACK BLO G. SETBAIX ] CN— SE— __ 15 -9 ____ AS PHASE IT L ... TO BE RELOCAT O W PUNTER B I 5 PLANNING CANOPY ELEVATIONS P .'aI'•„ CPGPION DE KEW SH BAY (E) C -C ®Gt£ SIG! TO REMAIN (25' -0° TO TW) (E)ORI VEWAY TO PFM N N 39 °48'17'1 E O DISCLAIMER NOTE LIFE PROPERTY LINES AND DIMENSIONS SHOT% ON THIS ORAIVING ARE BASED ON INFORM.ATON PROVIDED BY OTHERS AND THAT INFORMAnON HAS NOT BEEN VERIFIED NOR CERTFlED AS TO ACCURACY. THESE PLANS MAY BE REVISED AND REISSUED UPON RECIEPT OF A CEREFIEO ENGINEERED SURVEY AND TITLE REPORT. OF TRAVEL (E) 14' PAW TREE TO HEARD 132058' IRVINE AVE. e PUS SIZE ADXI 2131 GIICIPT STREET POSH, i uEL ANA, µ AVE I I I I I II LOW n ,- I - IAt GOU CW'RSE- CITY M COSTA MSA Sf�tlteC Ti.OL Ti. OF 2) LP✓J:E AK MACASHHLR k PROPOSED WiN ION GASOUSE SALES, PAR1 11111E STORE AHO CARNASH LIE S]£: 19.956 Sp 1T 0.92 ACRE TRIM OiA (D4 =5I4HE 2.945 SE A995 S.F. II I I I I I ( DCDNS E UNLESS INRWLED PAD DATED W 752 s F. FPBWeSH ]52 SE. (E)IRd]6M>BIXWa KE) A 30 0° -- S[ ATEfl UNIT (mcna vasty ear OFC .F. TO REMAN 8,045 B.E. V'A 3 LIE} , 9j v$' _ SS. T(BACK BLO G. SETBAIX ] CN— SE— __ — ____ _ _ ____ _5'_0 (E) C -C ®Gt£ SIG! TO REMAIN (25' -0° TO TW) (E)ORI VEWAY TO PFM N N 39 °48'17'1 E O DISCLAIMER NOTE LIFE PROPERTY LINES AND DIMENSIONS SHOT% ON THIS ORAIVING ARE BASED ON INFORM.ATON PROVIDED BY OTHERS AND THAT INFORMAnON HAS NOT BEEN VERIFIED NOR CERTFlED AS TO ACCURACY. THESE PLANS MAY BE REVISED AND REISSUED UPON RECIEPT OF A CEREFIEO ENGINEERED SURVEY AND TITLE REPORT. OF TRAVEL (E) 14' PAW TREE TO HEARD 132058' IRVINE AVE. e PUS SIZE ADXI 2131 GIICIPT STREET POSH, i uEL ANA, µ AVE AEN 489 -IAOS G ZWGNG OENGHATON(5): C - ENERAL 11i11.CIAL .JACEHDE9dITON4 NENPORT BEACH•cA 92660 NORM AD AIRPORT SWTH CG GENERAL COUt1ERC1Al IAt GOU CW'RSE- CITY M COSTA MSA Sf�tlteC EAST CG ALDFAt CO'ANERHAL LP✓J:E AK MACASHHLR k PROPOSED WiN ION GASOUSE SALES, PAR1 11111E STORE AHO CARNASH LIE S]£: 19.956 Sp 1T 0.92 ACRE D6 .gI3N19D ..r! SA OiA (D4 =5I4HE 2.945 SE A995 S.F. DO NOT USE FCP CONBTflUCIi(NJ (ICANS, 3,472 OF, 3,472 S.F. SHEET INDEX UNLESS INRWLED PAD DATED W 752 s F. FPBWeSH ]52 SE. SHEET No. DESCRIPTION 270 SF (mcna vasty ear OFC .F. 1 PLANNING SITE PLAN 8,045 B.E. V'A rvGH CMU WALL i0 REM Ux 2 PLANNING FLOOR PLAN TNIK AGO A DL OSURE TO RETAIN 3 PLANNING BUILDING ELEVATIONS RSERS TO REHAII 3.1 PLANNING BUILDING ELEVATIONS 4 PLANNING CAROIASH P_EVATIONS TO BE RELOCAT O W PUNTER 4.1 PLANNING CARWASH ELEVATIONS PHASE II 5 PLANNING CANOPY ELEVATIONS BEmusEN pg_WD p):p 6 PHASE 1 PRELIMINARY LANDSCAPE PLAN SB03.4 CO. ET (i5S OF s.) 5110 50 11 ( OF SPAS 6.1 PHASE 2 PRELIMINARY LANDSCAPE PLAN t mG SO I (30A Al HOLD t e 59. R (I. AT FRONT) 7 PHASE 1 PRELIMINARY IRRIGATION PLAN ASEMENT EIR PO.ER FOR AOJACF)" CIA Q U 0 O O IO 20 AO 60 BO � V� SCALE: 1°=20' -01 SITE DATA / PLANNING DATA VICINITY MAP SIZE ADXI 2131 GIICIPT STREET POSH, i uEL ANA, µ AVE AEN 489 -IAOS G ZWGNG OENGHATON(5): C - ENERAL 11i11.CIAL .JACEHDE9dITON4 NENPORT BEACH•cA 92660 NORM AD AIRPORT SWTH CG GENERAL COUt1ERC1Al Stantac Architecture DO. GOU CW'RSE- CITY M COSTA MSA Sf�tlteC EAST CG ALDFAt CO'ANERHAL LP✓J:E AK MACASHHLR k PROPOSED WiN ION GASOUSE SALES, PAR1 11111E STORE AHO CARNASH LIE S]£: 19.956 Sp 1T 0.92 ACRE D6 .gI3N19D ..r! SA OiA (D4 =5I4HE 2.945 SE A995 S.F. DO NOT USE FCP CONBTflUCIi(NJ (ICANS, 3,472 OF, 3,472 S.F. SHEET INDEX UNLESS INRWLED PAD DATED W 752 s F. FPBWeSH ]52 SE. SHEET No. DESCRIPTION 270 SF (mcna vasty ear OFC .F. 1 PLANNING SITE PLAN 8,045 B.E. AND, 2 7.01032 1.1 PLANNING SITE PLAN PHASE II 2 PLANNING FLOOR PLAN DBAWDYG CREATED 3 PLANNING BUILDING ELEVATIONS LOT Wl£RAGE 2C'IX 3.1 PLANNING BUILDING ELEVATIONS 4 PLANNING CAROIASH P_EVATIONS UNWCME MG 4.1 PLANNING CARWASH ELEVATIONS PHASE II 5 PLANNING CANOPY ELEVATIONS BEmusEN pg_WD p):p 6 PHASE 1 PRELIMINARY LANDSCAPE PLAN SB03.4 CO. ET (i5S OF s.) 5110 50 11 ( OF SPAS 6.1 PHASE 2 PRELIMINARY LANDSCAPE PLAN t mG SO I (30A Al HOLD t e 59. R (I. AT FRONT) 7 PHASE 1 PRELIMINARY IRRIGATION PLAN 7.1 PHASE 2 PRELIMINARY IRRIGATION PLAN ISO SO FT. (AT CASTLE) OASIS AD, 11 (AT WRILN 8 PLANNING SIGN PLAN 9 PHOTOMETRIC PLAN .USCG HEIONT C-STORE 23' -D NC.B - 1 11.1 PR=RIPER WNER G ANDPY SC -V OF CARwnsH UP-G' PAFXING LIYMARY: AREA anno A= IMPI., PHCDlICT6 N. ATE COLLEGE BLVD. CIACSAIEOCE STORE 2945 Cq V290 S1 15 IS • 2292 92822 -3499 OCCUPANCYI cPNOPY S. WA VI B FF VAN RIPER ORE CONAI noH SCE. cAACHY G N PRWNER C -SERE V x CHEYgONPENDUCT6 CO 145 S. STATE COLLEGE BLVD. P.O. BOX 2292 BREA, CA 92822 (714) 671 -3499 ATTN: JEFF VAN RIPER SCOPE OF WORK PROJECT APPLICANT /ARCHfrECT SCANTSCAR IifECTU1E 19 TECHNOLOGY DRIVE TECHNOLOGY (E) CAR VASH BUILDING TO REMAIN AND CONSTRUCT NEVI 51111E CAAI BAY ADJACENT TO THE (E) CONVENIENCE STORE. IRVNE, CA. 92618 (949) 923 -6903 (949) 923 -6190 ATTN: LARRY TDBALL = BRSPOL BIAEET 0 have® NENPORT BEACH•cA 92660 PLANNING Stantac Architecture DO. Sf�tlteC . 'sf-'-PA, B. SITE PLAN -PHASE II D6 .gI3N19D ..r! SA DO NOT USE FCP CONBTflUCIi(NJ um LOT UNLESS INRWLED PAD DATED - COTE M 20 -2D1s SHIE FE AND, 2 7.01032 1.1 DBAWDYG CREATED ❑ NOTES ❑j ALL INTERIOR DOORS ARE 3' -0' x 7`-0 ❑z AWMMUM STORE FRD.T sremA ❑j A/C k EDURERAPON ONITS I,D POOE ARE A —R HIGH. OSEARJFNT SCREEN IS 4' -9' HIGH, AREA SUMMARY- CONWIN ENCE STORE' ROOM AREA SALES- MERCHANOISING AREk' 1,507 S.F. COOLER: 220 S.F. OFFICE: 55 S.F. MLMf ROOM: 313 S.F. STORAGE RODIA 169 S.F. RESTROOAI AND HALLWAY 176 S.F. GROSS BUILDING ARE,' 2,945 S.F. D,Nrreler of e#enor well ) S e. or ¢ell Nla OroMn9 Ar ony tlerlretl EAevm USA. Inc. All nl res—S. DD NOT USE FOR CONBTRUC110N UN1JE98 PlRW.ED AND DATA 021 BFTSl I3 REEi RI 9EA0t( CA 92669 PLANNING FLOOR PLAN PGR LOT DAT[ J_ ✓— B$, 40-]016 I Sf�EF �� 300J001036 G DRANINO LREATEU 1 � I 1 I WALK -IN j COOLER SALES UTILITY _ I STORAG < I I I � I I < � � I I , I I II OFFICE r I j COFFEE BAR I ® II II II WOMEN " MERCHANDISING It AREA I I I II �e I II HALLWAY CASHIER AREA I I J L- I , , MEN ® ENTRANCE -------------- - - - - -- - - - -- e. or ¢ell Nla OroMn9 Ar ony tlerlretl EAevm USA. Inc. All nl res—S. DD NOT USE FOR CONBTRUC110N UN1JE98 PlRW.ED AND DATA 021 BFTSl I3 REEi RI 9EA0t( CA 92669 PLANNING FLOOR PLAN PGR LOT DAT[ J_ ✓— B$, 40-]016 I Sf�EF �� 300J001036 G DRANINO LREATEU e E E 3 E S a `a K E tOF SIGN M PARAPET ENTRY OWfl AND FRAME NORTH ELEVATION SCALE: 1/4 " =I' -0' SOUTH ELEVATION SCALE: T1,• V -T DECAL LEGEND NOTE DECAL TYPE AND PuCETHERI SHALL COMPLY OUT THE LATEST VFPST. OF SHERI HALLMARK 20/20 IMAGE WIOEUNES, BECTON 15, BACKCOURT BUILDING ENTRY DOOR DECALS. COLOR LEGEND 1❑ MISSION TILE ROOF; U.S. TILE TWO —PIECE BE ANZA BLEND TO MATCH SHOPPING CENTER Z2] FRAZEE 7751VI "BEACH GRASS FRAZEE 82541A "CINNAMON SPICE" ® FOAM CORNICE & MOLDINGS W7771 PLASTER FINISH I5 FRAZEE 8163W "OIJVR BRANCH" © PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC. MODEL k: M18 k 1 1/7; COLOR: "TAN" 1!1 ADOQUIN STONE TILE BY GMS STONE & TILE INC. COLOR: CAFE 3 (8 A 8 ") DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE 'MESQUITE" 991 ELEGANT WILLIAMS SW2047 "PICNIC TABLE" 10 TILE ACCENT —'MITE INNER TILE ON RED OUTER TILE 11 CHILLED WINE (SEMI—GLOSS) 438 -7 12 ANGELES SPLIT —FACE BLOCK "SANDSTONE" 13 ICI — 372 — "TAUPE WOOD" NOTES 1. PPG CGN TACT: DAN A..,, (BOOT 256-514] CE,EG 5 2. FOR INTERIOR DECAL SIGNS SEE GRAPHICS ANT PAUL I SHEET Y01. B. PRONDE ENTER DRAWN. CF BRUNEfRONi PRIOR TO FABRICATION, DETAIUNO MATERIALS, WARGEZ. EGGS. RECTUM CONNECTIONS. ETC. C MECHANICAL GOOF MOUNTED EDUIPMFNF. PRIME (MOTE ETCH) AND PAINT CAPE AU LAC. SEE COLOR HERBERT 5. 'TE% -COTE" SPRAY TE%NflE OVER RED PANEL TO (MATCH CEMENT PLASP:R ON BROUGH . 5. SEALANT: MEN SEALANT IS REQUIRED ATJACENT TO UGHT OR GATT AREAS, USE ALLOYS SEALANT. ALL SEALANT SHALL BE PAINTADLE, J. ALL 9GNS OWES SEPARATE PERMIT. 5. PPG PAINT TO BE VON- COMPLIANT URETHANE. CHEVRON DISCOUNT APPLIES. T NOT REPO HE ALL PAINT SHALL BE APPROVED BY CHEVRON REPRESENTATI PRIOR TO APPUTCATIST PREPARE SURFACE ND APPLY PAINT. PER PAINT MINE RECOMMENDATIONS 11, CEMENT PLASTER SHALL BE 7 /8' TICRNESS OVER EMPANDEO METAL THIN ATTACHED W/ FASTENERS PER HBO TABLE 25 -C, OKR MV LAYERS CHASE W BUBO. PAPER, FlNISH TO BE MEDIUM DASH. TOP. 12, PAINT MECH. AND AGAIN.. RODE PFIRETRATONS. U, 1/2 CEMENT PASTOR CONTROL :a NT. BY NEW ®150 TNT PRINTABLE GRAL. :1 ALL NANNG, STOREFRONT AND DOERS TO SE FEET SEE STOREFRONT NOTES SHE. AD. 15. MERIFY LETATON OF EBB Al CHEVRON GET LOCATE O NA%. +46' ITT WERICAL DIMENSIONS SHOWN 0.9E FM REFERENCE TO THATNG LUMBER FROM TOP OF FACT SUB RADIO) .A SECPOVS & RETAILS FOR BEHOUCS 17. ABOX ENGRAVED METAL TAG TO DAY -LO TFL PIPE IOENTRYING OVERFLOW V5. ROOF DRAIN. imid —p-RIG, of AM— no domann, P WTI 'Elinn Mil' dnAlol, WU does not Poll ATdbAO,F1 M 11 MCI CAPnoton, B Fill -1 It-- W.A. TRY. Ali lights fosuva,L 2121 BRISTOL STREET MFEmD NEWPORT BEACH, CA 92680 alftc "'LL' OR g' g;' ° " "'° "" BUILDING ELEVATIONS rvine. B Te1.919.92.1.6000 UM.95993].6190 .x1 D0 NOT 119E FOR CONBIRUCTICN MORE LET UNLE991"l -ED AND DATED! DATE BR 2D -3016 SHEET MR 2002001EM 3 DRAWING CREATED, E 2s —z• TOP OF FRAMING G �p 6p WEST ELEVATION SCALE: ,/4- -1' —D• B'HE• TOP OF PLATE j EAST ELEVATION SCALE: 1 /4' =,'_D• DECAL LEGEND DECAL k OCL —SH OPERATOR NAM W E /AGORESS/HRS OCL -203 IN CASE OF WERGENCY CALL... NFL —20S B SPILL NPI.GARON DLL -205 MICROWAVE IN DOE DLL —206C-1 CREDIT CARDS ACCEPTED. FLEET CARDS ACCEPTED DCL -20] NO BATS OVER 120 DCL -20B SORRY NO CHECKS DCL-m9 C -B) CUSTOMERS In. OISANIS IIES O -B As NEEDED) ML -210 RIN NO ORINO ON PREMISES OL L -2z] EMERGENCY EXIT ONLY GCL -22B NO SMORIIIG BCL -2DB EMERGENCY SHUT GFF 51NRH P. 0'D.C. 1 STNEET ADDRE NUMBERE GCL -256 PUSN/PULL PAY SMALL BILLS DR -279 EI£LIAMIC SURMU`XDCE OCL -469 RESTNCOM INSiOE NOTE, . DECAL TYPE AND PLACEMENT MALL COMPLY RED THE LATEST VERHUGN OF CHUIRM HAUMARK 20/20 IMAGE WIDEIINE$ ACCEPT 15, BACKCOURT BUILDING EMRY DOOR DECALS, COLOR LEGEND O MISSION TILE ROOF; U.S. TILE TWO—PIECE BE ANZA BLEND TO MATCH SHOPPING CENTER ❑ FRAZEE 7151W 'BEACH GRASS" ❑ FRAZEE 8254M "CINNAMON SPICE" ® FOAM CORNICE & MOLDINGS KITH PLASTER FINISH ❑ 5 FRAZEE 8163W 'OLIVE BRANCH" © PRECAST MODELN: CONCRETE XE 1E 1/2,{ COLOR'NCTAN DESIGNS INC. BY ❑ BROWN STONE TILE BY GMS STONE & TILE INC. COLOR: CAFE 3 (8 "X 8') O DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE "MESQUITE" 9❑ SHERIVN 141LLIAMS SW2047 "PICNIC TABLE" 10 TILE ACCENT — WHITE INNER TILE ON RED OUTER TILE II CHILLED MINE (SEMI — GLOSS) 438 -7 12 ANGELES SPILT —FACE BLOCK "SANDSTONE" 13 ICI — 372 — "TAUPE WOOD" NOTES 1. PPG CIXMMI DAN OAYiS. (800) 288 —SKS CATERER 2 FOR INTERIOR DECAL SIGNS. LEE GRAPHICS AND PONT PLAN. SHEET Y01. ]. MAUDE LIIOP HADANGS OF STOREFRONT PRICK TO FANRILATEAT DETAILING MATERIALS. PHIAfr5, G2E5, PRGAI CONNECTPYS, E, 4. MECHANICAL RACE MC NTED EQUIPMENT: PRIME (ACID ETON) AND PAINT CAFE AU LAID SEE COILR LEGEND. 5. 'TES —COTE' SPRAY TEXNRE OVER GSM PANR TO HATCH CEMENT PLASTER ON BUILDING. 6. SEXTANT WIN SEALANT IS REQUIRED ADJACENT TO TIGHT OR DARN AREAS. USE CLEAR SEALANT. ALL SEALANT SHALL BE PAINTABLE. 1. SIGN MNOFR SEPARAIE PFAMIT. A. PPG PAINT TO BE VOC COMPLIANT URETHANE. CHEK.ON OISCWNT APPLIES A. NOT MSEC 10. ALL PART SHALL BE APPROVED BY GLIMUSN REPRESTU TAPVE PRIOR M APPIICAIION. PREPARE Afal AND APPLY PAINT. PER PAINT MFlZ APTYKIAFNDABONS. It. CEMENT PLASTER SHALL BE 7/8• TNIHFNESS OVER EXPANDED METAL LATH ATTACHED W/ FASTENERS PER UBC TABLE 25 —C. OVER TOD LAYERB GRADE '0 BLOC. PAPER. FULLM TO BE MEDIUM DASH, TT. 12. PAINT MECN, AND PWIABINO ROOF PENETRATIONS, 1}, 1/2 GWENT PLASTER COREM JOINT, BY USG /100 POLL MAWTABfE FINISH. 14. ALL GLADNG STOREFRONT AM DOORS M BE TEMPERED. SUE STOREFRONT NOTES SKI ALI. 15. VERIFY LOCATION OF ESA W/ CHEVRON PEP, LOCATE O MAX +40' 18. VERTICAL OIMEN9IXi5 MOM ARE FOR REFERENCE TO FRAMING LMMBER FROM TOP OF FLOOR SUB (U.O.N.) SEE AMICKS R BETNLS FOR EPECIFlCS 17. ALEX ENGRAVED METAL TAG TO DAY—LIGHTED PIPE IQENTFING OVERFLOW VS ROOF GRAIN. Ch scan P"I",a Campany, v dlSKE If GY— U.S.A. Inc.. o nx Ule ropy d981s iv ilia X.SU, o! In, herein tleic 3etl •Ea LV MBe" m.,kX1 bv"'D m em lea A any Lan911e v NectrvH metlum e! Byre xsien luMARI buAdl g, artM1ltecWrol plans. w dmwlps Tbed E."l M1te0 En X.`vl Neludes Me A ...11 1— d well va Na arc 'amen, onG compvil,lon oT spaces vnd elem en,s N PA •Cerro MAe' design, but tloea nvl Include IndlWduW x,o ndwd IevWrea w tletvA S. Milne wlaM1 ea t copy. disHly le, dr sPI ,Ills dranln, or any dviwli- U. X hosed M1e2m must I- xn,lee pON. -%1 o,XUNA, MESAIl IT v2005 Ch scion Cwp a'v, bn, d tllNSlon e( CM1erron US A Inc. All Ng hla reserved. 2121 BRISTOL STREET MOM Chevron NEWPORT BEACH, CA 92660 '., p p �B HVAC UNITS ACTING RGOT THE BEYWD 2 •_• PARAPET WALL *18111 O PLATE DO NOT USE FOR CON9TRUCTICN MORE LOT UNLESS INIRALED AND DATED IQ S51 40 -2D16 z SHEET JDB} 2WJ801GL8 3.1 J ,z• _5• e0r. OF TRIM _ �0 6 0 0 0 0 0 / ) ❑ ❑ 8 I WEST ELEVATION SCALE: ,/4- -1' —D• B'HE• TOP OF PLATE j EAST ELEVATION SCALE: 1 /4' =,'_D• DECAL LEGEND DECAL k OCL —SH OPERATOR NAM W E /AGORESS/HRS OCL -203 IN CASE OF WERGENCY CALL... NFL —20S B SPILL NPI.GARON DLL -205 MICROWAVE IN DOE DLL —206C-1 CREDIT CARDS ACCEPTED. FLEET CARDS ACCEPTED DCL -20] NO BATS OVER 120 DCL -20B SORRY NO CHECKS DCL-m9 C -B) CUSTOMERS In. OISANIS IIES O -B As NEEDED) ML -210 RIN NO ORINO ON PREMISES OL L -2z] EMERGENCY EXIT ONLY GCL -22B NO SMORIIIG BCL -2DB EMERGENCY SHUT GFF 51NRH P. 0'D.C. 1 STNEET ADDRE NUMBERE GCL -256 PUSN/PULL PAY SMALL BILLS DR -279 EI£LIAMIC SURMU`XDCE OCL -469 RESTNCOM INSiOE NOTE, . DECAL TYPE AND PLACEMENT MALL COMPLY RED THE LATEST VERHUGN OF CHUIRM HAUMARK 20/20 IMAGE WIDEIINE$ ACCEPT 15, BACKCOURT BUILDING EMRY DOOR DECALS, COLOR LEGEND O MISSION TILE ROOF; U.S. TILE TWO—PIECE BE ANZA BLEND TO MATCH SHOPPING CENTER ❑ FRAZEE 7151W 'BEACH GRASS" ❑ FRAZEE 8254M "CINNAMON SPICE" ® FOAM CORNICE & MOLDINGS KITH PLASTER FINISH ❑ 5 FRAZEE 8163W 'OLIVE BRANCH" © PRECAST MODELN: CONCRETE XE 1E 1/2,{ COLOR'NCTAN DESIGNS INC. BY ❑ BROWN STONE TILE BY GMS STONE & TILE INC. COLOR: CAFE 3 (8 "X 8') O DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE "MESQUITE" 9❑ SHERIVN 141LLIAMS SW2047 "PICNIC TABLE" 10 TILE ACCENT — WHITE INNER TILE ON RED OUTER TILE II CHILLED MINE (SEMI — GLOSS) 438 -7 12 ANGELES SPILT —FACE BLOCK "SANDSTONE" 13 ICI — 372 — "TAUPE WOOD" NOTES 1. PPG CIXMMI DAN OAYiS. (800) 288 —SKS CATERER 2 FOR INTERIOR DECAL SIGNS. LEE GRAPHICS AND PONT PLAN. SHEET Y01. ]. MAUDE LIIOP HADANGS OF STOREFRONT PRICK TO FANRILATEAT DETAILING MATERIALS. PHIAfr5, G2E5, PRGAI CONNECTPYS, E, 4. MECHANICAL RACE MC NTED EQUIPMENT: PRIME (ACID ETON) AND PAINT CAFE AU LAID SEE COILR LEGEND. 5. 'TES —COTE' SPRAY TEXNRE OVER GSM PANR TO HATCH CEMENT PLASTER ON BUILDING. 6. SEXTANT WIN SEALANT IS REQUIRED ADJACENT TO TIGHT OR DARN AREAS. USE CLEAR SEALANT. ALL SEALANT SHALL BE PAINTABLE. 1. SIGN MNOFR SEPARAIE PFAMIT. A. PPG PAINT TO BE VOC COMPLIANT URETHANE. CHEK.ON OISCWNT APPLIES A. NOT MSEC 10. ALL PART SHALL BE APPROVED BY GLIMUSN REPRESTU TAPVE PRIOR M APPIICAIION. PREPARE Afal AND APPLY PAINT. PER PAINT MFlZ APTYKIAFNDABONS. It. CEMENT PLASTER SHALL BE 7/8• TNIHFNESS OVER EXPANDED METAL LATH ATTACHED W/ FASTENERS PER UBC TABLE 25 —C. OVER TOD LAYERB GRADE '0 BLOC. PAPER. FULLM TO BE MEDIUM DASH, TT. 12. PAINT MECN, AND PWIABINO ROOF PENETRATIONS, 1}, 1/2 GWENT PLASTER COREM JOINT, BY USG /100 POLL MAWTABfE FINISH. 14. ALL GLADNG STOREFRONT AM DOORS M BE TEMPERED. SUE STOREFRONT NOTES SKI ALI. 15. VERIFY LOCATION OF ESA W/ CHEVRON PEP, LOCATE O MAX +40' 18. VERTICAL OIMEN9IXi5 MOM ARE FOR REFERENCE TO FRAMING LMMBER FROM TOP OF FLOOR SUB (U.O.N.) SEE AMICKS R BETNLS FOR EPECIFlCS 17. ALEX ENGRAVED METAL TAG TO DAY—LIGHTED PIPE IQENTFING OVERFLOW VS ROOF GRAIN. Ch scan P"I",a Campany, v dlSKE If GY— U.S.A. Inc.. o nx Ule ropy d981s iv ilia X.SU, o! In, herein tleic 3etl •Ea LV MBe" m.,kX1 bv"'D m em lea A any Lan911e v NectrvH metlum e! Byre xsien luMARI buAdl g, artM1ltecWrol plans. w dmwlps Tbed E."l M1te0 En X.`vl Neludes Me A ...11 1— d well va Na arc 'amen, onG compvil,lon oT spaces vnd elem en,s N PA •Cerro MAe' design, but tloea nvl Include IndlWduW x,o ndwd IevWrea w tletvA S. Milne wlaM1 ea t copy. disHly le, dr sPI ,Ills dranln, or any dviwli- U. X hosed M1e2m must I- xn,lee pON. -%1 o,XUNA, MESAIl IT v2005 Ch scion Cwp a'v, bn, d tllNSlon e( CM1erron US A Inc. All Ng hla reserved. 2121 BRISTOL STREET MOM Chevron NEWPORT BEACH, CA 92660 DRAWING CREATEDS BUILDING ELEVATIONS LlArcnnacwTamc. macy Dr. 82618 .943 E000 fm. 90392]6190 DO NOT USE FOR CON9TRUCTICN MORE LOT UNLESS INIRALED AND DATED oATE __J_ /___ S51 40 -2D16 SHEET JDB} 2WJ801GL8 3.1 DRAWING CREATEDS WEST ELEVATION EAST ELEVATION S.,E: 1 /a' =t' -O" SGLE I /a' =,' -0' a fa iW CF P1AFc _ iOP OF PWIE l NORTH ELEVATION ..: 1 /,.e1 ._p. W PLANNING 0 0 COF 0 0 a a a 0 0 a'�A81B DO NOT WE FOR CONBIRU DMIN MOe LMT UNLESS BdIMLED AND DATED wTE - - /_/ NORTH ELEVATION ..: 1 /,.e1 ._p. W LMWPSN. AAB SOUTH ELEVATION 7 EXISTING CARWASH BUILDING TO REMAIN. NEW CORNICE, TILE WAINSCOT AND NEW PAINT TO BE ADDED TO EXISTING BUILDING TO MATCH NEW C —STORE AND NEW CANOPY. GENERAL NOTES: 1. PPG CONTACT: MARIA CARR, 713- 944 -8550 2. SEE CHEVRON STANDARD CONSTRUCTION SPECIFICATIONS FOR APPLICATION OF PAINT /FINISHES. 3. SEALANT; WHEN SEALANT IS REQUIRED ADJACENT TO LIGHT OR DARK AREAS, USE CLEAR SEALANT. ALL SEALANT SHALL BE PAINTABLE. 4. PPG PAINT TO BE VOC- COMPLIANT URETHANE. CHEVRON DISCOUNT APPLIES. 5. ALL PAINT SHALL BE APPROVED BY CHEVRON REPRESENTATIVE PRIOR TO APPLICATION. PREPARE SURFACE AND APPLY PAINT, PER PAINT MFR. RECOMMENDATIONS. COLOR LEGEND ❑1 MISSION TILE ROOF; U.S. FILE TWO -PIECE DE ANZA BLEND TO MATCH SHOPPING CENTER ❑2 FRAZEE 7751W "BEACH GRASS" ❑3 FRAZEE 8254M "CINNAMON SPICE" ® FOAM CORNICE & MOLDINGS WITH PLASTER FINISH ❑ FRAZEE 81634 "OLIVE BRANCH" © PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC. MODEL y; M18 % 1 1/2 "; COLOR: "TAN" O ADOOUIN STONE THE BY GMS STONE & THE INC. COLOR: CAFE 3 (e "x S') 9� DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE "MESQUITE' �9 SHOWN WILLIAMS SW2047 "PICNIC TABLE" 10 TILE ACCENT - \VHITE INNER TILE ON RED OUTER FILE 11 CHILLED WINE (SEMI - GLOSS) 438 -7 12 ANGELES SPLIT -FACE BLOCK "SANDSTONE° 13 ICI - 372 - "TAUPE WOOD" 2121 BRISPOL STREET n NEVI BEACH, CA 92890 PLANNING Lac Architecture Inc. 1➢G. SLAB 0 a a a CARWASH ELEVATIONS a'�A81B DO NOT WE FOR CONBIRU DMIN MOe LMT UNLESS BdIMLED AND DATED wTE - - /_/ SHEET ♦ 20 -2016 JOBO 2M7=036 4 ORAWJ.G CREATE6 LMWPSN. AAB SOUTH ELEVATION 7 EXISTING CARWASH BUILDING TO REMAIN. NEW CORNICE, TILE WAINSCOT AND NEW PAINT TO BE ADDED TO EXISTING BUILDING TO MATCH NEW C —STORE AND NEW CANOPY. GENERAL NOTES: 1. PPG CONTACT: MARIA CARR, 713- 944 -8550 2. SEE CHEVRON STANDARD CONSTRUCTION SPECIFICATIONS FOR APPLICATION OF PAINT /FINISHES. 3. SEALANT; WHEN SEALANT IS REQUIRED ADJACENT TO LIGHT OR DARK AREAS, USE CLEAR SEALANT. ALL SEALANT SHALL BE PAINTABLE. 4. PPG PAINT TO BE VOC- COMPLIANT URETHANE. CHEVRON DISCOUNT APPLIES. 5. ALL PAINT SHALL BE APPROVED BY CHEVRON REPRESENTATIVE PRIOR TO APPLICATION. PREPARE SURFACE AND APPLY PAINT, PER PAINT MFR. RECOMMENDATIONS. COLOR LEGEND ❑1 MISSION TILE ROOF; U.S. FILE TWO -PIECE DE ANZA BLEND TO MATCH SHOPPING CENTER ❑2 FRAZEE 7751W "BEACH GRASS" ❑3 FRAZEE 8254M "CINNAMON SPICE" ® FOAM CORNICE & MOLDINGS WITH PLASTER FINISH ❑ FRAZEE 81634 "OLIVE BRANCH" © PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC. MODEL y; M18 % 1 1/2 "; COLOR: "TAN" O ADOOUIN STONE THE BY GMS STONE & THE INC. COLOR: CAFE 3 (e "x S') 9� DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE "MESQUITE' �9 SHOWN WILLIAMS SW2047 "PICNIC TABLE" 10 TILE ACCENT - \VHITE INNER TILE ON RED OUTER FILE 11 CHILLED WINE (SEMI - GLOSS) 438 -7 12 ANGELES SPLIT -FACE BLOCK "SANDSTONE° 13 ICI - 372 - "TAUPE WOOD" 2121 BRISPOL STREET n NEVI BEACH, CA 92890 i PLANNING Lac Architecture Inc. 6 . w�soienc,m CARWASH ELEVATIONS a'�A81B DO NOT WE FOR CONBIRU DMIN MOe LMT UNLESS BdIMLED AND DATED wTE - - /_/ SHEET ♦ 20 -2016 JOBO 2M7=036 4 ORAWJ.G CREATE6 i EAST ELEVATION WEST ELEVATION mole: , /*' =,' -o' scnlc: , / <• °,• -o• SOUTH ELEVATION E GENERAL NOTES: L PPG CONTACT: MARIA CARR, 713- 944 -8550 2. SEE CHEVRON STANDARD CONSTRUCTION SPECIFICATIONS FOR APPLICATION OF PAINT /FINISHES. 3. SEALANT: WHEN SEALANT IS REQUIRED ADJACENT TO LIGHT OR DARK AREAS, USE CLEAR SEALANT. ALL SEALANT SHALL BE PAINTABLE. 4. PPG PAINT TO BE VOC- COMPLIANT URETHANE. CHEVRON DISCOUNT APPLIES. 5. ALL PAINT SHALL BE APPROVED BY CHEVRON REPRESENTATIVE PRIOR TO APPLICATION. PREPARE SURFACE AND APPLY PAINT, PER PAINT MFR. RECOMMENDATIONS. COLOR LEGEND ❑ MISSION TILE ROOF; U.S. THE TWO —PIECE BE ANZA BLEND TO MATCH SHOPPING CENTER 2❑ FRAZEE 7751W "BEACH GRASS" 331 FRAZEE B254M "CINNAMON SPICE" ® FOAM CORNICE & MOLDINGS WITH PLASTER FINISH 5E FRAZEE 8163W "OLIVE BRANCH" 6❑ PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC. MODEL N: M18 X 1 1/2; COLOR: "TAN" 7❑ ADOQUIN STONE THE BY GMS STONE & TILE INC. COLOR: CAFE 3 (8 "x 8°) B❑ DAMS COLORS INTEGRAL COLORED COVELL CURB BASE "MESQUITE" 99] SHERWIN MHUAMS SW2047 "PICNIC TABLE' 10 HILL ACCENT — WHITE INNER TILE ON RED OUTER TILE 11 CHILLED WINE (SEMI — GLOSS) 438 -7 12 ANGELES SPLIT —FACE BLOCK 'SANDSTONE" 13 Cl — 372 — "TAUPE WOOD" mboa,aa in any t[ng Wle w enpree elan N coq[Ightea molerlol :n [lue a Y roll iee. lhoir s ' 4lle ao slgn, huto oe ool n f1. [0 M le os aawuw .1, 1­a l m sl oIp mF eu 1 Chevo[ JC.l me. NI n6ne re. . 21218BI9TOL STREET NEWPORT BEACR CA 92880 tec Amhitectureleo. PHASE II ` "'26'6 CA CARWASH ELEVATIONS 6ow ro.. ms.s2as, so DO NOT ME MR CONSTRUCTpN M6ft U6T UNLESS WRIALED AND DATED $B4 26 -20,6 SHEET JOBf 2ooT6mo6s 4.1 IXNWWD CRFATED� FINISH, COLOR AND MATERIAL LEGEND .AM MIRPRITES MISSION TILE ROOF; U.S. THE TWD -PIECE DE ANZA O BLEND TO MATCH SHOPPING CENTER 2❑ FRAZEE ]]51VI "BEACH GRASS" i 3❑ FRAZEE 8254M "CINNAMON SPICE" - NOT USED A, 'G. 6 ® FOAM CORNICE & MOLDINGS WTH PLASTER FlNISH c- ! 5� TIGER DRYLAC SAL 8014 "SEPIA BROTNJ" - NOT USED 'o MP% �QA2i� n ❑ PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC. MODEL k: MiB x 1 i/2 "; COLOR: "TAN" khFy -::_ -: _� ___� ,__________ — - - _ 1 ❑ O STONE VENEER BY GMB STONE & TILE INC, COLOR: ] ORR: : CAFE 3 (B "x B ") 6 uxoEA SmE �e DAMS COLORS INTEGRAL COLORED DISCRETE CURB BASE DECKING "MESQUITE" v a i e c 9❑ SHERMAN WILLIAMS SW2047 "PICNIC TABLE" AIR NOT USED 10 TILE ACCENT - WHITE INNER TILE ON RED OUTER nLE - NOT USED COLOR LEGEND - IMAGE SIGN AND FASCIA MARK GO. PMS H. FNIWES O1 N/A ECII4E lE 600 -10 JONES BUIR HIGH GLOSS O2 PMS 29JSC DOE N/A OJ PIGS 429, N/A PPGGY -450 © dR01UG PIGS 4310 N/A G 1- 1. SO IBfic N/A N/A 1 NORTH ELEVATION IsoirtH SavaTaN e6.o.an1 © N/A PPG PMS 429c N/A OGES .WR AMID PAINT i0 BE BOG. COMPLAINT UREM ANE 1 12 �6 B UN OEASIOE 6 OCAKINL 1 nIfIWE '6 8 Q WEST ELEVATION (EAafELEVATYRi anasn) Lba.,a, Prada<ls Cenpany, < mwmn or El,— Us A. m<....,A The <roy dgbta m INe Y-1 , ,1 me bwem deacrTed "EeLa Mlle' —1k1 b<Otllnq os embodies in ,ny IengNe w else bank medlim v1 eep —ftB Inclut v be o vn gemenl bu9ding. orP Ilse Wrd playa, w tlmwln qr The copX19IN <d malellW IOCIUG as the a b,m o e 11.1 wnpv, mil IM115 eelgn, dui d-R li 1 ntllotleba eltl tlbwean<n tl o/dr b vveluru ddet.I a. Milne lwlib ea to cap Y.e dla4AUlla lNxs "Extra Mldwrkq wy .NN. Permission eTC n CvrpweNOn a mus e2GG5 Ebesivn Lapuallor. a dlN elen of Cbavmn USA. Inc. A11 IIOG reserved. B 11E CIRBIf pY4FYJ 4i ffG- 11H�T`I IL4.ag1 O6 11 12 GIP SU9MITTPR IAEB OS 29 12 92 PLAN OPTONS IA CB 09 9 I2 PIANNING COMMISSION GROULTAL MLB 02 22 D RENSEO PER PRE -APP ..F MLR O] 2/12 PHASE II INLLU OED ON SUBMITTAL MC6 02 03 12 PRE- APPUCATON MEENNL N. MACK GATE REVi810N8/ MILEHlONE6 INTAL MARK DATE flEVIWONB/ MILEBiONE81NTPL 21218R6TOL BTNEET aervimn Chevron NEWPORT]` BEACH CA 92860 PLANNING - Stantao a. FRB.ture Inc. 9alftC TU.q.YR AA,E Ea..GDIGU - •.5 CANOPY ELEVATIONS DO NOT um wB WN9RiL'CTKk! MnP LOT UNLEBB INIMLED AND DATED DATE _/-J__ B9! 2D -2DI6 SHEEE ,BSN z.D]DGIm6 5 DFlAWINO CREATED IG /IG /11 BIRCH STREET I.M 11, BE r N W W (n J Q cn Cn x 3 N N N I® Z 9 FESIVCA LAMA. SUMEA xrsRDARTH JA CONTRACTOR TO MAINTAIN POSITIVE AND E DRAINAGE PATTERNS 5' -0' NOR GAU WALL oA mE SIR 110 E O C -60 POLL SfiN UNWWN PEPPE7ZI LANTANA SELLTNIEIA .IM UGHININ' N 39 °48'17" E )TRIES Tr OSTRE (E) W PAW TIME )TT w x ct V6M flf CYCIF BINF PRP OF 6 i0 flEI,IAIN b - (N)ELECT. SYAiCM. W PENT 2BM Co STEPS AlMEAN 11 A111ON IF AD IDE U� CATUT1 GAIT A' JAM­ RUTH 'A'. I, A., C_PTLN ­�l THADDEHIATT THE CAN 20 vw z)Dx 40 Lx >" AEALYATANK Pu i E (E) 6' -0' NI6N CI.0 IY O MILAN (II) VACVUAIS �N) /E11CtOFDRE �,! O OvfxT�sES 1W% - _ (E) M"S i0 RE RELOCATED (INSIVE NEVI FUENTES E E x606 o.3B -_ SPORADIC TA _ _ r80 ro FEM4w Yx. L. u MINI 144,438:85. ERNE tuffs wGN. O N 39 °48'17" E )TRIES Tr OSTRE (E) W PAW TIME )TT w x ct V6M flf CYCIF BINF PRP OF 6 i0 flEI,IAIN b - (N)ELECT. SYAiCM. W PENT 2BM Co STEPS AlMEAN 11 A111ON IF AD IDE U� CATUT1 GAIT A' JAM­ RUTH 'A'. I, A., C_PTLN ­�l THADDEHIATT THE CAN 132058' IRVINE AVE. MYRANS AFRICANA HANDINA A MEATEA RUDI V' TO RNRI SEE 0 10 20 VALABI :IRRIGATIOII 40 AA - " L �xD �� >" AEALYATANK Pu i E (E) 6' -0' NI6N CI.0 IY O MILAN (II) VACVUAIS �N) /E11CtOFDRE �,! O OvfxT�sES 1W% - _ (E) M"S i0 RE RELOCATED (INSIVE NEVI FUENTES E E 132058' IRVINE AVE. MYRANS AFRICANA HANDINA A MEATEA RUDI V' TO RNRI SEE 0 10 20 VALABI :IRRIGATIOII 40 %OF fANO3CAPE 60 BO SCALE! V-20' -0' AREA (F ROMVIVCO� PREMIUM TENA% 'ELSON NIACRI A' OR'APPICOT WEEN' SEGMENT EO6 HE. 1 MCC HERAGNIA VIIXACEA 'CAREGATA' F- LED W Ir (n 0 Q C) U 0 O LJ PLAN PREPARED BY VAISHA RUTH RLA #2238 A131881 LANDSCAPE DOCUMENTATION NEWPIANTS X� PROJECT INFORMATION PROACTAPPLRRI CHEVRON. PROJECTAODRESS: NEWPORT BEACH LANOBCAPEAREA: ISSI ' PROJECTT/PE RENOVATION WATERSUPPLYTYPE: POTABLE CLIENTCONTACT: LARRY TDBALL PROJECTCWITACT: STAFFED - Q WATER EFFICIENT LANDSCAPE WORKSHEET NYOROZONE TABLE YBR0. VALABI :IRRIGATIOII AR %OF fANO3CAPE PLANTFACTOR 2011E VALVE VSE IAEBIOB" S.F. AREA (F ROMVIVCO� 1W% lw EB I o SHRURSBGNBCVR x606 o.3B -_ TOTAL _ _ r80 4 t00.0:J 'HYOROZONE " IRRIGATION METHOD O.Od LW =LEN WATER USE PLANTS MS - MICReSPRAY B =BUSTLER 0 MOEPA E WATERUSEPLANTS s =SPRAT 00 O.-W 7 1.0 W =NIGH W TER USE PLANTS R- ROTG.R O=OTiER PLANTING LEGEND - ON SITE ONLY UM APPL EG WARIER ALLOWANCE M1fA NA) ETO E \E- 11I 1AISLWSUDS\Ot9ELRS CWVFR310N FACTOR 0.62 O SUBS—ESE Ott. HBQIT BOiµICAL N.WE RAPX CWAyIXI 0.3 SPECIAL LANDSCAPE ALLONANCESF Yx. L. u MINI 144,438:85. ERNE tuffs wGN. Low, MATCHAD *(SPECIAL ESCAPE ALLBWANCE SAE)) IRRIGATION EFFICIENCY NEA 11 10 SYBARITE ROLUezommin A WEER PAW • 0.3 HYDRO.. AREA S.F. 7E0, . IRRGATON EFFICIENCY LAGER SINOEMA ID ICA L GEn SR )S02846GtlIYr MODERATE WATER USE HYDROLOIIES i6 6PL EFO pp' 'MUMOCFE' AN. 062 PURTFACTOR ME ..BE AND POUNCA15 0 NUNEATON EFFICIENCY 0.71 SPECIAL LANDSCAPE ALLWZANCE6 F. ® 6 GAL AD S -6' IAAASUI —'-.A ETD AFPIAN NN CAN COVERSION FACTOR 0.62 PUNT FACTOR ' NANDINA OWARDS& L 0.11 SPECAL LANDSCAPE ALLGNANCE3F. ® 6 CPL W 0' 6 .ALWACIA,' EMU= 50.4 M UNI G`W`ALY 0.V800 X� SOIL MANAGEMENTREOUIREMENTS POBTGNARNG NDRTCULNRAL APPRAI6EL REDUIREO. WATEROUAIJWY ORTREDUIRM.IXN CYCLEOWATER L NAPHUE ZEALANN RECYCLEOWATII TREBULT3 ,CDHUCTUNOSCAPEARCNITECT 5 GAL. BE R, PIACKAW OR APRICOT MEET EELW A% ® A, F, R, DEPRE. PEAPEEZI I STATCE O PBID 1. NLPAGNA GEA U 'E'A" VAPEGATA'VIIXA GAEUM MINES - MRS ALI CNEEPIxc nG CAWNOWMAS / VAST PVMWCS 'HYOROZONE " IRRIGATION METHOD O.Od LW =LEN WATER USE PLANTS MS - MICReSPRAY B =BUSTLER 0 MOEPA E WATERUSEPLANTS s =SPRAT 00 O.-W 7 1.0 W =NIGH W TER USE PLANTS R- ROTG.R O=OTiER WATERGU IGETCALCULATWS UM APPL EG WARIER ALLOWANCE M1fA NA) ETO >.43.3 CWVFR310N FACTOR 0.62 ETADOUSTMENTFACT00. 0.7 LANDSCAPE AREA BE. RNCL SEA) 7606' AGDITWATER BALM FOR SEA 0.3 SPECIAL LANDSCAPE ALLONANCESF '.0 IMWA= IETO„CIXN FAGTUNDIIETADU ZIEUR X UH.APRFUNI1AMR"WHER MJX U. SAi MINI 144,438:85. ERNE PAMPER ESTIMATED TOTAL ETWU:,,,(CIXiV NNT4 fA`NRpEmlL'n"u ARAN *(SPECIAL ESCAPE ALLBWANCE SAE)) IRRIGATION EFFICIENCY LOW WATER USE HYOR020NEB ETD 43.3 CONVERSION FACTOR 082 PUNT FACTOR 0.3 HYDRO.. AREA S.F. 7E0, . IRRGATON EFFICIENCY 006 SPECIAL LANDSCAPE AUCAN CEBF '0 SR )S02846GtlIYr MODERATE WATER USE HYDROLOIIES EFO 43.3 CONVERSION FACTOR 062 PURTFACTOR ME HYDRGLWE AREA 3F. 0 NUNEATON EFFICIENCY 0.71 SPECIAL LANDSCAPE ALLWZANCE6 F. 0 STY A BOPmNYF HIGX FARMERS USE HYOROLOUE3 ETD .3 COVERSION FACTOR 0.62 PUNT FACTOR '.O7 HYDR020.4E AREA S.F. "'0 IRRIWTON EFFICIENCY 0.11 SPECAL LANDSCAPE ALLGNANCE3F. (I ETWU 9Da GalryF EMU= 72825.302 G.Wl EMU= 50.4 M UNI X� SOIL MANAGEMENTREOUIREMENTS POBTGNARNG NDRTCULNRAL APPRAI6EL REDUIREO. WATEROUAIJWY ORTREDUIRM.IXN CYCLEOWATER RESS ALUATON OF PUNTSELECTHW REQUIRED WITH RECYCLEOWATII TREBULT3 ,CDHUCTUNOSCAPEARCNITECT LAOERSIROEIU 1101. NUSAUGEE' SM. ACCOUNTS NOAIANZOTTERN x0 OG SF� 36 FESNOA AIYRN L AS FES - 1 CAL 039 LAIIiPNP S[LLO %fANA L VJJiANA TEA u181SCME ACTED I,FBI s E. CITY REQUIREMENTS dGREW PLANTS BY HAUGOZONE-PLL NEVI PLAN'S AND LOW CURLED USE PEA4ANEN' NM AHW 1YS1E4 FRONTED u IDDYC1ID WATER DOUG IE AVAILA I US flECYLCE➢ WATER IS �,�R/ AVNLABAL AM TRIG SITE, PER TRADES COUNTY VIATEN CC) LJ METALS THEES ARE W BO%. (1) IF. AND (3) 1RAM11. 35 O DE HEARING RESUME' 11E EAONTAGE x AF 43 (9) TPEES AIR ISD) STRVBS MURDER (9) TNEES AND (31) THROBS PPONOED BRISTOL FUM NT ( 6) 52068E A - (8) IDEAS AND (24) SHRUBS DEDUCED IRS T (1) TREE AND (3) ALI PER 30 AD OD INTERIOR LOT HER REWIRED SOUND LOT LINE 06 HE - (7) MEER AND (21) SHRUBS REWIRED (1) ISSAS AND MA) SHAMA FRONDED, EAST HOT qxu (464 LFUas(7) MHO ANT (xp SHRUBS GLADDER (7) HOLES PR TECTION OF EXISTING PLANT MAT EM SXIbJTNG FEASTS TUT ARE DAMAGED DUE TO CON3IAUCTON ACINNY ARE TO BE REPLACED WTH N SPE SMENS OF SIMILAR MATERAL TO MATCH IN LIKE KIND. CONTRACTLTR IS RESPONSIBLE FOR CONTINUOUS WATER SUPPLY FOR EXISTING PLANTS DURNG CONSiRUC1KJN HAND WATERNG MAY BE NECESSARY IF DISRUPTON OF WATER SER ICE TO EXISTING PLANTS OCCURS WRWG CONSINUCTION. ANY EXEFUNO PLANTS DAMAGED DUE TO LACK OF WATER CURNG CONSTRUCTQN PERIOD TO BE REPLACED WTH 5 GAL SPECIMAN OF SIMILAR MATEPoAL 2121 EFEROL STREET to UNINTARA chevv(o tEWPORf BEACH, CA 92880 te0APchlt.t.. IRD. PHASE °AA s� PRELIMINARY LANDSCAPE PLAN L °azuETO92 ICARS".11PD DO NOT USE FOR CONSTMICTOJ MOd LET UfLE39 WRW_ED AND DATED DATE•_ /_J____ agi FUI 9HEE JOBS, ADER.D. 6 CRAWW'G CfFAT� S s 0 E ll I— U. C IY LE 11,111 CTEJCCT N 39 °48'1/° L 13U 58' IRVINE AVE. 0 10 20 40 60 80 �e SCALE: 1- 20' -0° PLAN PREPARED BY MAISHA RUTH RLA #2238 111. E LLOWANA .. ucnixlx' SMAGRNE RWANI.ANA PLANTING LEGEND - ON SITE ONLY R: �CUCmLLAxo�LLGEnos�oz9xom 400. 9ZE Btt. xA bli ROLANICAL NAME NCC CCMYW RAP N'v NAYE Ax. L M xIGH. Lore, NEJmY _ 0 0M 1 SMACflUS ROYANZOEEIANA WEFtI PAV.I 91RN05 N10 PERPINIAIS LANES Y51 BPoBTOL 9TI�T pWNOLOtERS / YAA PWITNR c hawan NEWPORT BEACH. CA 92680 ecNre Inc. StaMeO.- \ D, C IN "'° ° °r A`, PRELIMINARY LANDSCAPE PLAN IeL9198Z3.6JW Fa. ...tvUN I GAL. rz0' 0. 5R9 SF. iR LANiANA SIlLOMSANA 'MNIIE LICHINiN' L LANiLAIIA NEW IANJSCAP[ AREA:16rz 5F. UNLESS WAD N DAED CITY REOUIREMENTS GRWP I-- aY xroaozGlE -AU NEW PIANx ASE Low wA– NEE u PEANANEIII IRRIOATON SYSIEdI 11301OE0 RECYCIEN — USES IE AVAI:A0- (NN RECISO "A.SI IS �( AVA'L,EI£ FIX THIS SITE. PER ORANGE CWIITY WATER CO) LJ S1.1IRES TREES APE 24' S. PROTECTON OF EmjNG PLANT MATERIAL E%ISING PLANTS THAT APE DAMAGED DUE TO I,I CONSifl CN ACiMTY ARE TO BE REPLACED WIM N SPECMENS OF SIMILAR MATERIAL TO MATCH IN LME MD. CCNIRACTOR M RESPON9@ E FOP CONIINUCW WATER @JPPLY FOR E =TING PLANTS WRING CONSIPUCTON HAND WATERING MAY BE NEGESBARY IF DISPUPIION CF WATER SERMCE TO EXISiWG H OCWRS WRING CONSTRUCTW. ANT EXISTING PLANTS DAMAGED WE TO LACK CF WATER WPP1G CONSTRUCTION PERKHJ TO BE REPLACED Y 5 GAL WP NIAN OF VI MATERIAL Y51 BPoBTOL 9TI�T c hawan NEWPORT BEACH. CA 92680 ecNre Inc. StaMeO.- PHASE 2 D, C IN "'° ° °r A`, PRELIMINARY LANDSCAPE PLAN IeL9198Z3.6JW Fa. ...tvUN NOT USE POD CON P ON 1.1(Bt LGi UNLESS WAD N DAED SSi ao- rzme� ". JOB/ 2007001G36 6.1 DRAWING CREATED ESTABLISHMENT IRRIGATION SCHEDULE IRRIGATION LEGEND - TYPICAL .E. REE.111. MuooEAII11 mEn` REYARNS CONTRACTOR TO MAINTAIN POSITIVE AND E. DRAINAGE PATTERNS PHASE 1 ® AVl0F1ATC flPIN SENSCfl fl50 BERFx PECp1YE110ATON5 OO 5' PW -VP EUEELEP 6dFWM"I�F RUSx N1M PLIRE °COX°NECIWE PAINRIRE © flEYUCEO PPRII R S9I. R. P1INE PNUE EV'A" fEECO lFB3¢Y PEN LCCAL CODES W /ALLI- NEAn,ER BLANXE NECnON NIFA PPBP AEIER RlEP- N 39'48'17' E P24.(B' N ATE Bfl OAT: RR IXIEE WAIRE Ov E,RL, IN .1IIE RO% _ UNE DUILN CWPIEP VLLLE B �. 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DRAINAGE PATTERNS I v N 39'48'17' E AU 4& 224.10' yE f I I W ( B W ESTABLISHMENT IRRIGATION SCHEDULE m I W 0 I I (n V) G I m 3 ❑ 1 ( B N 9 D 4 .-, p n } I°n O'�C)��O z 0 11 o (I o l l. 6 CONTRACTOR TO FIELD LOCATE PHASE 1 ' IRRIGATION LINES AT CARWASH AND TO (> U I PLACE IN SLEEVES TO MAINTAIN SERVICE � � AND TO EXTEND AND ADD UIPMEM ® B SHOWN FOR NEW PLANTER W W (n ® ® O Q a U 0_ O N 39'48'17' E 1320.58' ue.TOn PmR Q b bu0p,pinerchll IRVINE AVE. < seRIX Ee eA . A., e2W5 Cfiex 0 10 20 40 60 80 NETAFIM TECHLINE SOIL GUIDE POW AIM OflIPPFA SPACING i0 fiE PM SgLS IESi PESJLi9 OB 9 VALVE SCHEDULE cur sar LoAR SwL sul0r sal D] z MK OAl ORIPPEfl iLOW .26 GPH OPH .6 GPN SCALE: 1' =20• -6' V Pp. C11 V— QmOn VMpK VgjE fYOX .T XE'N ME T/T: P(P9) ORIPPFA INTERVAL IB" OR 1XEE BVDfilfnfi XI1N AM. POI -25 BOR. a ]0) 6 UT RA, (XOW) SPACINGS I6 " -2I" 15 " -24" IY -Zlf_ O.]5" ] XWWWI LAW, BIXXN IRPO]AiQi, IX EZIESU 15 30 100 f00J 11.OAR. R.(IOMR) .19 -.I♦ 29 -.21 .R -5fl OIL OR O .]5" 121PFF WBBIFAS LX MIWRR PW 2s BIIBWA W 96 ®.]6' 3.5 0 W 650 ®']S ] CPMNOCOVE ORA .66 IS ]W 1259 ®.]s" 5 RWX00[ONR .B 15 ]Op B00 PI S ME IN LORPl1ANLE NITO RIE .'-'A Of RIL -.10 -- ARE .1 &0.�WY E AINpX6WO 10W R -W 1FA awT UA OF wATFR w THE IAN.SCwE .E.RR RIM' IR MP.. ©.>5' 6 Y DDp 0otnirp ]00 3s. >5' 4 SNn.BS A)10 Oqp ,6 15 ]W m0 ®' 0fl.x0wvEft PLAN PREPARED BY MAISHA RUTH RLA #2238( © .]5 4 GRWVNOCGVER P� .6 15 W 280 SPIRE Ru91A flUTi flu B2ve �/XV coxmlc X 11¢ .Pn.x lE O I-Rl OL sEE 7RA O '] ] I6L10 iESRICA RPWR t ROiRi� HOELCSA RI &6rALL O'. FIX, ALL NEi <MIXV StlL LV'O[ AE S, .. 5 &O SWAI£6rnA5 Wfll AX. UTEAAL 6PAp�VAL n .]5" >.5 SHPV6S AND ppp .6 15 IRRIGATION LEGEND - TYPICAL Id ALIOHAPC RYN SRISOR q5� -0Fa RECW4ENOAPM'S cnPBnT � �L 9 .. . .E i—, IRPoan..,— PRONDEO SEE VAI 4 WI W, O' t' POP -VP BUBBLER SCNEWIE ORAOE ori� A. P NRROPCWNECIORE RAIRRIR BIffET 2C0]W10Y R.J. PRESSVRE F °n_EREE SEL CINL -RPBP TO © BACKROW PREVENtEfl EF8C0 IFSEE IOREO P. TINE .1 WALL- WUTRER RLANRE ER LWAL c.Es P.O.C. POOT OF L.T. CON AiTEA RPBP AF1FA RPRP- LREOAYEEV RO IL WAi18 417 YmES IN VALVE ROX p� OVICK CWPIER VALVE W2 N2 RAIN,/ 10. MIRI GRADE K 5'M VElW 2D{IPIAC HOSE Ells O Row ANS.R \ WUr OR rvcrAnu xmPWErER IELC © AV1011ATC WYlR0.LFR IIIIEW G WALL MWNi MEATIEfl- TRACKING AVIOMATC CW1RdLEft IE SiAVON . "0" CIXilRG1 VALK RAE IPPIlR0. ]OD IH IIImNWAL O VALK E[IIEDVLE SPATES ALK BOX DRIP vuuE G.POxsxrs: ® 1. Ilmlma ]00 NEUOTE c.mW vuvE W Ixmnovu 2 ANNINOER PNR-ME.. 19 PPESNRE OCOU . VALVE ORA 3. ARIA. 3/4" wTE 01 I 1 /z' P.v.c scnEmaE D RuxuxE ZX FOP 1' 10 WICR LWPLER IR" c.vER OPn.AL COOP.. TYPE K- RIBIO. PIPE P. zF OR. BELOW PANNG INSIEAO OF SLEEVES TO RAKE A SNOOEO VP i6" SWEEP., IN90E WHR P.V9CZ SCHEWIE 40 sL ,, OX -WE 24' 0. W/ I E BY (£NFWAL CIXITXACTOR 8" SIkHO RED EXCEPT WHERE KEYRO.O lk ) " P.V.O. CURB ]00 IA.AL, CI. C.O. D,,OOAL SCHEWIE 315 LA]ERAL -SEE PLAN ,.I 'p. P E OR, lWC VAM 6" COVER v � OPTMAL R VNE SVRSVRFAtt 1ECNUNE CV 1/Y POL. YI£NE WLINE GRIP TINE ' RVRN�AP. 6" COVER f1DiIERS MARL AND K.RM ROL.AW, CITY REQUIREMENTS I PVC LATERAL SIZING GUIDE IARAAL MAtl MU4 IPA TRIO 1OW A. lulcTx uTmu r u -16 mu I -I /r n -zfi 4PR z R aRU EE IELER0 FOR IT RAL RAre u < emaa, el ehe..w U.sa le �: u. copy Wqm. m u. a.:gn <I me nwem 1 WbRe<'m9a. Wq ee embodln 4<ny tengdle w tlec4unlc mablum of e9prer'len Gu6NCq o 0.e cep E letl muiwlol Intlu4 wcdl lam < v q m n9vne <m. m uI` .e. LneRe`e e.'w+. wi e�nwiln : n�: emman >leooemp�:i na<iRr<e Y. dla4TUlq w 9 ar anY o<e ♦eC [P m o. W<I (Cheam USA. Inc All Mghle c <eemtl. RE- APPIICAT. REE 2 PEYI. pNB/ AtlLE6 2Yf1 BR9CIX.8IBfff POST WAGING 00-.1 T REWIRE. >IRRIGATION PLAN cnPBnT � �L 9 .. . .E i—, IRPoan..,— PRONDEO ,[...(� L ALL EWIP.LRl AR. CALWUT.R PRONDED PER WATER 0'..1 OA.R. CE. 11tlt LGi 1A405CME 111 --`RON CEATi1CATOR AN. IPRICAT. AVOIT ori� A. REWIRE.. I PVC LATERAL SIZING GUIDE IARAAL MAtl MU4 IPA TRIO 1OW A. lulcTx uTmu r u -16 mu I -I /r n -zfi 4PR z R aRU EE IELER0 FOR IT RAL RAre u < emaa, el ehe..w U.sa le �: u. copy Wqm. m u. a.:gn <I me nwem 1 WbRe<'m9a. Wq ee embodln 4<ny tengdle w tlec4unlc mablum of e9prer'len Gu6NCq o 0.e cep E letl muiwlol Intlu4 wcdl lam < v q m n9vne <m. m uI` .e. LneRe`e e.'w+. wi e�nwiln : n�: emman >leooemp�:i na<iRr<e Y. dla4TUlq w 9 ar anY o<e ♦eC [P m o. W<I (Cheam USA. Inc All Mghle c <eemtl. RE- APPIICAT. REE 2 PEYI. pNB/ AtlLE6 2Yf1 BR9CIX.8IBfff ABWOIR BEAq CA 828. >IRRIGATION PLAN cnPBnT � �L 9 .. . AB�S FAB n F. 1B92LIp W NQ(I�BQIOMMd 11tlt LGi IAL ®HINL$j{jEl ori� A. � 2v -2m6 BIffET 2C0]W10Y 7A CRANTRL9£AIER b.a o.a b.o a.o b.o b.b o.o 0.0 b.a b.0 0.o b b.a 0.a o.o b.v H a.o a.b on O.s H b.o o.a o.a pA'.v b.o b.0 oa fib. y a.c a.a a.a b.a z a.o b.b 0.a b.i c o.o b.b a.o a.v b.a a.a b.o bl4 a.b a.o a.0 o.e ce++v+n epp'°aM arm vr°u u w 52g vmw Lw uNbia znp^�� rmargm�Mra� �„warbmq e.saM9.. M a�srua l= '�Y�m'e•- ��rrw, HK a. o.s o.z o.a ba 0.a o.x� o s b a b.a b o.z ba b.a ❑o b.a b.s a.6 O ® o., z o a.o a as ii, b.s oo b.a 0.6 bs a.s b,a b.2 o.z a.x o.] bo 0.2 b., b., a.+ b.z b.v .. 0 .O Illuminance Fc 51.18 105 18.2 1.+ a.o v.b i.o a.x v.6 a.a 1a a.o ii, 7l.6 b.s a.6 o.a b, b., o.s b., a.0 zc so i.z §a i.9 +.6 3.a a. b.a 0.b 0.0 0.b 0.0 Le zv a.b 4.o 2.9 a.a a.6 S.a z .+ 2.2 z.b i N,A. a. a 155 5.7 s.0 '6.. b.a o.0 0a b.z b.a on z+ is a.z 4 b.2 b.6 0.6 o.s Lx o.e 0a b.a oa oa b.o o.b b.b 1.0 b.b 9s 3.s o.o + -.G 9 a. .a s. o.a b.a b.a o.o 0.o o.o o.b 0.0 oa 0a 0.] 0.9 0.9 0., o.s o.6 bs o.4 b.a b.s os o.] a.a o.a b.a b.0 0.0 0.0 0.o a .o o.b 0.b b 0.0 ®. ®9. 15.9 1 '5" `Ya.s 9.] ,.2ba., 6.2 's.s 8 9.9 .s .a b0 b.1 b.0 b.0 b.o g nib .z ba ba b.o b.o V 's 's.] 2 h.s 14.4 as.v a+. z o i i .s 0a c.o o.o a.o Zm s.2 a. o }.x Io.6 _ a ta.z ib.2 b� � .s ,.0 }. - }. +3ya.a (<. d b .6 o. 2 a.a +a o. a , i® S s 4s. i] e g o s S. is §s '6 o b.o 0 0 ® i '6 q, a b a o a a o o.o B i].o�5., ib. }., .s b.a o.a o.o o.o a , a.a o.o 0 b b.a � ■ i sa fi.e v.+ a.a S bn 4s Ia.a 5s ,., sa b.v inO o.a o.x ID, III .6 Label CatcType Units Avg v . I.a _jb.ec f f Fc .2 b.a e.o b.a bA ®Ia. 0.0 N.A. N.A. .. 0 .O Illuminance Fc 51.18 105 18.2 1.+ o.z F an zs + 4. .a 1,5 b.a a.o 0.0 a.o o.b o.o o.a Illuminance Fe 7.26 26.5 1.0 zc so i.z §a i.9 +.6 3.a a. } i., B ® i. a b.b o.b 0.o b.o 1.000 9 5 }.x }.6 5. 184 ® 12 .a a.o c.o o.o b.b SINGLE ® T 1000 N,A. 135% 155 5.7 s.0 '6.. b.a 0.o b.o 0 0 Label CatcType Units Avg Max Min Avg /Min Max/Min ALL CALC POINTS Illuminance Fc 3.72 56.8 0.0 N.A. N.A. DISPENSER VERTICAL READINGS_th Illuminance Fc 51.18 105 18.2 0.a o.z a as b.b .a b.b o.b o.o o.a Illuminance Fe 7.26 26.5 1.0 7.26 26.50 67.7 8 B ® XAM3 -FT- LED - 119 -450 CW- UESINGLEON I8'POLE +2 BASE -20'MH 1.000 N.A. 12343 184 ® 12 A SINGLE �0.2 1000 N,A. 135% 155 b.a ® 0a b.z b.a on z+ is a.z i.z b.2 b.6 0.6 o.s Lx o.e 0a b.a oa oa b.o o.b b.b 1.0 b.b 0.0 o.b 0.0 o.o 0.o o.o o.b 0.0 oa 0a 0.] 0.9 0.9 0., o.s o.6 bs o.4 b.a b.s os o.] a.a o.a b.a b.0 0.0 0.0 0.o a .o o.b 0.b b 0.0 o.o o.o b.o a.o 0a oa a.a o.] os b.a oo o.] b.] 0.a b.a 0.2 o.x i.s o.a 0.a o.o b.0 .' o.o o.a o o ( b.0 b.b o.b o.b o.c CRS -SC- LED -64 Leo crossover Focus (single Cock) LED Crossover Gold Symmeldc Canopy Light % o V�Y °X GENEN 3 XAM3 LED Cmssover Area L'gM XPWS3 so GO- Ioel..ngn s vw' Calculation Summary Label CatcType Units Avg Max Min Avg /Min Max/Min ALL CALC POINTS Illuminance Fc 3.72 56.8 0.0 N.A. N.A. DISPENSER VERTICAL READINGS_th Illuminance Fc 51.18 105 18.2 2.81 5]9 CANOPY SUMMARY Illuminance Fc -:�:d 28.18 56.8 21.1 134 2.69 PARKING SUMMARY Illuminance Fe 7.26 26.5 1.0 7.26 26.50 Luminaire Schedule Symbol Qty Label Anangemenl Dismehtn LLF Lumens/Lamp An. Lum. Lumens An. Walls Q-® 10 G SINGLE CRO3- FO- LED30 -GW -UE 1000 N.A. 2674 36.1 D180° XAM3 -FT- LED - 119450 -CW -UE D180 ON 18'POLE +2' BASE -20' MH 1000 N.A. 246W 368 7 D SINGLE XPWS3- FT- LED484WCW -UE LOW N,A. 4813 67.7 8 B SINGLE XAM3 -FT- LED - 119 -450 CW- UESINGLEON I8'POLE +2 BASE -20'MH 1.000 N.A. 12343 184 ® 12 A SINGLE CRSSC- LEOD4- H0CW -UE 1000 N,A. 135% 155 mcaa P "J" xoc:,a sotto . a9ox.9 0 INDUSTRIES - -CHTINGPROPOSN.POR� Y LO- 111298 -1 ADDITIONAL MATERIALS RECEIVED Bristol Chevron Service Station Planning Commission Public Hearing August 23, 2012 STAFF PRESENTATION Planning Commission - September 20, 2012 9161116910 Request for Use Permit No. 2012 -012 to renovate existing Chevron Service Station Community Development Department- Planning Division Ir " F T 7 1 U 1 ,��ll -l. y`I A (! � . 3822. 3831 4 •, l 'Mr.. 37 60 3800 ' 0111143 3740 d 2001 1 3720�a' fi Aj- i r J1 't. .. x. '$�. 3620 pt P c c. j MAO sy. r 4 �Sp Lr RC 2121- 7j, PCV1 34500 3530 211 F, CL. I KSi.r' oriR.n -, ;1 3510 PCL P34343412: 40. 3420 34 3 {3U 3436 X3438 3400 raY r6 000 20101 Community Development Department- Planning Division 3 } Ir " F T 7 1 U 1 ,��ll -l. y`I A (! � . 3822. 3831 4 •, l 'Mr.. 37 60 3800 ' 0111143 3740 d 2001 1 3720�a' fi Aj- i r J1 't. .. x. '$�. 3620 pt P c c. j MAO sy. r 4 �Sp Lr RC 2121- 7j, PCV1 34500 3530 211 F, CL. I KSi.r' oriR.n -, ;1 3510 PCL P34343412: 40. 3420 34 3 {3U 3436 X3438 3400 raY r6 000 20101 Community Development Department- Planning Division 3 Racknroune Existing o.92 acre site, southeast corner of Bristol Street and Irvine Avenue Developed with a Chevron service station under Use Permit No. 3o10 approved in 1982 Amended in 1.987 to add car wash Community Development Department- Planning Division 4 Y P ro wrt DPt;; ■ New 2,945- square -foot convenience store, Type 20 ABC license Renovation of existing car wash and additional car wash bay including equipment room (1,628 sq. ft.) Replace canopy reduce number of dispensers rK New trash enclosure with recycling bins Expanded /new landscaping ■ Complies with all service station guidelines and standards Community Development Department- Planning Division 3: A Me reTaTF.rs w Amu N 39*48'17'jt_ AIN 0'-T kDG. SEWAa 1 Ls., L& 00 0 cl*" = A I I N 39*48'17'jt_ 0'-T kDG. SEWAa 1 Ls., L& iv. = Fal (ORM290 COMWENCE STOPS [imam Kim PH CA I \-(E) 6 K-(Q H Tr ;`—¢)v w T IRVINE AVE' "' I I" I w I I MAP Dnsiderations Noise of CarWashes, ExteriorVacuums Acoustical study results demonstrate well below Municipal Code noise standards Type 2oABC License All factors considered PD provided report in support including standard conditions Community Development Department- Planning Division 8 GYA M Cat. Exempt - Section 15332, Class 32 (In -Fill Development Projects) Meets all of the conditions required for this exemption which are provided with supporting facts in the draft resolution Community Development Department- Planning Division 9 City Traffic Engineer and driveway consolidation applicant analyzed Determined all driveways needed Requires width of driveway along Irvine Ave. closest to intersection to be narrowed, replace with additional landscaping to enhance corner Community Development Department- Planning Division 10 �ETire afrerrdre Conduct a public hearing Adopt the Draft Resolution approving Use Permit No. 2012 -012 Community Development Department- Planning Division u 1 For more information contact: Melinda Whelan 949-644 -3221 mwhelan@newportbeachca.gov www.newportbeachca.gov 07/13/2012 Community Development Department- Planning Division 13 07/13/2012 community uevelopment uepar[ment- Manning uivision 14 vT ar. 19 Is EAST ELEVATION . y VY WEST ELEVATION Q I RLI CI CVA nnkl 07/13/2012 Community Development Department- Planning Division 15 Ir. N OBESE I O Ili!__ NOW EAST ELEVATION . y VY WEST ELEVATION Q I RLI CI CVA nnkl 07/13/2012 Community Development Department- Planning Division 15 Convenience Store Elevations _7 � U 07/13/2012 Community Development Department- Planning Division 17 Canopy and Dispensers To: Subject: Planni ng_Commissioners Additional Materials Received Additional Materials Received Planning Commission September 20, 2012 ITEM NO. 1.b: Minutes of September 6, 2012 ITEM NO. 2: Bristol Chevron Service Station (PA2012 -073) ITEM NO. 3 Davidson -Took Variance (PA2012 -108) - - - -- Original Message---- - Fro : Wisneski, Brenda Sent: ednesday, September 19, 2012 3:55 PM To: Win n, Melinda; Murillo, Jaime; Ramirez, Gregg; Garciamay, Ruby Cc: Bran Kim Subject: F Written comments on September 20, 2012 Planning Commission agenda items Mosher comments below for review and distribution - - - -- Original Messa - - - -- From: Houston, Rob Sent: Wednesday, Sep mber 19, 2012 3:44 PM To: Wisneski, Brenda; Br dt, Kim Subject: FW: Written :omm nts on September 20, 2012 Planning Commission agenda items - - - -- Original Message---- - From: Jim Mosher [mailto:jimmos Sent: Wednesday, September 19, To: Houston, Rob Subject: Written comments on Sel In reviewing the staff reports for the comments and possible corrections: 12 3:42 PM 20, 2012 Planning Commission agenda items 20, 2012 Planning Commission meeting, I have the following ITEM NO. 1 b MINUTES OF SEPTEMBER 6.201 On page 5 of 6, under "ITEM NO. 5 COMMUNITY DEVELOPMENT DIRECTOR'S REPORT ": "uptown Newport project" should be "Uptown Newport project ". Item 2 (Bristol Chevron Service Station (PA2012 -073)) 1 * The description of the existing facility as having "six dispensers" might be slightly misleading. I believe the existing station has three islands, each of which has two two -sided dispensing stations, as well as separate diesel dispensers on two of the islands. That would suggest something like 14 to 16 vehicles (I don't recall if the diesel dispensers are two- sided) could be fueling at one time. * The long- established, if somewhat seedy, "Minute King" convenience /liquor store on the Irvine Avenue property immediately abutting the service station on the south might call into question the need for the proposed new convenience store, which might possibly result in an over - concentration of opportunities for alcohol sales to motorists. Starting on page 12 of the 104 page PDF: * In Condition of Approval 15, the reference to "per condition of approval LIGHTING, No.2" is unclear. Is this supposed to be a reference Condition 14? Or is it a reference to some other City document? * In Condition 16, 1 suspect "adequate SITE distance" is supposed to be "adequate SIGHT distance." * The relevance of Condition 25 to Alcohol Sales (the topic under which it is found) is not immediately obvious. Isn't this really a fire /safety issue? And does the condition refer to exits from the building? or from the property? * In Condition 31, "under the control of the license" is probably meant to be "under the control of the LICENSEE "? • In Condition 38, "CalGree Section 5.701" should probably be CalGreen Section 5.701" (missing "n ") • In Condition 46, "knox box" is probably meant to be "Knox box ". • In Condition 48, "along the Bristol Street Irvine Avenue frontages" is probably meant to be "along the Bristol Street AND Irvine Avenue frontages" (as in Condition 47). • In Condition 49, "full depth AC patchback" could well be correct, but I don't know what "AC" stands for. • In Condition 57, "closed driveway shall replaced by" should be "closed driveway shall BE replaced by ". • In Condition 61(b), "30 minutes" seems a very long time for trucks and heavy equipment to be idling. 3 (3 Davidson -Took Variance (PA2012 -108)) General * It is unclear MW the report what the name "Davidson- Took" signifies. * The report also doKnot make immediately clear that additional City Council approval will be needed for the requested driveway ac ss to Park Avenue (Condition of Approval 10). * Is the 3 -foot rear setback, ich could in places be reduced to 2.5 feet (per Condition of Approval 7), adequate for fire access? Starting on page 16 of the 31 page