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HomeMy WebLinkAbout2022-12-07; Planning Commission; ; AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 Item No. 2 Application complete date: July 15, 2022 P.C. AGENDA OF:Dec. 7, 2022 Project Planner: Kyle Van Leeuwen Project Engineer: Emad Elias SUBJECT: AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 – Request for approval of an amendment to Conditional Use Permit CUP 91-03(C) to allow for the demolition of a gas station’s existing car wash facility, and construction of a new car wash facility with 18 vacuum stations, located at 1991 Palomar Airport Road within Local Facilities Management Zone 5. The project site is not within the Coastal Zone. The City Planner has determined that the project belongs to a class of projects that the State Secretary of Resources has found do not have significant impact on the environment, and is therefore categorically exempt pursuant to Section 15303 – New Construction and Conversion of Small Structures – of the state California Environmental Quality Act (CEQA) and the City of Carlsbad Municipal Code Section 19.04.070(A)(1)(b). I.RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution (Exhibit 1), APPROVING a Conditional Use Permit Amendment, AMEND 2022-0006, based upon the findings and subject to the conditions contained therein. II.PROJECT DESCRIPTION AND BACKGROUND The proposed project is situated on a 6.8-acre parcel located at 1991 Palomar Airport Road, the corner of Palomar Airport Road and Camino Vida Roble. The project site is currently developed and operates as an Arco gas station that includes a convenience store, gas pumps, and a 1,300 square foot (sf) car wash structure. Development of the site is primarily contained within a two (2) acre portion located adjacent to the corner of Palomar Airport Road and Camino Vida Roble. The proposed project is also contained within these two (2) acres. The project applicant is proposing to replace the existing car wash structure with a larger 3,100 sf car wash structure. The proposed car wash is automated with drive-up pay stations, queueing lanes, and 18 vacuum stations with two equipment enclosures for the vacuum motors and debris. Other site improvements include updated perimeter landscaping, as well as a proposed pavement expansion northeast of the convenience store and gas pumps. This expanded paved area will provide space for 11 of the 18 vacuum stations being proposed. The automated car wash facility utilizes a water recovery recycling system, and does not employ any on- site hand washing, hand drying or detailing services by staff. Customers will drive their own vehicles up to the wash tunnel entrance, instructive prompts guide customers into the tunnel where they remain inside their vehicle for the duration of the wash cycle. The automated system will pull the vehicles through Dec. 7, 2022 Item #2 1 of 42 Staff Report 0 AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 Dec. 7, 2022 Page 2 the wash cycle to the exit on the other side, where the customer then recovers control of the vehicle. The car wash hours of operation are proposed as 7 AM to 9 PM, seven days a week. The site has been designed to provide for adequate queuing of multiple vehicles onsite, with ingress/egress provided from Camino Vida Roble. The site plan also provides for adequate circulation of both waste management and emergency service vehicles. An amendment to Conditional Use Permit CUP 91-03(C) is required for approval of a new car wash structure including the addition of 18 vacuums. Table ‘A’ below includes the General Plan designations, zoning and current land uses of the project site and surrounding properties. TABLE ‘A’ Location General Plan Designation Zoning Current Land Use Site Planned Industrial (PI) Planned Industrial (P-M) Gas station, convenience store, and car wash North PI / Open Space (OS) P-M / OS Light Industrial and Open Space South PI / OS P-M / OS Light Industrial and Open Space East PI P-M Light Industrial West PI / OS P-M / OS Light Industrial and Open Space III.ANALYSIS The proposed project is subject to the following plans, ordinances, standards, and policies: A.Planned Industrial (PI) General Plan Land Use Designation; B.Planned Industrial (P-M) Zone (CMC Chapter 21.34); C.Conditional Use Permit Regulations (CMC Chapter 21.42), and Development Standards and Special Regulations for Car Washes (CMC Section 21.42.140.B.45); D.McClellan-Palomar Airport Land Use Compatibility Plan (ALCUP); E.Growth Management (CMC Chapter 21.90) and Zone 5 Local Facilities Management Plan. The recommendation for approval of this project was developed by analyzing the project’s consistency with the applicable regulations and policies. The project’s compliance with each of the above regulations is discussed in the following sections. A.Planned Industrial (PI) General Plan Land Use Designation The site has a General Plan Land Use designation of Planned Industrial (PI) with an implementing zoning designation of Planned Industrial (P-M). The PI land use designation, which is primarily intended to provide and protect industrial lands for corporate office, research and development, and manufacturing uses, also allows for ancillary commercial uses, such as gas stations. Gas station uses, which can include car washes as an accessory use, can be found within the permitted uses table of the P-M Zone subject to the approval of a conditional use permit and additional special development standards and regulations. The proposed project amends the originally approved conditional use permit (CUP 91-03(C)). Compliance with the Dec. 7, 2022 Item #2 2 of 42 AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 Dec. 7, 2022 Page 3 zoning ordinance standards is covered in Section B and C below. Compliance with the various elements of the General Plan is illustrated in Table ‘B’ below. TABLE ‘B’ – GENERAL PLAN COMPLIANCE Element Goals & Policies Proposed Uses & Improvements Comply Land Use & Community Design Goal 2-G.2 - Promote a diversity of compatible land uses throughout the city, to enable people to live close to job locations, adequate and convenient commercial services, and public support systems such as transit, parks, schools, and utilities. The proposed project provides a convenient commercial service in close proximity to Carlsbad residents and employees. The project site is conveniently located near major and prime arterial streets allowing easy access for residents and workers within the city to wash their vehicles. Yes Goal 2-G.3 - Promote infill development that makes efficient use of limited land supply, while ensuring compatibility and integration with existing uses. Ensure that infill properties develop with uses and development intensities supporting a cohesive development pattern. The proposed car wash is compatible with and will be integrated into the existing service center through shared points of access and driveways. This project supports a cohesive development pattern, which includes automobile service uses in this vicinity. Yes Policy 2-P.29 – Include provisions in the Zoning Ordinance to allow services and support uses in areas designated Planned Industrial; such uses may include but are not limited to commercial/retail uses that support planned industrial uses, office uses, places of worship, recreation facilities, education facilities, conference facilities, daycare centers, short-term lodging, and other services. The car wash use provides a service and supports employees of the surrounding business parks, as well as travelers staying in nearby hotels or arriving/departing from McClellan-Palomar Airport. Yes Dec. 7, 2022 Item #2 3 of 42 AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 Dec. 7, 2022 Page 4 TABLE ‘B’ – GENERAL PLAN COMPLIANCE (CONTINUED) Element Goals & Policies Proposed Uses & Improvements Comply Policy 2-P.37 – Require new development located in the Airport Influence Area (AIA) to comply with the applicable land use compatibility provisions of the McClellan Palomar Airport Land Use Compatibility Plan (ALUCP) through review and approval of a site development plan or other development permit. Unless otherwise approved by City Council, development proposals must be consistent or conditionally consistent with applicable land use compatibility policies with respect to noise, safety, airspace protection, and overflight notification, as contained in the ALUCP. The subject site is located within Review Area 1 of the Airport Influence Area (AIA); and thus, the use and development proposal are subject to the McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP). The project site is located within Safety Zone 6; however, no restrictions limit the development of car wash or gas station uses within the zone, and the project site is outside of all noise exposure contours and thus, the proposed use is considered compatible. Additionally, the project site, with a pad elevation of 202 feet above mean sea level (MSL) is well below the minimum FAA Height Notification Boundary of 331 feet MSL. Although the subject site is located within the Airport Overflight Notification Area, an overflight notification is not required due to the use being non-residential development. The use and development is therefore consistent with the applicable land use compatibility policies as contained within the ALUCP. Yes Noise Goal 5-G.3 Guide the location and design of transportation facilities, industrial uses and other potential noise generators to minimize the effects of noise on adjacent land uses. A noise impact analysis, conducted by ABC Acoustics, Inc. (dated January 2022), studied noise impacts under both unattenuated and attenuated scenarios. The analysis concluded that noise levels, measured at property line, can be reduced to acceptable levels with the implementation of recommended attenuation measures. Those measures are incorporated into the project as design features and are also included as conditions of approval to ensure implementation. No noise sensitive land uses were identified as abutting the project site. Yes Policy 5-P.5 – Noise Generation. As part of development project approval, require that noise generated by a project does not exceed standards established in Table 5-3 – Performance Standards for Non-Transportation Sources (as measured at property line of source/sensitive use). Policy 5-P.12 – Use the noise policies in the McClellan- Palomar Airport Land Use Compatibility Plan (ALUCP) to determine acceptability of a land use within the Noise compatibility is evaluated pursuant to the policies and noise contours as set forth in the ALUCP, Section 3.3 Noise Compatibility Policies for McClellan-Palomar Airport. The proposed building is located outside of the 60 dB CNEL Noise Exposure contour pursuant to Exhibit III-1 of the ALUCP. Where the project site is exposed Yes Dec. 7, 2022 Item #2 4 of 42 AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 Dec. 7, 2022 Page 5 airport’s influence area (AIA) as depicted in the ALUCP. to less than 60 dB CNEL, the proposed land use is considered compatible. Mobility Goal 3-G.2 - Improve connectivity for residents, visitors and businesses No increase in average daily trips (ADT) is expected compared to that of the existing gas station, convenience store, and car wash. Any additional ADT created by the project would be minimal and would not reduce the existing level of service to the adjacent intersections and street system. Yes Sustainability Policy 9-P.1 – Enforce the Climate Action Plan as the city’s strategy to reduce greenhouse gas emissions. The estimated emissions associated with both construction and operational activities are projected to be below the 900-metric ton screening threshold of the city’s Climate Action Plan (CAP); and thus, the project is exempt from the provisions of the CAP. Yes Public Safety Policy 6-P.34 – Enforce the Uniform Building and Fire codes, adopted by the City, to provide fire protection standards for all existing and proposed structures. The project requires approval of a building permit. The building permit review process requires submittal of construction drawings for review and compliance with the Uniform Building and Fire codes. Yes B. & C. Planned Industrial (P-M) Zone (CMC Chapter 21.34); Conditional Use Permit Regulations (CMC Chapter 21.42), and Development Standards and Special Regulations for Car Washes (CMC Section 21.42.140.B.45) The project site is within the Planned Industrial (P-M) Zone. Pursuant to CMC Section 21.34.020, permitted uses, gas station uses, which can include car wash facilities, may be permitted with Planning Commission approval of a conditional use permit (CUP). This project amends the existing CUP to permit the expansion of the car wash facilities. An amendment to the CUP is subject to CMC Chapter 21.42, Minor Conditional Use Permits and Conditional Use Permits. Section 21.42.030 of the CMC requires four findings to be made to approve a conditional use permit. Additionally, CMC Section 21.42.140.B.45 includes eight development standards and special regulations applicable to car wash facilities. The four findings for approving a conditional use permit can be made, and the project is in compliance with the Development Standards and Special Regulations for a car wash use as discussed below: 1. That the requested use is necessary or desirable for the development of the community, and is in harmony with the various elements and objectives of the General Plan. The use already provides a gas station and car wash service in a convenient location to the surrounding office and industrial uses. The use is located near a major arterial, Palomar Airport Road, that will provide easy access to the facility without the need of driving through residential neighborhoods. A car wash facility is a desirable use within the city because strict water usage laws discourage residents from washing their vehicle at home and an alternative method is needed. This facility will reduce water usage by its enhanced recycled water system and by allowing an alternative to residents who otherwise may wash their cars at home. Also, the project will result in lower carbon emissions from Dec. 7, 2022 Item #2 5 of 42 AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 Dec. 7, 2022 Page 6 people who may otherwise have to drive longer distances to go to other car washes. Lower vehicle miles traveled, reduced carbon emissions, and lower water usage resulting from this project are all goals of the city’s General Plan. 2. That the requested use is not detrimental to existing uses or to uses specifically permitted in the zone in which the proposed use is to be located. The project will not create traffic issues in the vicinity. The demolition and construction of a car wash facility will not create any detrimental impacts to adjacent users or major intersections. Usage of the site will be spread over the entire day and there will be no peak time impacts to the major roadways and intersections in the vicinity. The project has also been designed and conditioned to minimize noise impacts emanating from the car wash facility. A noise impact analysis, conducted by ABC Acoustics Inc. (dated January 2022), concluded that the project does not exceed any city noise standards when recommended attenuation measures were included. A gas station use is specifically permitted in the P-M Zone and car washes can be included with gas station uses. Therefore, this use is not detrimental to existing uses located nearby and those permitted in the P-M Zone. 3. That the site is adequate in size and shape to accommodate the yards, setbacks, walls, fences, parking, loading facilities, buffer areas, landscaping and other development features prescribed by code and required by the city planner, planning commission or city council, in order to integrate the use with other uses in the neighborhood. The car wash will occupy a newly constructed 3,100-square-foot stand-alone building on a 6.8-acre lot. Parking will also be provided for each vacuum station for the convenience of customers. The car wash building, and accessory structures meet all required setbacks, height limits and parking requirements pursuant to the city’s Municipal Code. Landscaping is proposed or will be retained within the parking lot, along the street frontage and throughout the site consistent with all requirements of the city’s Landscape Manual. The building is oriented to ensure minimal visual and noise impacts to surrounding land uses. The site is adequate in size and shape to accommodate the proposed car wash use while meeting all Municipal Code requirements. 4. That the street system serving the proposed use is adequate to properly handle all traffic generated by the proposed use. The project proposes to demolish an existing car wash structure and to construct a new car wash. For purposes of existing street and intersection capacity, this traffic is already included in existing levels. With the new car wash, no new traffic generation of significant levels would occur. The existing street system of Palomar Airport Road and Camino Vida Roble is adequate to properly handle the traffic generated by the new car wash. 5. The site shall be designed to reduce the visual impacts of buildings and waiting cars on surrounding development and from public streets. The project incorporates screening through landscaping to reduce any potential visual impacts of cars stacking parallel along Camino Vida Roble. Trees and other informal landscape groupings have been strategically located within a 15-foot-wide landscape planter along the Camino Vida Roble frontage to accent, screen and/or otherwise enhance certain architectural features of the proposed architectural design. Landscaping has been placed near the entrance into the car wash building and Dec. 7, 2022 Item #2 6 of 42 AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 Dec. 7, 2022 Page 7 street frontage to help in reducing views of the interior operations of the car wash building to pass- by traffic. Adjacent properties of the site are also buffered by landscaping. 6. All structures shall be architecturally designed to ensure compatibility with surrounding development. The proposed car wash facility design complements the existing gas station and surrounding industrial buildings that are situated adjacent to the site. Like the surrounding architecture, the exterior of the proposed building employs materials of glass, smooth stucco, framed windows, and accent bands of stone/tile. The proposed colors are similar to and consistent with the adjacent gas station theme. Landscape plantings and dense green screens have been incorporated along the project frontage to reduce any potential visual impacts of cars stacking parallel to the Camino Vida Roble street frontage and to further reduce direct visibility into the car wash building itself. 7. A noise analysis addressing noise impacts on surrounding development may be required. A noise impact analysis, conducted by ABC Acoustics, Inc. (dated January 2022), studied noise impacts under both unattenuated and attenuated scenarios. The analysis concluded that noise levels, measured at property line, can be reduced to acceptable levels with the implementation of recommended attenuation and abatement measures. Incorporation of the identified attenuation and abatement measures into the project design and operation is included as a condition of approval. No noise sensitive land uses were identified as abutting the project site. 8. A traffic study which analyzes the impact of the proposed car wash on adjacent and nearby intersections may be required. The limits of this study shall be established by the city planner. No increase in average daily trips (ADT) is expected compared to that of the existing gas station, convenience store, and car wash. Any additional ADT created by the project would be minimal and would not reduce the existing level of service to the adjacent intersections and street system. 9. Adequate parking and circulation shall be provided on-site to accommodate the proposed use. The project provides adequate parking for employees, disabled persons and customers; and the onsite circulation is designed to accommodate the queuing of multiple vehicles and easy access through the site for customers, emergency personnel and waste management services. 10. Waiting areas for cars shall be screened by a combination of landscaping, fencing and berming. The stacking lanes for cars approaching the car wash entrance are accessed from Camino Vida Roble, 500 feet from the Palomar Airport Road intersection. The entrance to the car wash structure is setback at least 50 feet from all street fronting property lines and the stacking lanes will be screened along Camino Vida Roble with landscaping. In addition, proposed landscaping is in accordance with the city’s Landscape Manual and with time will grow to further assist in visually buffering waiting cars. 11. All signs shall comply with an approved sign program. A requirement to submit a sign program consistent with the signage requirements as outlined within the city’s Municipal Code has been made a condition of approval. Dec. 7, 2022 Item #2 7 of 42 AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 Dec. 7, 2022 Page 8 12. Adequate means of eliminating grease and oils from drainage systems shall be provided The proposed car wash building employs a water recovery recycling system specifically designed for capturing drain water emanating from the car wash use, filtering out grease, oils and other debris. In addition to making the above use permit findings, the proposed car wash facility is also subject to the development standards of the Planned Industrial (P-M) Zone (CMC Chapter 21.34). Table ‘C’ below demonstrates the project’s consistency with the required development standards of the P-M Zone: TABLE ‘C’ – PLANNED INDUSTRIAL (P-M) ZONE DEVELOPMENT STANDARDS Standards Required Proposed Comply Building Height 35 feet maximum 16 feet Yes Front Yard (Palomar Airport) 50 feet minimum Over 50 feet Yes Front Yard (Camino Vida Roble) 50 feet minimum Over 50 feet Yes D. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP) The proposed project falls within Review Area 1 of the Airport Influence Area (AIA) boundaries of the McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP). All projects within the AIA are required to be reviewed for consistency with the goals and policies of the ALUCP. The ALUCP identifies four types of airport impacts that must be considered for each development: Noise, Safety, Airspace Protection, and Overflight. The project is consistent with the ALUCP in that 1) the proposed use is located outside of the 60 dB CNEL noise contour and thus is not impacted by airport noise; 2) the project site, with a pad elevation of 202 feet above mean sea level (MSL), is below the minimum Federal Aviation Administration (FAA) Height Notification Boundary of 331 feet MSL and thus notification to the FAA is not required; 3) although this project is within the Airport Overflight Notification Area, the use is non-residential development, and thus, the recordation of an overflight notification is not required; and 4) the project site is located within Safety Zone 6, which does not limit the development of car wash or gas station uses; and thus is considered a compatible land use within the AIA. E. Growth Management (CMC Chapter 21.90) and Zone 5 Local Facilities Management Plan. The proposed project is located within Local Facilities Management Zone 5 in the Southwest Quadrant of the city. The impacts on public facilities created by the project, and its compliance with the adopted performance standards, are summarized in Table ‘D’ below. TABLE ‘D’ – GROWTH MANAGEMENT COMPLIANCE STANDARD IMPACTS COMPLY City Administration N/A N/A Library N/A N/A Waste Water Treatment 5.37 EDU Yes Parks N/A N/A Drainage 2 CFS Yes Circulation 660 ADT Yes Fire District No. 4 Yes Dec. 7, 2022 Item #2 8 of 42 AMEND 2022-0006 (DEV06082) – BP/ARCO FACILITY 5792 Dec. 7, 2022 Page 9 Open Space N/A N/A Schools N/A N/A Sewer Collection System 5.37 EDU Yes Water 1,181 GPD Yes IV.ENVIRONMENTAL REVIEW The California Environmental Quality Act (“CEQA”), and its implementing regulations (“CEQA Guidelines”) adopted by the Secretary of the California Natural Resources Agency, list classes of projects that have been determined not to have a significant effect on the environment and as a result are exempt from further environmental review under CEQA. City staff completed a review of the project and potential environmental impacts associated with the project pursuant to CEQA and concluded that the project qualified for an exemption pursuant to CEQA Guidelines section 15303(a) (New Construction or Conversion of Small Structures). A notice of intended decision regarding the environmental determination was advertised on October 31, 2022, and posted on the city’s website. The notice included a general description of the project, the proposed environmental findings, and a general explanation of the matter to be considered. The findings and determination contained in that notice was declared as final on the date of the noticed decision, unless appealed as provided by the procedures commencing in Chapter 21.54 (Procedures, Hearings, Notices, and Fees) of the Zoning Ordinance. During the 10-day public review period, the city received no comment letters from the public regarding the prospective environmental determination. Since no appeal was filed and no substantial evidence was submitted that would support a finding that the exemption requirements would not be satisfied, the project was determined by the city planner to not have a significant effect on the environment. The CEQA Determination letter is attached to this staff report as Attachment 4 and demonstrates that the project is categorically exempt from further environmental review. The city planner’s written decision is final and the CEQA determination is not within the Planning Commission’s purview. With the appropriate environmental clearances in place, all of the city’s procedural requirements and relevant aspects of CEQA have been satisfied. The CEQA Guidelines include a list of classes of projects which have been determined not to have a significant effect on the environment and which shall, therefore, be exempt from the provisions of CEQA. CEQA Guidelines Section 15303 is a Class 3 exemption for new construction or conversions of small structures. EXHIBITS: 1.Planning Commission Resolution - Approval - Exhibit 1 2.Location Map 3.Disclosure Form 4.CEQA Determination 5.Reduced Exhibits 6.Exhibit(s) “A” – “O” dated December 7, 2022 Dec. 7, 2022 Item #2 9 of 42 I I ( ( PLANNING COMMISSION RESOLUTION (7469) A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING AN AMENDMENT TO A CONDITIONAL USE PERMIT {CUP 91-03{C}) TO ALLOW FOR THE DEMOLITION OF A GAS STATION'S EXISTING CARWASH FACILITY, AND THE CONSTRUCTION OF A NEW CARWASH FACILITY AND INSTALLATION OF 18 VACUUM STATIONS, LOCATED AT 1991 PALOMAR AIRPORT ROAD WITHIN LOCAL FACILITIES MANAGEMENT ZONE 5. CASE NAME: BP/ARCO FACILITY 5792 CASE NO.:· AMEND 2022-0006 (DEV06082) WHEREAS, Samir Salem, "Owner/Applicant," has filed a verified application with the City of Carlsbad regarding property described as Lot 17 of Carlsbad Tact 73-49, in the City of Carlsbad, County of San Diego, State of California, according to map no. 8418, filed in the office of the County Recorder of San Diego County, November 19, 1976 ("the Property"); and WHEREAS, on November 20, 1991, the Planning Commission approved CUP 91-03, as described and conditioned in Planning Commission Resolution No. 3311; and WHEREAS, on October 22, 1996, the Planning Commission approved CUP 91-03{A), as described and conditioned in Planning Commission Resolution No. 4030; and WHEREAS, on July 1, 1998, the Planning Commission approved CUP 91-03(8), as described and conditioned in Planning Commission Resolution No. 4334; and WHEREAS, on March 19, 2008, the Planning Commission approved CUP 91-03((), as described and conditioned in Planning Commission Resolution No. 6402; and WHEREAS, said verified application constitutes a request for a Fourth Amendment to allow the demolition of a car wash facility and the construction of a new car wash facility and 18 vacuum stations to an existing gas station use as shown on Exhibit(s) "A" -"O" dated December 7, 2022, on file in the Planning Division, AMEND 2022-0006-BP/ARCO FACILITY 5792, as provided by Chapter 21.42 of the Carlsbad Municipal Code; and EXHIBIT 1 Dec. 7, 2022 Item #2 10 of 42 WHEREAS, the Planning Commission did, on December 7, 2022, hold a duly noticed public hearing as prescribed by law to consider said request; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Commission considered all factors relating to the Conditional Use Permit Fourth Amendment NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad as follows: A)That the foregoing recitations are true and correct. B)That based on the evidence presented at the public hearing, the Commission APPROVES AMEND 2022-0006 -BP/ARCO FACILITY 5792, based on the following findings and subject to the following conditions: Findings: Conditional Use Permit 1.That the requested use is necessary or desirable for the development of the community, and is in harmony with the various elements and objectives of the general plan, in that the requested use is desirable for the industrial community and in harmony with the objectives of the General Plan and Zoning Ordinance since the proposed self-service car wash will support the existing gas station and convenience market in providing a convenient commercial service to the surrounding industrial developments and their employees. 2.That the requested use is not detrimental to existing uses or to uses specifically permitted in the zone in which the proposed use is to be located, in that the requested use is compatible with the surrounding industrial uses and will not generate significant customer traffic to the area. The self-service car wash is considered to be accessory and related to a conditionally permitted use. The project is not detrimental to existing uses specifically permitted in the zone in which the proposed use is located because the site is physically separated from other properties by arterial roads and open space and as such it will not have a direct physical impact to other commercial or industrial uses in the area. 3.That the site for the proposed conditional use is adequate in size and shape to accommodate the yards, setbacks, walls, fences, parking, loading facilities, buffer areas, landscaping and other development features prescribed in this code and required by the City Planner, planning commission or City Council, in order to integrate the use with other uses in the neighborhood, in that the project proposes landscaping enhancements along Palomar Airport Road, and trees and shrubs in front of the car wash building; existing trees and shrubs will help screen views from industrial properties to the south and west; and, the site is buffered by Palomar Airport Road and Camino Vida Roble on the north and east and by a powerline/open space easement PC RESO AMEND Adoption -2-Dec. 7, 2022 Item #2 11 of 42 to the south and west. On site circulation is not significantly impacted by the new car wash and the existing parking and access points will be maintained. The project complies with all other development standards of the P-M Zone. 4.That the street system serving the proposed use is adequate to properly handle all traffic generated by the proposed use, in that the project proposes to demolish an existing carwash structure and to construct a new carwash. For purposes of existing street and intersection capacity, this traffic is already included in existing levels. No new traffic generation of significant levels is expected and therefore, the existing street system of Palomar Airport Road and Camino Vida Roble is adequate to properly handle the traffic generated by the new car wash. Conditional Use Permit, Development Standards and Special Regulations for a Car Wash Use 5.The site shall be designed to reduce the visual impacts of buildings and waiting cars on surrounding development and from public streets, in that the project proposes landscaping enhancements along Palomar Airport Road, and trees and shrubs in front of the car wash building; existing trees and shrubswill help screen views from industrial properties to the south and west; and, the site is buffered by Palomar Airport Road and Camino Vida Roble on the north and east and by a powerline/open space easement to the south and west. Adjacent properties of the site are also buffered by landscaping. 6.All structures shall be architecturally designed to ensure compatibility with surrounding development, in that the proposed carwash facility design complements the existing gas station and convenience store and surrounding industrial buildings that are situated adjacent to the site. Like the surrounding architecture, the exterior of the proposed building employs materials of glass, smooth stucco, framed windows, and accent bands of stone/tile. The proposed colors are similar to and consistent with the adjacent gas station theme. Landscape plantings have been incorporated along the most visible building face of the new car wash building to reduce visual impacts from Camino Vida Roble. 7. A noise analysis addressing noise impacts on surrounding development may be required, in that a noise impact analysis, conducted by ABC Acoustics Inc. (dated January 2022), studied noise impacts under both unattenuated and attenuated scenarios. The analysis concluded that noise levels, measured at property line, can be reduced to acceptable levels with the implementation of recommended attenuation and abatement measures. Incorporation of the identified attenuation and abatement measures into the project design and operation is included as a condition of approval. No noise sensitive land uses were identified as abutting the project site. 8.A traffic study which analyzes the impact of the proposed car wash on adjacent and nearby intersections may be required. The limits of this study shall be established by the city planner, in that the project is the demolition of an existing carwash facility and construction of a new carwash facility. No increase in average daily trips (ADT) is expected compared to that of the existing gas station, convenience store, and car wash. Any additional ADT created by the project would be minimal and would not reduce the existing level of service to the adjacent intersections and street system. PC RESO AMEND Adoption -3-Dec. 7, 2022 Item #2 12 of 42 ( 9.Adequate parking and circulation shall be provided on-site to accommodate the proposed use, in that the project provides adequate parking for employees, disabled persons and customers; and the onsite circulation is designed to accommodate the queuing of multiple vehicles and easy access through the site for customers, emergency personnel and waste management services. 10.Waiting areas for cars shall be screened by a combination of landscaping, fencing and berming, in that the stacking lanes for cars approaching the entrance to the car wash facility will be screened along Camino Vida Roble with landscaping. In addition, proposed landscaping is in accordance with the city's Landscape Manual and with time will grow to further assist in visually buffering waiting cars. 11.All signs shall comply with an approved sign program, in that a requirement to submit a sign program consistent with the signage requirements as outlined within the city's Municipal Code has been made a condition of approval. 12.Adequate means of eliminating grease and oils from drainage systems shall be provided, in that the proposed car wash building employs a water recovery recycling system specifically designed for capturing drain water emanating from the car wash use, filtering out grease, oils and other debris. General 13.The Planning Commission finds that the project, as conditioned herein, is in conformance with the Elements of the City's General Plan, based on the facts set forth in the staff report dated December 7, 2022 including, but not limited to the following: a.Land Use & Community Design -the General Plan Land Use designation for the property is Planned Industrial (Pl). The Pl land use designation, which is primarily intended to provide and protect industrial lands for corporate office, research and development and manufacturing uses, also allows for ancillary commercial uses, such as a gas station and carwash. Additionally, the project and use is consistent with Goals and Policies 2-G.2, 2- G.3, 2-P.29 and 2-P.37 in that 1) the proposed project provides a convenient commercial service in close proximity to Carlsbad residents and employees. The project site is conveniently located near major and prime arterial streets allowing easy access for residents and workers within the city to wash their vehicles; 2) the proposed project is an infill development. The proposed carwash is compatible with and will be integrated into the existing gas station through shared points of access and driveways; 3) the proposed project has been designed and conditioned to minimize any adverse visual and noise impacts to existing uses within the vicinity; and 4) the carwash use, is an ancillary commercial service intended to support the gas station, as well as being made available for use by other surrounding businesses and the general public. b.Noise -the project and use is consistent with Goal 5-G.3, and Policies 5-P.5 and 5-P.12, in that 1) A noise impact analysis, conducted by ABC Acoustics, Inc. (dated January 2022), studied noise impacts under both unattenuated and attenuated scenarios. The analysis concluded that noise levels, measured at property line, can be reduced to acceptable levels with the implementation of recommended attenuation measures. Incorporation of those measures into the project design and operation is included as a condition of approval. No PC RESO AMEND Adoption -4-Dec. 7, 2022 Item #2 13 of 42 noise sensitive land uses were identified as abutting the project site; and 2) The proposed building is located outside of the 60 dB CNEL Noise Exposure contour pursuant to Exhibit 111- 1 of the ALUCP. Where the project site is exposed to less than 60 dB CNEL, the proposed land use is considered compatible. c.Mobility -the project and use is consistent with Goal 5-G.2 in that no increase in average daily trips (ADT) is expected compared to that of the existing gas station, convenience store, and car wash. Any additional ADT created by the project would be minimal and would not reduce the existing level of service to the adjacent intersections and street system. d.Sustainability -the project estimated emissions associated with both construction and operational activities are projected to be below the 900-metric ton screening threshold of the city's Climate Action Plan (CAP); and thus, the project is exempt from the provisions of the CAP. e.Public Safety -the project and use is consistent with Policy 6-P.34, in that the project requires approval of a building permit. The building permit review process requires submittal of construction drawings for review and compliance with the Uniform Building and Fire codes. 14.The project is consistent with the City-Wide Facilities and Improvements Plan, the Local Facilities Management Plan for Zone 5 and all city public policies and ordinances. The project includes elements or has been conditioned to construct or provide funding to ensure that all facilities and improvements regarding sewer collection and treatment, water, drainage, circulation, fire, schools, parks and other recreational facilities, libraries, government administrative facilities, and open space, related to the project will be installed to serve new development prior to or concurrent with need. Specifically, a.The project has been conditioned to provide proof from the Carlsbad Unified School District that the project has satisfied its obligation for school facilities. b.The Public Facility Fee is required to be paid by Council Policy No. 17 and will be collected prior to the issuance of building permit. 15.The Planning _Commission has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to the project, and the extent and the degree of the exaction is in rough proportionality to the impact caused by the project. Conditions: NOTE: Unless otherwise specified herein, all conditions shall be satisfied prior to issuan.ce of a grading permit or building permit, whichever occurs first. 1.If any of the following conditions fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the city shall have the right to revoke or modify all approvals herein granted; deny or further condition issuance of all future building permits; deny, revoke, or further PC RESO AMEND Adoption -5-Dec. 7, 2022 Item #2 14 of 42 condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the property title; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. No vested rights are gained by Developer or a successor in interest by the city's approval of this Conditional Use Permit Amendment. 2.Staff is authorized and directed to make, or require the Developer to make, all corrections and modifications to the Conditional Use Permit Amendment documents, as necessary to make them internally consistent and in conformity with the final action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development, different from this approval, shall require an amendment to this approval. 3.Developer shall comply with all applicable provisions of federal, state, and local laws and regulations in effect at the time of building permit issuance. 4.If any condition for construction of any public improvements or facilities, or the payment of any fees in-lieu thereof, imposed by this approval or imposed by law on this Project are challenged, this approval shall be suspended as provided in Government Code Section 66020. If any such condition is determined to be invalid, this approval shall be invalid unless the City Council determines that the project without the condition complies with all requirements of law. 5.Developer/Operator shall and does hereby agree to indemnify, protect, defend, and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorney's fees incurred by the city arising, directly or indirectly, from (a) city's approval and issuance of this Conditional Use Permit Amendment, (b) city's approval or issuance of any permit or action, whether discretionary or nondiscretionary, in connection with the use contemplated· herein, and (c) Developer/Operator's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the facility of electromagnetic fields or other energy waves or emissions. This obligation survives until all legal proceedings have been concluded and continues even if the city's approval is not validated. 6.Prior to the issuance of a building permit, the Developer shall provide proof to the Building Division from the Carlsbad Unified School District that this project has satisfied its obligation to provide school facilities. 7.This project shall comply with all conditions and mitigation measures which are required as part of the Zone 5 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits. 8.This approval shall become null and void if building permits are not issued for this project within 24 months from the date of project approval. 9.Building permits will not be issued for this project unless the local agency providing water and sewer services to the project provides written certification to the city that adequate water service and sewer facilities, respectively, are available to the project at the time of the application for the PC RESO AMEND Adoption -6- EXHIBIT 1 Dec. 7, 2022 Item #2 15 of 42 • building permit, and that water and sewer capacity and facilities will continue to be available until the time of occupancy. 10.Developer shall pay the Citywide Public Facilities Fee imposed by City Council Policy #17, the License Tax on new construction imposed by Carlsbad Municipal Code Section 5.09.030, and CFD #1 special tax (if applicable), subject to any credits authorized by Carlsbad Municipal Code Section 5.09 .. 040. Developer shall also pay any applicable Local Facilities Management Plan fee for Zone 5, pursuant to Chapter 21.90. All such taxes/fees shall be paid at issuance of building permit. If the taxes/fees are not paid, this approval will not be consistent with the General Plan and shall become void. 11.Developer shall submit to the city a Notice of Restriction executed by the owner of the real property to be developed. Said notice is to be filed in the office of the County Recorder, subject to the satisfaction of the City Planner, notifying all interested parties and successors in interest that the City of Carlsbad has issued a Conditional Use Permit Amendment by resolution on the property. Said Notice of Restriction shall note the property description, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion in the Notice of Restriction. The City Planner has the authority to execute and record an amendment to the notice which modifies or terminates said notice upon a showing of good cause by the Developer or successor in interest. 12.All conditions of this permit shall be continuously met so that the use does not have a substantial negative effect on surrounding properties or the public health, safety and general welfare. If the City Planner determines that: 1) the Conditional Use Permit was obtained by fraud or misrepresentation; or 2) the use for which such approval was granted is not being exercised; or 3)the Conditional Use Permit is being or recently has been exercised contrary to any of the terms or conditions of approval or the conditions of approval have not been met; or 4) the use for which such approval was granted has ceased to exist or has been suspended for one year or more; or 5) the use is in violation of any statute, ordinance, law or regulation; or 6) the use permitted by the Conditional Use Permit is being or has been so exercised as to be detrimental to the public health, safety or welfare or so as to constitute a nuisance, the City Planner shall recommend that the Planning Commission hold a public hearing and after providing the permittee the opportunity to be heard, the Planning Commission may revoke and terminate the Conditional Use Permit in whole or in part, reaffirm the Conditional Use Permit, modify the conditions or impose new conditions. 13.This Conditional Use Permit Amendment is granted without an expiration date. This permit may be revoked at any time after a public hearing, if it is found that the use has a substantial detrimental effect on surrounding land uses and the public's health and welfare, or the conditions imposed herein have not been met. 14.Developer shall submit and obtain City Planner approval of a Final Landscape and Irrigation Plan showing conformance with the approved Preliminary Landscape Plan and the city's Landscape Manual. Developer shall construct and install all landscaping and irrigation as shown on the approved Final Plans. All landscaping shall be maintained in a healthy and thriving condition, free from weeds, trash, and debris. All irrigation systems shall be maintained to provide the optimum amount of water to the landscape for plant growth without causing soil erosion and runoff. PC RESO AMEND Adoption -7-Dec. 7, 2022 Item #2 16 of 42 ( { 15.The first submittal of Final Landscape and Irrigation Plans shall be pursuant to the landscape plan check process on file in the Planning Division and accompanied by the project's building, improvement, and grading plans. 16.No outdoor storage of materials shall occur onsite unless required by the Fire Chief. When so required, the Developer shall submit and obtain approval of the Fire Chief and the City Planner of an Outdoor Storage Plan, and thereafter comply with the approved plan. 17.Developer shall submit and obtain City Planner approval of an exterior lighting plan including parking areas. All lighting shall be designed to reflect downward and avoid any impacts on adjacent homes or property. 18.All roof appurtenances, including air conditioners, shall be architecturally integrated and concealed from view and the sound buffered from adjacent properties and streets, in substance as provided in Building Department Policy No. 80-6, to the satisfaction of the Directors of Community and Economic Development Department and Planning. 19.Developer, property owner, and car wash operator shall incorporate into the design of the car wash facility, or execute during car wash operations, all noise abatement measures recommended by the acoustical analysis report conducted by ABC Acoustic, dated January 2022, to the satisfaction of the City Planner. 20.Individual recycling debris canisters shall be distributed throughout the vacuum stall area and provided in convenient accessible locations. 21.This amendment does not authorize automobile detailing, which shall be prohibited from occurring on the premises. 22.The permitted hours of operation for the car wash use shall be 7 AM to 9 PM, seven days a week. 23.Developer shall submit and obtain City Planner approval of a sign program for the project. All signs shall be constructed and installed in accordance with the approved sign program. 24.Developer, property owner, and car wash operator shall not allow customer vehicles to queue into the public sidewalk or onto Camino Vida Roble at any time. 25.Vendor and gasoline deliveries shall be prohibited during the peak hours of business: 6 AM to 9 AM, Noon to 1 PM, and 4 PM to 6 PM. 26.Trash receptacle areas shall be enclosed by a six-foot high masonry wall with gated pursuant to City standards. Location of said receptacles shall be approved by the City Planner. Enclosures shall be of similar colors and materials to the project to the satisfac.tion of the City Planner. PC RESO AMEND Adoption -8- EXHIBIT 1 Dec. 7, 2022 Item #2 17 of 42 . Engineering: General 27.Prior to hauling dirt or construction materials to or from any proposed construction site within this project, developer shall apply for and obtain approval from, the city engineer for the proposed haul route. 28.This project is approved upon the express condition that building permits will not be issued for the development of the subject property, unless the district engineer has determined that adequate water and sewer facilities are available at the time of permit issuance and will continue to be available until time of occupancy. 29.Property owner shall maintain all landscaping (street trees, tree grates, shrubs, ground cover, etc.) and irrigation along the parkway frontage with Camino Vida Roble as shown on the Site Plan. Fees/ Agreements 30.Developer shall cause property owner to execute and submit to the city engineer for recordation, the city's standard form Geologic Failure Hold Harmless Agreement. 31.Developer shall cause property owner to execute and submit to the city engineer for recordation the city's standard form Drainage Hold Harmless Agreement. 32.Developer shall cause property owner to submit an executed copy to the city engineer for recordation a city standard Permanent Stormwater Quality Best Management Practice Maintenance Agreement Grading 33.Based upon a review of the proposed grading and the grading quantities shown on the site plan, a grading permit for this project is required. Developer shall prepare and submit plans and technical studies/reports as required by city engineer, post security and pay all applicable grading plan review and permit fees per the city's latest fee schedule. Storm Water Quality 34.Developer shall comply with the city's Stormwater Regulations, latest version, and shall implement best management practices at all times. Best management practices include but are not limited to pollution control practices or devices, erosion control to prevent silt runoff during construction, general housekeeping practices, pollution prevention and educational practices, maintenance procedures, and other management practices or devices to prevent or reduce the discharge of pollutants to stormwater, receiving water or stormwater conveyance system to the maximum extent practicable. Developer shall notify prospective owners and tenants of the above requirements. 35.Developer shall complete and submit to the city engineer a Determination of Project's SWPPP Tier Level and Construction Threat Level Form pursuant to City Engineering Standards. Developer PC RESO AMEND Adoption -9-Dec. 7, 2022 Item #2 18 of 42 shall also submit the appropriate Tier level Storm Water Compliance form and appropriate Tier level Storm Water Pollution Prevention Plan (SWPPP) to the satisfaction of the city engineer. Developer shall pay all applicable SWPPP plan review and inspection fees per the city's latest fee schedule. 36.This project is subject to 'Priority Development Project' and 'Trash Capture' requirements. Developer shall prepare and process a Storm Water Quality Management Plan (SWQMP), subject to city engineer approval, to comply with the Carlsbad BMP Design Manual latest version. The final SWQMP required by this condition shall be reviewed and approved by the city engineer with final grading plans. Developer shall pay all applicable SWQMP plan review and inspection fees per the city's latest fee schedule. 37.Developer is responsible to ensure that all final design plans (grading plans, improvement plans, landscape plans, building plans, etc) incorporate all source control, site design, pollutant control BMP and applicable hydromodification measures Dedications/Improvements 38.Developer shall design the private drainage systems, as shown on the site plan to the satisfaction of the city engineer. All private drainage systems (12" diameter storm drain and larger) shall be inspected by the city. Developer shall pay the standard improvement plan check and inspection fees for private drainage systems. 39.Prior to any work in city right-of-way or public easements, Developer shall apply for and obtain a right-of-way permit to the satisfaction of the city engineer Utilities 40.Developer shall meet with the fire marshal to determine iffire protection measures (fire flows, fire hydrant locations, building sprinklers) are required to serve the project. Fire hydrants, if proposed, shall be considered private improvements and shall be served by private water mains to the satisfaction of the district engineer. 41.Developer shall design and agree to construct public facilities within public right-of-way or within minimum 20-foot wide easements granted to the district or the City of Carlsbad. At the discretion of the district or city engineer, wider easements may be required for adequate maintenance, access and/or joint utility purposes. 42.Developer shall install potable water and/or recycled water services and meters at locations approved by the district engineer. The locations of said services shall be reflected on public improvement plans. 43.The developer shall agree to install sewer laterals and clean-outs at locations approved by the city engineer. The locations of sewer laterals shall be reflected on public improvement plans. PC RESO AMEND Adoption -10-Dec. 7, 2022 Item #2 19 of 42 • ( 44. The developer shall design and agree to construct public water, sewer, and recycled water facilities substantially as shown on the site plan to the satisfaction of the district engineer and city engineer Code Compliance: 1. Developer shall pay traffic impact and sewer impact fees based on Section 18.42 and Section 13.10 of the City of Carlsbad Municipal Code, respectively. The Average Daily Trips {ADT) and floor area contained in the staff report and shown on the site plan are for planning purposes only NOTICE TO APPLICANT An appeal of this decision to the City Council must be filed with the City Clerk at 1200 Carlsbad Village Drive, Carlsbad, California, 92008, within ten {10) calendar days of the date of the Planning Commission's decision. Pursuant to Carlsbad Municipal Code Chapter 21.54, section 21.54.150, the appeal must be in writing and state the reason(s) for the appeal. The City Council must make ·a detefmination on the appeal prior to any judicial review. NOTICE Please .take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to for convenience as "fees/exactions." You have 90 days from date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32 .. 030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading, or other similar application processing or service fees in connection with this project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PC RESO AMEND Adoption -11-Dec. 7, 2022 Item #2 20 of 42 PASSED, APPROVED, AND ADOPTED at a regular meeting of the Planning Commission of the City of Carlsbad, California, held on Dec. 7, 2022, by the following vote, to wit: AYES: Commissioners Kamenjarin, Meenes, Sabellico, Merz, Stine NOES: ABSENT: Commissioners Luna, Lafferty ABSTAIN: JOSEPH STINE, Chairperson CARLSBAD PLANNING COMMISSION ATTEST: MIKE STRONG Assistant Director of Community Development PC RESO AMEND Adoption -12-Dec. 7, 2022 Item #2 21 of 42 PA L O M A R O A K S W Y C A M I N O V I D A R O B L E PALO M A R A I R P O R T R D PASE O D E L L AGO PA L O M A R O A K S C T E L C AMINO R E A L LA COSTA AV A L G A R D C A R L S B A D B L AMEND 2022-0006 BP/ARCO FACILITY 5792 SITE MAP J SITE!"^ Map generated on: 11/7/2022 EXHIBIT 2 Dec. 7, 2022 Item #2 22 of 42 EXHIBIT 3 Dec. 7, 2022 Item #2 23 of 42 (_ City of Carlsbad DISCLOSURE STATEMENT P-1(A) Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as "Any individual, firm, co-partnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county, city municipality, district or other political subdivision or any other group or combination acting as a unit." Agents may sign this document; however, the legal name and entity of the applicant and property owner must be provided below. 1. APPLICANT (Not the applicant's agent) Provide the COMPLETE, LEGAL names and addresses of ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person Samir Salem Corp/Part Palomar Airport Partners, LLC Title Owner Title --------------Address 3278 Vista Matamo El Cajon CA 92019 Address ------------- 2. OWNER (Not the owner's agent) P-1(A) Provide the COMPLETE, LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Also, provide the nature of the legal ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the ownership includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE IN DICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person Samir Salem Title Owner Address 3278 Vista Matamo El Cajon, CA 92019 Corp/PartPalomar Airport Partners, LLC Title --------------- Address ------------- Page 1 of 2 Revised 07/10 Dec. 7, 2022 Item #2 24 of 42 3. NON-PROFIT ORGANIZATION OR TRUST If an y person identified pursuant to (1) or (2) above is a nonprofit organization or a trust, li st the names and addresses of ANY person serving as an officer or director of the non- profit organizatiori or as trustee or beneficiary of the. Non Profit/Trust________ Non Profit/Trust _________ _ Title Title -------------------------- Address Address ------------------------ 4. Have you had more than $500 worth of business transacted with any member of City staff, Boards, Comm issions, Committees and/or Council within the past twelve (12) months? D Yes l ✓I No If yes, please indicate person(s): __________ _ NOTE: Attach additional sheets if necessary. I certify that all the above information is true and correct to the best of my knowledge. \~0-\ .... Signature of owner/date Signature of applicant/date Samir Salem Samir Salem Print or type name of owner Print or type name of applicant Signature of owner/applicant's agent if appli cable/date Print or type name of owner/applicant's agent P-1(A) Page 2 of 2 Revised 07/10 Dec. 7, 2022 Item #2 25 of 42 (_ City of Carlsbad DISCLOSURE STATEMENT P-1(A) Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as "Any individual, firm, co-partnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county, city municipality, district or other political subdivision or any -other group or combination acting as a unit." Agents may sign this document; however, the legal name and entity of the applicant and property owner must be provided below. 1. APPLICANT (Not the applicant's agent) Provide the COMPLETE, LEGAL names and addresses of ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) PersonNaseem Salem corp/PartPalomar Airport Partners, LLC Title Owner Title --------------Address 10718 Noakes Rd La Mesa CA 91941 Address ------------ 2. OWNER (Not the owner's agent) P-1(A) Provide the COMPLETE, LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Also, provide the nature of the legal ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the ownership includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) PersonNaseem Salem Corp/PartPalomar Airport Partners, LLC Title Owner Title -------------- Address 10718 Noakes Road La Mesa, CA 91941 Address ------------- Page 1 of 2 Revised 07/10 Dec. 7, 2022 Item #2 26 of 42 3. NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to (1) or (2) above is a nonprofit organization or a trust, list the names and addresses of ANY person serving as an officer or director of the non- profit organization or as trustee or beneficiary of the. Non Profit/Trust________ Non ProfiUTrust _________ _ Titl e Title -------------------------- Address Address ---------------------- 4. Have you had more than $500 worth of business transacted with any member of City staff, Boards, Commissions, Committees and/or Council within the past twelve (1 2) months? D Yes l ✓I No If yes, please indicate person(s): __________ _ NOTE: Attach add itional sheets if necessary. I c~= above information is true and corr•:;;~ Signature of owner~ Sign ature of applicant/date Naseem Salem Naseem Salem Print or type name of owner Print or type name of applicant Signature of owner/applicant's agent if applicable/date Print or type name of owner/appli cant's agent P-1(A) Page 2 of 2 Revised 07/1 0 EXHIBIT 4 Dec. 7, 2022 Item #2 27 of 42 CEQA DETERMINATION OF EXEMPTION Subject: This California Environmental Quality Act (CEQA) Determination of Exemption is in compliance with Carlsbad Municipal Code Section 19.04.060. An appeal to this determination must be filed in writing with the required fee within ten (10) calendar days of the City Planner's decision consistent with Carlsbad Municipal Code Section 21.54.140. City Planner Decision Date: October 28, 2022 Project Number and Title: AMEND 2022-0006 (DEV06082) -BP/ARCO FACILITY 5792 Project Location -Specific: 1991 Palomar Airport Road Project Location -City: -=-C=ar'""lsC..Cb'--"a'""d'-------Project Location -County: _Sa_n_D_ie~g~o ____ _ Description of Project: Amend Conditional Use Permit CUP9103(C) to all for the demolition of an existing carwash and construction of a new carwash with an additional 20 vacuum stalls. Name of Public Agency Approving Project: -=-C=ity-'---"'-o-'-f -=-Ca=r--'-'ls=b=a=d _______________ _ Name of Person or Agency Carrying Out Project: -=-C=ity-'---"'-o-'-f-=-C=ar'""lsC..Cb'--"a=d'--------------- Name of Applicant: Samir Salem, Palomar Airport Partners LLC Applicant's Address: 3278 Vista Mata mo, El Cajon, CA 92019 Applicant's Telephone Number: -=-6=19"-----'4-=-5--'-4--4'-'4=8-=-8 ____________________ _ Name of Applicant/Identity of person undertaking the project: Samir Salem, Palomar Airport Partners LLC Exempt Status: CEQA Section 15303(c). New Construction or Conversion of Small Structures Reasons why project is exempt: CEQA Section 15303(c) (Class 3) exempts the construction of new, small facilities including commercial structures not involving the use of hazardous substances, and not exceeding 2500 square feet in floor area. Lead Agency Contact Person: Kyle Van Leeuwen, Associate Planner Telephone: 442-339-2611 ERIC LARDY, City P~ Date H N57° 52' 28"W 1114.04' L =1 0 8.3 8',R =6 9.0 0',D=090°00'00" S32° 07' 32"W 106.36' L=38.60',R=25.0 0 ', D = 0 8 8°28'05" L=383.33',R=881.00',D=024°55'47" L=37.6 6',R =2 5.00',D=086°18'48" L =653.89',R =1513.00',D=024°45'43" S26° 49' 56"E 166.46' L=40.07',R=500.00',D=004°35'30" S31° 25' 26"E115.21' A sp h alt A s p h alt A s p h alt A s p h alt A sp h alt A sp h alt A s p h alt SIGNALSIGNALSIGNAL AHEADAHEADAHEAD R o c k s C o n c. C o n c. C o n c . C o n c.C o n c . C o n c. C o n c. C o n c. MAP 8418 CARLSBAD TRACT NO. 73-49 LOT 17 33" RCP 33" RCP 200' 20' 1 STORM DRAIN CLEANOUT (APPROX) HEADWALL (APPROX) SEWER MH RIM=195.35(±) (IE=185.16) SEWER MH RIM=195.33 (±)(IE=184.90) SEWER MH RIM=201.33 (±) (IE=187.83) OVERHEAD ELECTRIC (HIGH VOLTAGE) 30" VCP SEWER (GRAVITY) 2 4 8 9 14 14 14 14 14 14 1 P ALO M A R AIR P O R T R O A D 6 3' 39' CAMINO VIDA ROBLE PROPERTY BOUNDARY 8 S ( 5 ) F R E E W A Y PALOMAR A I R P O R T RD C O L L E G EBLVDCANNON R O A D E L C A M I N O R E A LPALOMAR A I R P O R T CAMINO VID AROBLE EL C A M I N O R E A L A V I A R A P K W Y P O I N S E T T I A LA N E SITE VICINITY MAP N SETBACK 50' - 0" S E T B A C K 5 0' - 0" SETBACK 50' - 0" SETBACK 50' - 0" 3 3 1 4 5 2 6 PROJECT SCOPE Amendment to the CUP: Car Wash Expansion replacing the existing 1,300 sf building with a new 3,100 sf building, installing two pay stations, 18 vacuum stalls, and two equipment enclosures. Proposed signage to match (E) sign. PROJECT INFO SITE ADDRESS LEGAL DESCRIPTION 1991 Palomar Airport Road (EX ST) LOT 17 TR 8418 Carlsbad, CA 92011 APN 213-092-17 OWNER SUMMARY TABLE Palomar Airport Partnersm LLC EXISTING 3278 VISTA MATAMO Car Wash Tunnel: 1,239 sq. ft. EL CAJON, CA 92019 Saleminvestments@yahoo.com PROPOSED Car Wash Tunnel: 3,060 sq. ft. Structural Engineer:(Includes Equipment Room) Najars Engineering, Inc. 10769 Woodside Ave, Suite 204 LOT SIZE Santee, CA 92071 6.8 acres (619) 971-7514 Bashar@najars.com LOT COVERAGE 9,693 sf / 297,168 sf = 3% Designer: Senses & Spaces 1750 E Palomar St. #4 ZONING INFORMATION Chula Vista, CA 91913 Zoning: P-M (619)784-6428 General Plan: PI diane@sensesandspaces.com Flood Zone: NA Land Use: Service Station Landscape Architect:LFMZ: 5 Sotelo Landscape Architects In Coastal Zone: NO 2643 Fourth Ave In Redevelopment Zone: NO San Diego, CA 92103 In Beach Overlay Zone: NO (619) 544-1977 In Fire Zone: NO angelina@asotelo.com BUILDING SETBACKS PARKING Front Yard: 50 ft. to PL EXISTING: 17 Stalls Ext. Side: 50 ft. to PL PROPOSED: 30 Stalls Rear: 50 ft. to PL LEGEND 1 Proposed Car Wash Tunnel 2 Proposed Equipment Room 3 Proposed Vacuum Enclosure 4 Existing C-Store 5 Existing Gas Station 6 Proposed Pay Stations Project No. Drawing No. Submittal 01 17 JAN 2022 Scale As Noted 1750 E Palomar Street, Suite E Chula Vista, CA 91913 (619) 784-6428 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 Titlesheet + Site Plan G101 2112 L1.0 Landscape Concept Plan L1.1 Landscape Concept Plan L1.2 Conceptual Water Conservation Plan L1.3 Conceptual Fire Protection Plan A001 Existing Plans A002 Proposed Plans A003 Elevations A004 Colored Elevations C001 Existing Overall Topography C002 Preliminary Demolition Plan C003 Preliminary Grading Plan C004 Details Sheet C005 Details Sheet C006 Details Sheet G101 Titlesheet + Site Plan SHEET INDEX Total: 15 Sheets Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA CUP Amendment 1" = 40'-0"2 Site A VMT analysis is not required and it is exempt for this project. AMEND 2022-0006EXHIBIT 5 Dec. 7, 2022 Item #2 28 of 42 Table A Project Trip Generation -1991 Palomar Airport Road Land Use Size Daily Trip Ends (ADT) AM Peak Hour Rate" Volume %of ln:Out Split' Volume ADT In Out Total Proposed Project .1.1 vehicle fueling spaces 155/vehicle fue ling space 1,860 8% 50%: 50% 75 74 149 Gas Station w/Food Mart & Car Wash Existing Project .1..2. vehicle fueling spaces 155/vehicle fue ling space 1,860 8% 50%: 50% 75 74 149 Gas Station w/Food Mart & Car Wash Net Total Trips D D D D Footnotes: a. Rates are based on SANDAG's (Not So) Brief Guide of Vehicular Traffic Generation Rotes for the Son Diego Region, April 1001 I PM Peak Hour % of ln:Out Split' ADT 9% 50%: 50% 9% 50%: 50% / / / /,; !/~/· / i/'· /, /, / / 1 ' i ' ' ' I In 84 84 D / / ' I, Volume Out Total 83 167 83 167 D D , I I I i ' ' ___ ./ .~ SENSES & SPACES -1- /-4~):~--,~·-__ _::__··_· __ ~ ------=----/ Project No. Drawing No. Submittal 01 14 JAN 2022 Scale As Noted 10769 Woodside Ave, Suite 204 Santee, CA 92071 (619) 971-7514 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 472.00 bashar@najars.com C001 EXISTING OVERALL TOPOGRAPHY PROJECT SITE AMEND 2022-0006 Dec. 7, 2022 Item #2 29 of 42 ------ APN 213-092-17 SITE ADDRESS --- 1991 PALOMAR AIRPORT RD CARLSBAD, CA 92011 PROPERTY LEGAL DESCRIPTION LOT 17 OF CARLSBAD TRACT 73-49, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 8418, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 19, 1976. BENCHMARK CITY OF CARLSBAD SURVEY CONTROL MONUMENT, STATION CLSB-066 DESCRIPTION: WELL MONUMENT W/2.5" BRASS DISC LOCATION: CENTER OF OWENS AVE CUL-DE-SAC, 0.2 MILES EAST OF CAMINO VIDA ROBLES DATUM: NGVD 29 ELEVATION: 275.076 FEET TOPOGRAPHY TOPOGRAPHY OBTAINED BY: FIELD SURVEY AND AERIAL SURVEY PREPARED BY: METROPOLITAN MAPPING, INC. EXISTING FLOOR AREA AND USE BUILDING A: C-STORE 3,400SF -C-STORE, STORAGE, OFFICE & RESTROOMS. BUILDING B: CARWASH TUNNEL 1,239SF CARWASH TUNNEL GAS STATION CANOPIES: 3,233SF TOTAL SITIE BUILDING SF: 7,872SF PROPOSED FLOOR AREA AND USE BUILDING A: C-STORE 3,400SF -C-STORE, STORAGE, OFFICE & RESTROOMS. BUILDING B: CARWASH TUNNEL 3,060SF -CARWASH TUNNEL & EQUIPMENT ROOM GAS STATION CANOPIES: 3,233SF TOTAL SITE BUILDING SF: 9,693SF BUILDING SF COMPARISON EXISTING (7,872) -PROPOSED (9,693) - INCREASE IN 1,821SF .... , .. .. , PROPOSED GRADING CUT -325 C. Y. FILL -125 C.Y. REMEDIAL = 175 C. Y. EXPORT = 375 C. Y. LIGHTING UPGRADE ALL .... , .. .. PARKING COUNT EXISTING CONDITION: -17 STALLS TOTAL -15 STANDARD STALLS - 2 ACCESSIBLE STALL EXISTING AND PROPOSED LIGHT POLE FIXTURES TO LED. PROPOSED CONDITION: -30 STALLS TOTAL -10 STANDARD STALLS - 2 ACCESSIBLE STALLS -18 VACUUM STALLS SITE ACREAGE GROSS: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: DISTURBED AREA: 297,168SF (6.822AC) 52,980SF (1.216AC) 57,227SF (1.314AC) 18,600SF (0.450AC) PERVIOUS/IMPERVIOUS QUANTITIES EXISTING CONDITION: -PERVIOUS AREA: 244, 188SF (5.606AC) -IMPERVIOUS AREA: 52,980SF (1.216AC) -ToTAL AREA: 297,168SF (6.822AC) PROPOSED CONDITION: PERVIOUS AREA: 241,048SF (5.534AC) (NET 3, 140SF DECREASE) -IMPERVIOUS AREA: 56, 120SF (1.2884AC) (NET 3,140SF INCREASE) -TOTAL DISTURBED AREA: 18,600SF (0.427AC) SOURCE CONTROL BMPS 1. SC-1 PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 2. SC-2 STORM DRAIN STENCILING OR SIGNAGE 3. SC-6 ADDITIONAL BMPs BASED ON POTIENTIAL SOURCES OF RUNOFF POLLUTANTS 3.1. ON-SITIE STORM DRAIN INLETS 3.2. NEED FOR FUTURE INDOOR & STRUCTURAL PEST CONTROL 3.3. LANDSCAPE/OUTIDOOR PESTICIDE USE 3.4. FIRE SPRINKLER TIEST WATIER RELIEF POINT 3.5. PLAZA, SIDEWALKS, PARKING LOTS EASEMENTS I]] GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS RECORDING DATE: APRIL 15, 1954 RECORDING NO: IN BOOK 5205, PAGE 416 OFFICIAL RECORDS AFFECTS: PLOTTED HEREON .., LEGEND PROPERTY LINE J: 1 SLOPE EX CURB EX CURB & GUTTER RIGHT OF WAY CENTERLINE SITE SETBACK SAWCUT LIMIT EX GROUND CONTOUR EX STRIPING EX ASPHALT EX PCC SIDEWALK EX LANDSCAPE EX WATERLINE EX SEf\fR MAIN EX SEf\fR MANHOLE EX STORM DRAIN EX STORM INLET DRAIN EX POf\fRPOLE EX ROCK PILE EX UGH T POLE EX BRUSH EX BOLLARD PROPOSED ASPHALT PROPOSED PCC SIDEWALK PROPOSED LANDSCAPE BROOKS BOX GRATE INLET RIP RAP STORM DRAIN PIPE SEf\fR SERVICE WATER SERVICE ------\I\/\/\/V V \/ ------ ----440 _......_ [:]m!!l!!!!I!ml!II!ml!II!I f . . •.• . • . I • • • • • ,d . . ... "'· . ~ ··. ., • • • • • • • • • • • • • • • • • • • -ss------- ~ • 00 9 . . . I . . =•= ---0 -@ NORTH R/W 126' PROJECT BOUNDARY 1---------------isOUTH R/W 63' q;_ 63' 5' 5' PRIVATE 5' 53' 53' 5• PRIVATE I VARIES --~~~~~ 2%7~_1?f__ ~~2~%~--- £X. GROUND ~ · 1 !_:~====t=\=====ic:'.J \ EX. GROUND EX. PARKWAY _j EX. PARKWAY EX. 6" SIDEWALK ~}VI~~ EX. CENTER EX. 6" SIDEWALK MEDIAN EX. EX. EX. 6" CURB & GUTTER EX. 6" CURB & PALOMAR AIRPORT ROAD (EX) GUTTER NOT TO SCALE (PUBLIC) PROJECT BOUNDARY 78, £A T R/W WEST R/Wi-------------+- PRIVATE 5' 2% -- GROUND 6" SIDEWALK EX. 6" CURB & 39' q;_ 34' 2% - EX. AC. PAVING 39' 34' 2% - GUTTER CAMINO VIDA ROBLE (EX) STA PROJECT BOUNDARY 1+00.00 TO STA 3+69.70 NOT TO SCALE (PUBLIC) 5' PRIVATE -- EX. GROUND EX. 6" SIDEWALK EX. 6" CURB & GUTTER £AST R/W 62' WEST R/Wi--------------+- 31 q;_ JI' PRIVATE 5' 26' 26' 5' PRIVATE 2% 2% ----2% -2% --- EX. GROUND EX. 6" SIDEWALK EX. AC. PAVING EX. GROUND EX. 6" SIDEWALK EX. 6" CURB & GUTTER EX. 6" CURB & GUTTER CAM/NO YlQA ROBLE (EX) STA 4+04.16 TO STA 8+28.51 NOT TO SCALE (PUBLIC) 0 N iii 40' 80' VICINITY MAP: SCALE: 1 "=40' !-~,7- J_~'-~-- NAJARS ENGINEERING, INC. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S MAP 8418 CARLSBAD TRACT NO. 73-49 LOT 17 L=3 7.6 6 ',R =2 5 .0 0 ',D=086°18'4 8 " L =6 5 3.8 9',R =15 13.00',D =024°4 5'43" S2 6 ° 4 9 ' 5 6 " E 16 6 . 4 6 ' L=40.07', R=500.00', D=004°35'30" S31 ° 2 5 ' 2 6 " E 115. 2 1 ' < < < < < < < < << < < < < < <<<<< < < < <<< < < < < < < < < <<< < < < << < < < < < < < < < < <<<<<<<<< < < < < < < < < < < < < < < < <<<<<<<<<< << < < < < < < < < W W W W W SS W W W W W W W W PAL O M A R A I R P O R T R O A D CA M I N O V I D A R O B L E EXI S T 1 6 " A C P DW G 3 2 7 - 6 A EXIS T 1 2 " A C P DW G 3 2 7 - 6 A & D W G 1 8 5 - 7 C002 PRELIMINARY DEMOLITION PLAN Project No. Drawing No. Submittal 01 14 JAN 2022 Scale As Noted 10769 Woodside Ave, Suite 204 Santee, CA 92071 (619) 971-7514 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 472.00 bashar@najars.com AMEND 2022-0006 Dec. 7, 2022 Item #2 30 of 42 ~ ' 1, ~ ~ '~ ~ " ~ ~-----___________,_ / / / I /; I 8/ .., / 1/ / / / / ~ /,,--.-'<>// @ I, //:.~ ~7 /, '7 tt°7h / / / / / 0 I. > I • > I ) . ' . I > " " • • • • I I I 00 ··•.:i••:~:-r--:.:--.. " ~ ':;,;,~,,,,,,::,,,,-. " I - /. (:°:i]:: -~,,~~'> ~ , • 1 ; ""' ,t I // / . :::J,::f:::: =cr'Y.'°' U, UNDE ROUfID) " / --.._.,,,,/ ,,;; "· '!;!jf::J:::°,:;ff;:.. ,w,,,,.,., • irG)\5 TANKS (er' • I / ~~@. ,:·.::;:::_:::::· --~:::: J'--4 • 0 (____ BUILDING GAS PUMPS AND CANOPY / / / .. "·)ffj/\/f!////jj(JI'J:,,,,,,,,, ,-.C:i'O<• .. • ,O·J,~<--, , Y1// 199 ~ /, .:f:::f;:::°;::· ':if:':°::·:::, 0 • / I ;;;."!,""""ffl"""-"°-,"'!!!""""'""' DEMOLITION KEYNOTES 0 PROlECT IN PLACE (AS DESCRIBED) 0 SAWCUT EXISTING PAVEMENT 0 DEMOLISH EXISTING PCC PAVEMENT © DEMOLISH EXISTING AC PAVEMENT © DEMOLISH EXISTING LANDSCAPE © DEMOLISH EXISTING CARWASH TUNNEL 0 DEMOLISH EXISTING CURB © DEMOLISH EXISTING CURB AND GUTlER © DEMOLISH EXISTING BOLLARD/POST @ DEMOLISH EXISTING LIGHT POLE ® DEMOLISH EXISTING DIESEL PUMP 190 185 12!. ------------ OVERl'IEAD-Et ECTRIE 180 '- HIG OtTA<lE @2 DEMOLISH EXISTING OIL WAlER SEPARATOR AND SEWER LAlERAL @ DEMOLISH EXISTING WAlER LAlERAL fjJ C-STORE (E) H (E) I -----__ -d----- ---------- 1 .CON CR·· GHANNEI: ---------- 34% ·• ~-:: :: EWER-M. =195:35 "±• 'IE= 85016 ~ CARWASH (E) 55 -ss ,o;., .. ""'"'. ~:~;;c=-20-3--204~4~--------rIP 0 195 20' LEGEND PROPERTY LINE/ROW CENTERLINE SA WCUT LIMIT EASEMENT FEMA 0.2% CHANCE FLOOD 6" CURB 6" CURB & GUTTER STRIPING ASPHALT PCC SIDEWALK LANDSCAPE EXISTING GROUND CONTOUR 40' ------SCALE: 1 "= 20' EXISTING ------ ----- • • . "4·,"' ; . •. . . ..... •• _·-.. .,: •• ,A.· •• , •• .,· ------440 ...---... DEMOLISH • . s • I . ., '. . . : "'·. . ... . .. •• • 4 ' • _- - I/ !-~,7- J_~'-~-- NAJARS ENGINEERING, INC. Dec. 7, 2022 Item #2 31 of 42 I I I /2 / / ~-· 18r---3,;;-"'--;,<SL,:·t_,,· &t /if //~ ...... ---~ --.................. , -. ' -.....: '--. ................ ~ =---==-s-- -. - E --....:::::: E --- -----'::::'.:-..... .. ::--c::s PROPOSED SITE KEYNOTES 0 PROPOSED PCC PAVEMENT ® PROPOSED AC PAVEMENT 0 PROPOSED 6" PCC CURB © PROPOSED 6" PCC CURB & GUTTER ® CONNECT TO EXISTING CURB & GUTTER © PROPOSED 36" WIDE RIBBON GUTTER 0 PROPOSED 24" WIDE CONCRETE STRIP ® PROPOSED 6' WIDE CONCRETE SIDEWALK 0 © PROPOSED PAY STATION PER DETAIL A1 SHEET COOS @ @ @ @ @ ® @ @ @ @ -------OVE ~-'Ul FIIGl'i-VOl:"l'AGE· c -cn-:::!: 190 185 180 "' PROPOSED LANDSCAPE AREA PER LANDSCAPE PLANS (/)--:::,Jll ._ Jl.L< 0:Z-. c,J.<!c PROPOSED VACUUM ARCH PER DETAIL A2 SHEET COOS PROPOSED VACUUM MOTOR ENCLOSURE PER ARCHITECTURAL PLANS PROPOSED BIO-FILTRATION BASIN PER DETAIL A2 SHEET C004 PROPOSED GRASS LINED SWALE 24" X 24" PROPOSED BROOKS BOX GRATE INLET 12" PROPOSED STORM DRAIN PIPE CONNECT PROPOSED STORM DRAIN PIPE TO EXISTING STORM DRAIN PIPE CONNECTED PROPOSED STORM DRAIN PIPE TO EXISTING STORM DRAIN PIPE PROPOSED MODULAR WETLAND PER DETAIL A3 SHEET C004 C-STORE (E) 2 1.25TC 200.75P CA~WASH (P) FF=202.65 -~~ < <·--< PAD=2~_.9_8_ <:-- '-11 O' ______,----, __ s: 195- -· --02-9--1-9:]~151 +9'7~§ . 2°; •9&.'9° ~ 200==~:::::::==;;t=::::~i ~i ~~~~;~,~-:;_G§-,;,i::..._ ~ -:::-i--'"'------4: 190 185 180 @ PROPOSED STRIPING @ RELOCATE DIESEL PUMP UNDER EXISTING CANOPY @ OIL/WATER SEPARATOR TANKS @ PROPOSED WATER LATERAL TO CONNECT TO EXISTING WATER SERVICE LATERAL @ PROPOSED RIPRAP @ RETROFIT EXISTING GRATED INLET WITH TRASH CAPTURE DEVICE PER BIO CLEAN GRATED INLET FILTER BASKET 0 20' 40' ------SCALE: 1 "= 20' LEGEND PROPERTY LINE CENTERLINE SAWCUT LIMIT EASEMENT FEMA 0.2% CHANCE FLOOD 6" CURB 6" CURB & GUTTER STRIPING ASPHALT PCC SIDEWALK LANDSCAPE CONTOUR ELEVATION BROOKS BOX GRATE INLET RIPRAP STORM DRAIN PIPE J: 1 SLOPE VEHICLE PA TH OF TRAVEL TOP OF CURB PAVEMENT EXISTING ------ • • • • • • • • • • • • • • • • • • • ....---440 _.,..__ l!il g PROPOSED • • • • • • • • • • • • • • • • • • • - - - - ---so-so--- - - - --so-so-\/\/VV\/VV <---- 100.oorr: 100.00P Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 !-~\1- J_~'-~-- NAJARS ENGINEERING, INC. 10769 Woodside Ave, Suite 204 Santee, CA 92071 bashar@najars.com (619) 971-7514 Submittal 01 14 JAN 2022 PRELIMINARY GRADING PLAN Scale As Noted Project No. 472.00 Drawing No. C003 Project No. Drawing No. Submittal 01 14 JAN 2022 Scale As Noted 10769 Woodside Ave, Suite 204 Santee, CA 92071 (619) 971-7514 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 472.00 bashar@najars.com C004 DETAILS SHEET AMEND 2022-0006 Dec. 7, 2022 Item #2 32 of 42 BROOKS BOX GRATED INLET FOR EMERGENCY OVERFLOW FITTED WITH TRASH CAPTURE DEVICE (BIO CLEAN CONNECTOR PIPE SCREEN) 197.00TG OUTFALL 12" PVC STORM DRAIN PIPE CONNECT TO POINT OF DISCHARGE TO EXISTING STORM DRAIN PIPE IE=192.50 BF-3 WEST BASIN *3" WELL-AGED SHREDDED HARDWOOD MULCH THAT HAS BEEN STOCKPILED OR STORED FOR ATLEAST 12 MONTHS **SOIL MIX CONSISTS OF: 85-55% WASHED SAND 8-12% FINES (SILT & CLAY) 3-5% ORGANIC MATTER A2 C004 200' SDG&E 20' SDG&E TREE TRANSMISSION EASEMENT TRIMMING EASEMENT EX. 202.00FG **18" MIN ENGINEERED SOIL 5 IN/HR MIN. PERCOLATION RATE FILTER COURSE LA YER 1 (3" THICK -WASHED ASTM 33 FINE AGGREGATE SAND) FILTER COURSE LAYER 2 (3" THICK -ASTM NO 8 STONE/PEA GRAVEL) I 202.92TW BROOKS BOX GRATED INLET FOR EMERGENCY OVERFLOW FITTED WITH TRASH CAPTURE DEVICE (BIO CLEAN CONNECTOR PIPE SCREEN) 201.75TG 202.92TW WALL OPENING SEE DETAIL THIS SHEET 202.75 TC 202.25 FL 6" PERFORATED UNDERDRAIN PIPE WITH A 0.75" DIAMETER ORIFICE BF-2 EAST BASIN BIO-FILTRATION BASIN SCALE: N.T.S. SITE SPECIFIC DATA PROJECT NAME PROJECT LOCATION STIIUCTURE ID TREATMENT f/EQU/RED VOLUME BASED (CF) FLOW BASED (CFS) TREATMENT HGl AVAILABLE (FT} PEAK BYPASS REQ/11.?EO (CFS) -IF APPI.IC4BIE PIPE l!47A I.E. Ii.ATER/Al DIAMETER INLET PIPE 1 INLET PIPE 2 OUTl£T PIPE PRETREATMENT BIORL rRAT/011 DISCHARGE RIM ELEVATION SURFAC[ WAD PARKWAY OPEN PLANTER PARKWAY FRAME & COVER tJO" l</A ~,.,.!,, <, wm~NDMEDIA VOll/ME (CY} 4]5 WETI.A/IDMEDIA DELIVF:l?Y METIIDD TBD (!/i/FICE SIZE (DIA. INCH£,} ¢1.73" MflXIMUM PICK WDGH! (LBS} TBD NOTES: INSTALLATION NOTES 1. COi/TRACTOR TO PROVIDE ALL lAiJ!IR, EQU!PME/ll, MA_TfR/1,/.S AND /Nc1DENTAL5 N£QU/RLD IV OHWAO ANU INS/i'LL If/£ SYSltM _ AND APPURTEN4NCES IN ACCORDANCE WITH If/IS DRAWlNG AND T/1t MAI/UFACTURE.1/S SPEC/r7CATIOIIS, UNLESS OTHERWiSE STATED IN MANUFACTURERS COIITRACi. 2. UNiT MIJST BE INSTALLED ON LMl B.4SE. MA/1/JFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPFCIRrn BY THE PROJECT ENGINEER. COA'1/IACTOR IS RESPONSIBLE TO VERIFY PROJECT E/IGl.'lffRS REC0/1.MfNDEO BASE SPEC/FiCATIONS. ,f. A/../. PIPES MUST BE FLUSH WI/// ll/.\1[)E SUR/ACE OF l.,'OIICfltTE. (PIPES CANNOT INTRUDE BEYOND FLUSH}. INVERT OF OUTFLOW PIPE MU'iT 8[ fWSH wm1 0/SCI/Af/GE CHAMBER R..OOR. ALI GAPS AROUND PIPES SHAl.l RE SEA/ED WATER TIGHT WITH A NON-Si/RINK GROUT PER MANUF.11,CTtlRERS STANDARD CONNECTION DETAIL flND SHALL MEET OR EXCEED REGIONAL PIPE CONI/ECTION STAI/DAROS. 4. CONTRACTOR TO SUPPLY ANO INSTALL ALL EY.TERNAI. CONNECTING PIPES. 5. CONTRACTOR RESPONS/Bi.£ FOl? l,"15TAI./ATIOI/ OF i'LL ,RISE/If!: MANHOLES. A/ID HA/CHES. CONfRACTOl? /"O &'.'IOU/ Ali MANHOLES AND HATCH£, TO MATCH RN/SHED SURFACE UNl£SS SPEC/AW OT/1£RW/S£ 6. DRiP OR SPRA>' IRR/GATl()N REQUIRED 011 ML UNITS Wfftl lltG£TATIOII. GENERAL NOTES I. MANUFACT'JRER TO PROVIDE Ail 11.ATERIALS U."ILE.SS OTI/ERWISE,~EVTED5, ;0 •~er TO 2. ALL DIMENSIONS, ELEVATiONS, SPECIRCAT/ONS Af/D DIPACIT/~ ,~, ~~J« -, _, CHANG£ FIJI/ PROJECT SPEC/AC DRAWINGS OW.IL/NG EXACt DIM[NS/ONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUrACTl/RER. PATlNIEJ) PERJMETER Cjl. Kl/0 AREA::.=-+---+--------rHn VfRTICAI. 1/NN:R{)/IAJN MAN/FOI.J) TT ~J' J' ... r ~ f-J'-o·-1 PLAN VIEW CURB Ol'EN/1/G • • ~ • I • • • " I ,Z'J;'Z0...1.,::,,.c:.;;,~ □------II 1-----!l~o•·---1 ~-----9~0··-----1 ELEVATION VIEW PROPRIETARY AND CO,'IADEI/TIA/.: OIJTI.ET PIPE SE£ NOTES PRE-RlTER CAHJ11//JGE '!1-1£ PROiYJCT DESCRtBm ~y Bf: f'PtJTE(Jfl'jj fl( at£ OR MOnE OF Yr£ fOIJ.lJWiNG /JS RflFJ{lS: 7,425,262; 7,470,J62; 7,674,378; ~.mJ,81tl; lr1'1Ami ~ PA~ Off (lfrfi PAreRS f£NfJI!% 71!f' Ht-~.TIIJN CON7Mtm IN 71-!S DIWffRG 15 Tl-/£' atX.E PROPf:J!F'/ OF ilO!JllU.H wr:T',JMJS S'ISmws. JJl'r' RfPROO!x:rrtJN IN PA!IT OR AS A W1/0i£ WTrHOiJT THE WR!T1F.N ~ CF~ WErWl!)S sr.mJIS IS PROH/917ED. A3 MODULAR WETLAND C004 SCALE: N.T.S. 3' OPENING Cl/RB OPENING 202.75TC 202.25FL 3' WIDE RIBBON GUTTER 202.75TC 6" CURB AND GUTTER WALL OPENING DETAIL • i ' ' FLOW CONT/10/. Rise? :~ ~C"T-.:~· U!ll=~~l!_ ~ _.,....: ~_,,,,,_ TL....:.._.--+---~ -t RIGHT END VIEW PIIET!l£ATMENTjD!SCHA!/GE TIIEArMENT Fi.OW (CFS) OPEP.AT/1/G /!£AD (FT} PRETREATMENT lOAD/1/G RATE {GPM/SF) 0.147 3.4 TBD WETI.A~D MEDIA L04D/I/G I/ATE (GPM/Sf} 1.0 MWS-L-6-8-C STORMWATER BIOF!l TRAT/ON SYSTEM STANDARD DETAIL !-~,7- 1 ~-- 2-_ :t'-~-- NAJARS ENGINEERING, INC. 1/2" AIR LINE (THREADED & CAPPED) Project No. Drawing No. Submittal 01 14 JAN 2022 Scale As Noted 10769 Woodside Ave, Suite 204 Santee, CA 92071 (619) 971-7514 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 472.00 bashar@najars.com C005 DETAILS SHEET AMEND 2022-0006 Dec. 7, 2022 Item #2 33 of 42 11 '-6" 1 O' -1" 3" SCH40 PVC PIPE 8'-4" 5.5"-+----i 0 0 0 3/4" ELECTRICAL CONDUIT (FROM MAIN POWER SOURCE)s1 4 Ll <I . " CANOPY BOOM 1------------------9'-2"·-----------------1 6"x6" RISER TRASH COLLECTOR t TK PLATE AND ANCHOR PER DETAIL HEREIN VACUUM BOOM ELEVATION --13•-- SEE PLATE-~ DETAIL LEFT fX14" LONG ANCHOR BOLT " " " <l, Ll 4 <I <I " <J g• O+--~ Ll <J " " ' <I 4 Ll <J G 3/4" ELECTRICAL CONDUIT <J 4 " <I " <I (TO NEXT FIXTURE) VACUUM BOOM FOOT PLATE ~16" ~ VACUUM HOSE G VACUUM POST 12X16X~ FOOT PLATE A2 VACUUM ARCH COOS SCALE: N. T.S. 27" - 6"x6" RISER 1611 Ll <J VACUUM BOOM ISOMETRIC VIEW 1-----27"-----~ I ' !<1 0 " t ~ Ll 0 4 r, 0 <J 1' I ----e--;1 ii I c " " 0 ' <I I b I , i Ll ' o, <I> " i ·" I ~ ✓ <I 1111111 <J " Ll --e--- 0 ~ 11 Ll \ 0 " -- (8) #4 VERTICAL REINFORCEMENT (4) #5 @ 22" LONG BY G.C. HILTI HEAVY-HEX HEAD ASTM F 1554 GR. 36 1 /2" WITH 14" MIN EMBEDMENT ESR-1917 V ACUUM POST 2X16X~ FOOT PLATE 1 \_ #4 TIES @ 8" 0. C. W/ 135 DEGREE HOOK (TYP) CANOPY BOOM VACUUM BOOM SPECIFICATIONS· WEIGHT: 200LBS HEIGHT: 7'-6" OFFSET: 2' -2" FROM RISER ~ VACUUM BOOM SHALL BE PAINTED NEUTRAL COLORS THAT ARE COMPATIBLE WITH THE STRUCTURES ON THE SITE. f TK PLATE AND ANCHOR PER DETAIL HEREIN 12· -'--....,,,..'1--+-F acing Car FOUNDATION PER DETAIL HEREIN PAVEMENT PER PLAN BIRMINGHAM FASTENER '\_/ HEAVY-HEX HEAD ASTM _ _);:"¥ '\_7'7f-T- F1554 GR. 36 1/2" WITH 14" '\_1// MIN EMBEDMENT ESR-1917 '(_/" ~" FOUNDATION---<e:)\~~-~<1--P255 FTB CONCRETE WI TH STEEL <1 REINFORCEMENT A Ll <I " <l f HEX NUT AND FLAT WASHER 1411 W/ 135 DEGREE / / " <I / / 60" #4 TIES @ 8" o.c. --+~+-" Ll Ll /A/~ HOOK (TYP) /" " " " (8) #4 VERTICAL _s~;f; /{~ _-,..-~,.,.,..--,--,-,-,-<1.,..-,.,.,.."'"7"'"7:'",........,.,..-",.¥-7'\-------L R~N~~~T ~ :'< ~ VACUUM BOOM FOUNDATION Project No. Drawing No. Submittal 01 14 JAN 2022 Scale As Noted 10769 Woodside Ave, Suite 204 Santee, CA 92071 (619) 971-7514 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 472.00 bashar@najars.com C006 DETAILS SHEET HEADED ANCHOR RODS PROVIDE 1'-6" MIN STRUCTURAL FILL SURROUNDING CONC. PIER. COMPACT TO 95% MAX. DRY DENSITY PER ASTM D1557, MODIFIED PROCTOR. INCREASE 'D' TO EXTEND BELOW PREDICTED FROST DEPTH WHERE APPLICABLE 7'-6" 1116"Ø LINE DRILL THRU., (2 PLC'S) 2 " ST E E L C004 C004 C004 C004 C004 C004 C004 C004 AMEND 2022-0006 Dec. 7, 2022 Item #2 34 of 42 Al COOG • '. 11.· ... ' Ol I I I I ~ (4) 1"¢X24" LG. ( GALVANIZED I ' ' i ~-/ I \ I \ I \ I I y ~ ~ ; ·,. II-'''---~·-··~----°'""~) }+----.. -•. /, 'D' = 4'-0" IF CURBING AND/OR RESTRAINING SLAB EXISTS. 'D' = IF NO CURBING OR J~ __ 24_"~---RESTRAINING SLAB EXISTS. FRAME ELEVATION SCALE: 3/4" = 1'-0" •. #4 TIE BARS <I "' <l <l .,, 1 ~" "' CLEAR <J • <J 8 #5 VERT. 2 SECTION THRU FOUNDATION SCALE: 1 1 /2" = t'-0" NOTE: 1. TOP OF FOUNDATION MA Y BE FORMED @ 24" X 24" SQUARE. PAYSTATION CANOPY SCALE: N.T.S. I I i I I I I I I I I • N ~ ~ ~ ~ '<I" ~ v ~ ~ 1 ¾" -... 0, 1!fl 2¾" V1 I I ~ X "' X "' 6" I ~ -// _¾" PLATE TYP. , I ~If:D:;1:r:'.'.:!::::'.j'.::'.~ I+"\ ',I I+"\ ,I 3 POST DETAIL SCALE: 1" = 1'-0" 12" 4¼" 4¼" + I+"\ ',I /'~, '\ 1 ¾" 1s"¢ DRILL THRU, ( 4 PLC'S) 4 SECTION -BASE PLATE SCALE: 1 1/2" = 1'-0" 7 9 C B 1 2 4 5 6 8 Demolish Existing Windows Demolish Existing Slab and Trench Pit Demolish Existing Windows A0032 A003 1 A003 3 A003 4 19 ' - 0 " 26 ' - 6 " 32' - 0" A 7.5 EN T R A N C E EX I T 7 9 C B 1 2 4 5 6 8 15' - 9"15' - 8 1/2"15' - 8 1/2"15' - 8 1/2"15' - 8 1/2"15' - 8 1/2"15' - 8 1/2" 18 ' - 0 " A0032 A003 1 A003 3 A003 4 (E) Wood Trellis to be demolished A 7.5 Demo (E) Roof WALL LEGEND Wall, Window, Door, Fixture to be removed. (E) Wall, Window, Door, Fixture to remain. New Wall, Window, Door, Fixture. Room TagRoom name A101 1 SIM 1 A101 SIM 1 A101 SIM 1 A101 SIM SYMBOL DESCRIPTION ## ROOM NAME ### Name Elevation 0 A101 1 Ref 1Re f 1 Ref 1Re f A101 1 Ref 1Re f 1 Re f 1 Ref + 1'-0" A.F.F. 1 View Name 1/8" = 1'-0" A101 1 SIM NORTH ARROW DRAWING NAME DRAWING NUMBER ON SHEET DRAWING SCALE ROOM NAME ROOM NUMBER WALL TYPE TAG. SEE ASSEMBLIES, A1.7 KEYNOTE GRID BUBBLE ELEVATION HEIGHT CHANGE SPOT ELEVATION HEIGHT INTERIOR ELEVATION DRAWING TITLE NORTH ROOM TAG LOCATION OF ELEVATION HEIGHT ABOVE FINISHED FLOOR "ABOVE FINISHED FLOOR" DRAWING NUMBER ON SHEET SHEET NUMBER EXTERIOR ELEVATION DRAWING NUMBER ON SHEET SHEET NUMBER CALLOUT HEAD DRAWING NUMBER ON SHEET SHEET NUMBER DETAIL SECTION DRAWING NUMBER ON SHEET SHEET NUMBER BUILDING SECTION DRAWING NUMBER ON SHEET SHEET NUMBER WALL SECTION DRAWING NUMBER ON SHEET SHEET NUMBER ENLARGED PLAN CALLOUT DRAWING NUMBER ON SHEET SHEET NUMBER EXTENT OF ENLARGED PLAN 101 DOOR TAG. SEE DOOR SCHEDULE, A1.5 1t WINDOW TAG SEE WINDOW SCHEDULE, A1.5 W# SYMBOL DESCRIPTION 1/8" = 1'-0"1 Demolition Plan - Level 1 1/8" = 1'-0"2 Demolition Plan - Level 2 N Project No. Drawing No. Submittal 01 17 JAN 2022 Scale As Noted 1750 E Palomar Street, Suite E Chula Vista, CA 91913 (619) 784-6428 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 Existing Plans A001 Project Number N ARCHITECTURAL SYMBOL LEGEND AMEND 2022-0006 Dec. 7, 2022 Item #2 35 of 42 ' ' ' ' ' ' ' ' ' j ~ -' ' - - - -7 -= -!' ..,_r: = '-~~,-----.-.' ' - ----7 I I ' ' ----~----=-.,.7 :: ,----------------------'_ --: >:: i:· ·L _ _J-~ --------~-~--------~~ -_J· .ii n __J I ,-------J __________ L _________ J ______ 7 __________ j ,- ---------------------~ __J r (->--------------------------------------------------------------- c:::=-------- SENSES & SPACES '-I I I I 7 9 C B 18 ' - 0 " 12 ' - 0 " 1 2 4 5 6 15' - 8 1/2" 8 15' - 8 1/2"15' - 8 1/2"15' - 8 1/2"15' - 8 1/2"11' - 5 1/2"4' - 3"15' - 9" Proposed Beams Above 110' - 0" Proposed Roll Up Door (Both Openings) Car Wash Tunnel EN T R A N C E EX I T Proposed Conveyer Trench. A 7.5 30 ' - 0 " Equipment Room (Dry) Equipment Room (Wet) A0041 A004 2 A004 4 A004 3 4' - 8 1 / 2 " 12 ' - 0 " 12' - 0" Proposed CMU Vacuum Enclosure WALL LEGEND Wall, Window, Door, Fixture to be removed. (E) Wall, Window, Door, Fixture to remain. New Wall, Window, Door, Fixture. Room TagRoom name A101 1 SIM 1 A101 SIM 1 A101 SIM 1 A101 SIM SYMBOL DESCRIPTION ## ROOM NAME ### Name Elevation 0 A101 1 Ref 1Re f 1 Ref 1Re f A101 1 Ref 1Re f 1 Re f 1 Ref + 1'-0" A.F.F. 1 View Name 1/8" = 1'-0" A101 1 SIM NORTH ARROW DRAWING NAME DRAWING NUMBER ON SHEET DRAWING SCALE ROOM NAME ROOM NUMBER WALL TYPE TAG. SEE ASSEMBLIES, A1.7 KEYNOTE GRID BUBBLE ELEVATION HEIGHT CHANGE SPOT ELEVATION HEIGHT INTERIOR ELEVATION DRAWING TITLE NORTH ROOM TAG LOCATION OF ELEVATION HEIGHT ABOVE FINISHED FLOOR "ABOVE FINISHED FLOOR" DRAWING NUMBER ON SHEET SHEET NUMBER EXTERIOR ELEVATION DRAWING NUMBER ON SHEET SHEET NUMBER CALLOUT HEAD DRAWING NUMBER ON SHEET SHEET NUMBER DETAIL SECTION DRAWING NUMBER ON SHEET SHEET NUMBER BUILDING SECTION DRAWING NUMBER ON SHEET SHEET NUMBER WALL SECTION DRAWING NUMBER ON SHEET SHEET NUMBER ENLARGED PLAN CALLOUT DRAWING NUMBER ON SHEET SHEET NUMBER EXTENT OF ENLARGED PLAN 101 DOOR TAG. SEE DOOR SCHEDULE, A1.5 1t WINDOW TAG SEE WINDOW SCHEDULE, A1.5 W# SYMBOL DESCRIPTION 7 9 C B Proposed Metal Roof to Match (E) C-Store Roof 2' - 0 " 18 ' - 0 " 12 ' - 0 " 2' - 0 " 1 2 4 5 6 2' - 0"15' - 8 1/2" 8 15' - 8 1/2"15' - 8 1/2"15' - 8 1/2"15' - 8 1/2"15' - 8 1/2"15' - 9" A 7.5 30 ' - 0 " 110' - 0" 2' - 0" 1/ 2 " / 1 ' - 0 " 1/ 2 " / 1 ' - 0 " A0041 A004 2 A004 4 A004 3 (No Roof) 1/8" = 1'-0"1 Level 1 Project No. Drawing No. Submittal 01 17 JAN 2022 Scale As Noted 1750 E Palomar Street, Suite E Chula Vista, CA 91913 (619) 784-6428 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 Proposed Plans A002 Project Number ARCHITECTURAL SYMBOL LEGEND GENERAL NOTES 1. HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECOND MIN. & SHALL COMPLY WITH CBC 11B-309, FOR OPERABLE PARTS REQUIREMENTS 2. WATER SUPPLY & DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWIS CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRAISIVE SURFACES UNDER LAVATORIES AND SINKS 3. PROVIDE SIGNS AT ALL BUIDLING ENTRIES TO READ "NO SMOKING WITHIN 25' OF ENTRY." IN 1" LETTERS OF CONTRASTING COLOR. N N1/8" = 1'-0"2 Roof Plan AMEND 2022-0006 Dec. 7, 2022 Item #2 36 of 42 O> i ") -,_ / i l I I I / f / ---f f '\ ' ' ' ,1 I' - i f I I _J I f / I I _I.I I I,_ I I I I I I ------n ii r I I I I I I ·1 -I t I . I I I I I I I I I I•, -I, -1 • I I I I I I .L.: ..• 1 _.·_J / / '..-~~~~-~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~~~~-~~~~~-~~---~~~--~~~-m ' ----------+-------------t---t-------1---------t-----------------1------------------------ --i----------i-----------i-----------i-----i----------i------------i-----i--------i----------i-----i---------i-----------------------i--------------i---------i----------------------i-----7 I • . !/ ' --I-------1---------I--------1---1--------I---------1---1------I-------1---I-------I--------------------I-----------I-------I-------------------1---_J ' '..-~~~~-~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~~~~-~~~~~-~~---~~~--~~~-~~~--~~~--~~~~ / ,r " / _J SENSES & SPACES I Level 1 0' -0" Existing Building to be Completely Demolished Existing Wooden Trellis to be Removed Equip Room Roof 10' -6" Level 1 0' -0" 14 ' - 0 " Existing Building to be Completely Demolished Equip Room Roof 10' -6" Level 1 0' -0" Existing Wooden Trellis to be Removed Existing Building to be Completely Demolished Equip Room Roof 10' -6" Level 1 0' -0" 10 ' - 0 " Existing Wooden Trellis to be Removed Existing Building to be Completely Demolished Equip Room Roof 10' -6" Level 1 0' -0" Roof 15' -6" C B 1/2" / 1'-0" Proposed Corrugated Metal Roof to Match (E) Building Proposed 4" Tile to Match (E) Building Proposed Stucco Finish to Match (E) Building A Equip Room Roof 10' -6" 1/2" / 1'-0" 10 ' - 0 " Level 1 0' -0" Roof 15' -6" 79 124568 18 ' - 3 " 17 ' - 4 " 7.5 Equip Room Roof 10' -6" Proposed Corrugated Metal Roof to Match (E) Building Proposed 4" Tile to Match (E) Building Proposed Stucco Finish to Match (E) Building Proposed 18" Signage to Match (E) Signage Level 1 0' -0" Roof 15' -6" CB 14' - 0" 10 ' - 0 " 17 ' - 4 " 1/2" / 1'-0" A Equip Room Roof 10' -6" Proposed Corrugated Metal Roof to Match (E) Building Proposed 4" Tile to Match (E) Building Proposed Stucco Finish to Match (E) Building Level 1 0' -0" Roof 15' -6" Roof Plan 18' -0" 7 9124568 15 ' - 6 " 17 ' - 4 " 7.5 Equip Room Roof 10' -6" Proposed Corrugated Metal Roof to Match (E) Building Proposed 4" Tile to Match (E) Building Proposed Stucco Finish to Match (E) Building Project No. Drawing No. Submittal 01 17 JAN 2022 Scale As Noted 1750 E Palomar Street, Suite E Chula Vista, CA 91913 (619) 784-6428 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 Elevations A003 Project Number 1/8" = 1'-0"1 Existing Elevation - North 1/8" = 1'-0"2 Existing Elevation - East 1/8" = 1'-0"3 Existing Elevation - South 1/8" = 1'-0"4 Existing Elevation - West 1/8" = 1'-0"5 East 1/8" = 1'-0"6 North 1/8" = 1'-0"7 West 1/8" = 1'-0"8 South AMEND 2022-0006 Dec. 7, 2022 Item #2 37 of 42 ' I' 'I ' ' ' ' ' ' ' I I I I I I I I I I 1 I I I I I I I I I I I I I 1 ---- -. •k --' I I I I I I I I I ----- I I I I 11 I I " 1 I I I I I I I 11 I I I I I I I 1 I I I I I I I 1, I l---_-= = =►--- --------~- I I I I ," 'Ji_ :n: ~ :n: :n: _[J - - - - -~ '-j'-----------------n-_ ---------... 1 I I I 11 11 11 11 -j I I I I l -.. I L -·--. ·---. I ·----. ·---. ·---. ·----. ---·-..... '·• □ '-I i f i I ' I ... -- lb ► ---__ ------·--..... ' ----..... -1------- L - ---. F [;,:;:to,:. c,( ~\;,7::-;_::-,,,,2-.::. ;s H n I I ' --,1 I 1,---1 I I I I I II I II I I I I I l __ J I l _ _ J I I I ---l -- -l --I I I I I I 11! I I --------_-,,----- ·------·--' ___ /------------[ill---[ill-----f'-- - - - - - - - - - - - - -------i_ ---- __________ -:_-_, _J I I u i ,--------,------7 -------7 1,--,1 I I I I 11 II II I I I I l __ J If-~s ( __ j - I~ t:: II I I --\ --~ - I ~ I ' ,;= .,~, F•:) '-~ ;~ [-~':i t II7fiJ]] ,:_., -~; -, -\?J :2-Et i r;;;/i::i Ft l □ □ 11 ' I' I I I ' I I I ' I I I I I I I I ,, ' I' I I I ' ' I' I SENSES & SPACES I - I - - ■ Level 1 0' -0" Roof 15' -6" Equip Room Roof 10' -6" 1/2" / 1'-0" 1/2" / 1'-0" Level 1 0' -0" Roof 15' -6" Equip Room Roof 10' -6" Level 1 0' -0" Roof 15' -6" Equip Room Roof 10' -6" 1/2" / 1'-0" 1/2" / 1'-0" Level 1 0' -0" Roof 15' -6" Roof Plan 18' -0" Equip Room Roof 10' -6" Project No. Drawing No. Submittal 01 17 JAN 2022 Scale As Noted 1750 E Palomar Street, Suite E Chula Vista, CA 91913 (619) 784-6428 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 Colored Elevations A004 Project Number 1/8" = 1'-0"1 East Elevation 1/8" = 1'-0"2 North Elevation 1/8" = 1'-0"3 West Elevation 1/8" = 1'-0"4 South Elevation AMEND 2022-0006 Dec. 7, 2022 Item #2 38 of 42 I -. --~....,,. -----~ ~~~ ---"""~ -~-.•. -- ----. 11111 --- ---" I • I --.-. z: -I I ,CA~WASH-,CAFLWASH ,-- ,......_ / - SENSES & SPACES Stucco -Match (E) Bldgs Roof -Standing Saam Metal to M,tch (E) Bldgs : ' . i. I • • . Wainsootl Tile -4-,4-Tile lo Maleh (E) Bldgs CMU (Vacuum Equipment Enclosure} N2 6 ° 4 9 ' 4 7 " W 3 3 6 . 1 7 ' N2 6 ° 4 9 ' 5 6 " W 1 6 6 . 4 6 ' 33" R C P 33" R C P STORM DRAIN CLEANOUT (APPROX) SSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S SEWER MH RIM=197.5 (±) (IE=185.07) E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W OV E R H E A D E L E C T R I C (H I G H V O L T A G E ) 30" VCP SEWER (GRAVITY) PAL O M A R A I R P O R T R O A D CA M I N O V I D A R O B L E MAP 8418 CARLSBAD TRACT NO. 73-49 LOT 17 205.5 204.5 204.6 204.6 203.6 203.5 202.5 196.4 195.7 195.6 195.4 195.3 195.3 195.8 195.6 9 4 .8 196.3 196.5 195.5 195.5 197.6 198.5 196.2 196.6 203.4 204.0 201.6 201.4 201.5 200.5 200.5 199.6 199.7 199.8 199.7 200.8 201.5 202.8 202.6 202.2 201.6 201.5 200.5 203.6 203.2 202.4 202.7 202.8 202.2 196.7 196.6 196.5 196.5 196.5 197.6 197.6 197.4 198.7 194.6 194.6 195 175 180 185 190 195195 200 205 200 200 200 197.7 197.4 199.4 201.6 200.9 205.4 2 201.7 202.4 204.2 204.3 Obscu r e d Obscu r e d Obscu r e d Aspha l t A s Aspha l t Aspha l t Rocks < < < < < < < < < < < < <<<<< < < < < < < < < < < < < < <<<< < < < < < < <<<< < < < < < <<< < < < < < < < < < < < < < < <<<<<<< < < < < < < < < < <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < <<<<<<<<<<<<<<<<<<<<<<<<<<< < < < < < < < < < W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W SSSSSSSS C.A. C.A. 33" RC P 33" RCP MAP 8418CARLSBAD TRACT NO. 73-49LOT 17 H H Conc. Rocks FG=198 . 0 0 FG=201.00 Project No. Drawing No. Submittal 01 14 JAN 2022 Scale As Noted 1750 E Palomar Street, Suite E Chula Vista, CA 91913 (619) 784-6428 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 2112 E I DENS ECI L CAPSDNAL Signature T A T S C A LFO Renewal Date DateE I T AR C H T E C F O R NIA 12.31.23 10.10.22 LANDSCAPE CONCEPT PLAN L1.0 INSTALL 24" HIGH DENSITY POLYETHYLENE ROOTBARRIER WITH INTERLOCKING STRIPS AT JUNCTIONS IN ALL TREES CLOSER THAN 6' TO ANY PAVING OR WITHIN 10' FROM PUBLIC RIGHT-OF-WAY SIDEWALK, CURB OR STREET. ROOTBARRIERS WILL NOT BE WRAPPED AROUND ROOT BALL. ROOT BARRIER ( ) MA T C H L I N E - S E E L 1 . 1 25' - 0 " 25'- 0 " KEYMAP ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE STANDARDS OF THE CITY-WIDE LANDSCAPE REGULATIONS AND THE CITY OF CARLSBAD LANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS. MINIMUM TREE SEPARATION DISTANCE TRAFFIC SIGNALS/STOP SIGNS-20 FEET UNDERGROUND UTILITY LINES-5 FEET ABOVE GROUND UTILITY STRUCTURES-10 FEET DRIVEWAY (ENTRIES) -10 FEET(5'FOR RESIDENTIAL STREETS<25 MPH) INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) -25 FEET MAINTENANCE: ALL REQUIRED LANDSCAPE AREAS SHOULD BE MAINTAINED BY THE OWNER. LANDSCAPE AND IRRIGATION AREAS IN THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY THE OWNER. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER, AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION.DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORY TREATED OR REPLACED WITHIN 30 DAYS OR A FINAL LANDSCAPE INSPECTION. A MINIMUM ROOT ZONE OF 40SF IN AREA SHALL BE PROVIDED FOR ALL TREES. THE MINIMUM DIMENSION FOR THIS AREA SHALL BE 5 FEET. TREES SHALL BE MAINTAINED SO THAT ALL BRANCHES OVER PEDESTRIAN WALKWAYS ARE 6 FEET ABOVE THE WALKWAY GRADE AND BRANCHES OVER VEHICULAR TRAVEL WAYS ARE 16 FEET ABOVE THE GRADE OF THE TRAVEL WAY. EXISTING TREES TO REMAIN ON SITE WITHIN THE AREA OF WORK WILL BE PROTECTED IN PLACE. THE FOLLOWING PROTECTION MEASURES WILL BE PROVIDED: 1. A BRIGHT YELLOW OR ORANGE TEMPORARY FENCE WILL BE PLACED AROUND EXISTING TREES AT THE DRIP LINE. 2. STOCKPILING, TOPSOIL DISTURBANCE, VEHICLE USE, AND MATERIAL STORAGE OF ANY KIND IS PROHIBITED WITHIN THE DRIP LINE. 3. ROOT SYSTEMS OR EXISTING TREES WILL BE PROTECTED FROM FLOODING EROSION, CHEMICAL SPILLS, AND EXCESSIVE WETTING AND DRYING DURING DEWATERING. 4. THE EXISTING GRADE WILL BE MAINTAINED WITHIN THE DRIP LINES OF EXISTING TREES. 5. ROOTS OF EXISTING TREES WILL CUT APPROXIMATELY 6" BACK FROM NEW CONSTRUCTION AND ALL CUTS WILL BE SEALED WITH WOOD PAINT AS MANUFACTURED BY FLINTKOTE OR APPROVED EQUAL. 6. A CERTIFIED ARBORIST SHALL OVERSEE PUNNING OF ANY ROOTS 6" OR GREATER IN DIAMETER. 7. MAINTAIN AND DOCUMENT A TREE WATERING SCHEDULE DURING CONSTRUCTION. 8. ALL DAMAGED TREES WILL BE REPLACED WITH ONE OF EQUAL OR GREATER SIZE. TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF PUBLIC IMPROVEMENTS INCLUDING WALKS, CURBS OR STREET PAVEMENT OR WHERE NEW PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. ROOT BARRIERS WILL NOT WRAP AROUND THE ROOT BALL. GENERAL NOTES SPACING NOTE EQUAL SPACING GROUNDCOVER EQUAL SPACING SPACING(S) BETWEEN CENTERS OF PLANTS EQUAL IN ALL DIRECTIONS. SEE LEGEND FOR CLEARANCE BETWEEN PLANTS AND ADJACENT FLATWORK OR PAVING. PLANT GROUND COVERS TO WITHIN 12" OF SHRUB PLANTING PITS, AND/OR TO THE EDGE OF DRIFTS OF PLANTS. 1.5x CONTAINER DEPTH 2x CONTAINER WIDTH AT BOTTOM OF PIT ALL PLANTS INSTALLED FROM FLATS SHALL RECEIVE ONE AGRIFORM 5-GRAM 20-10-5 TABLET EACH, MIXED WITH A HANDFUL OF PREPARED BACKFILL, PER NOTES. ALL 4" POTS SHALL RECEIVE TWO 5-GRAM TABLETS EACH. CNOT SCALED 1. BERM FOR WATERING BASIN 2. ROTOTILLED AND AMENDED SOIL ON FLAT AREAS, PER NOTES & SPECS. 3. NATIVE OR UNDISTURBED SOILS 4. 2" COMPOST MULCH 5. FINISH GRADE 6. PLANT TABS, PER NOTES & SPECS. PLACE IN DIRECT CONTACT W/ROOTBALL 7. BACKFILL MIX: 1/3 NITROLIZED SHAVINGS, 2/3 NATIVE SOILS, PLUS CORRECTIVES, PER PLANTING NOTES. APPLY SUPERTHRIVE™ WITHIN 1 HOUR OF PLANTING, PER NOTES TRIANGULAR SPACING NOT TO SCALE DGROUNDCOVERS & SHRUBS LIMIT OF WORK EXISTING 18"Ø PEPPER TO REMAIN EXISTING 12"Ø PEPPER TO REMAIN EXISTING 16"Ø PEPPER TO REMAIN EXISTING 14"Ø PEPPER TO REMAIN EXISTING 16"Ø PEPPER TO REMAIN EXISTING 24"Ø PEPPER TO REMAIN EXISTING 14"Ø PEPPER EXISTING 14"Ø PEPPER TO REMAIN EXISTING 14"Ø PEPPER TO REMAIN EXISTING 14"Ø PEPPER TO REMAIN EXISTING 10"Ø OAK TO REMAIN 10"Ø OAK TO REMAIN EXISTING 15"Ø OAK TO REMAIN MULTI CARROT WOOD TO BE REMOVED AND REPLACED EXISTING 7"Ø CARROT WOOD TO REMAIN EXISTING 7"Ø CARROT WOOD TO REMAIN STREET CORNER SIGHT CLEARANCE AREA - MAINTAIN LANDSCAPE AT A MAXIMUM HEIGHT OF 30". EXISTING 200' EASEMENT TO SAN DIEGO GAS AND ELECTRIC CO. FOR UTILITY PURPOSES. REC. 4/15/54, PER BOOK 5205, PAGE 115, OR TOGETHER WITH THE RIGHT TO TRIM OR TOP ANY TREES WITHIN 20' STRIP EACH SIDE OF EASEMENT RIGHT OF WAY LIMITS. 10"Ø TREE TO BE REMOVED NOTE: EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED, REPLACING ANY DEAD/MISSING PLANTS AS APPROPRIATE TO MEET LANDSCAPE MANUAL REQUIREMENTS. ROOT BARRIER, TYPICAL. THIS SYMBOL () REPAIR EXISTING MYOPORUM 20 ' - 0 " 20 0 - 0 " 50' - 0 " SE T B A C K 63' - 0 " 39' - 0 " 50' - 0 " SET B A C K 0LANDSCAPE CONCEPT PLAN A 10' 20'40' SCALE 1"= 20'-0" ANGELINA SOTELO DATE RLA 5254 10.10.22 "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." MAINTENANCE CRITERIA TREES SHALL BE WATERED DEEPLY, BUT INFREQUENTLY, TO PROMOTE DEEPER ROOTING, AND SHALL BE FERTILIZED AS REQUIRED BY SOUND HORTICULTURAL PRACTICES. PLANTS SHALL BE PRUNED IN ACCORDANCE WITH PROFESSIONAL TRIMMING STANDARDS TO MAINTAIN THEIR INTENDED SHAPES AND SIZES, AND TO INSURE THE HEALTH OF THE SPECIMEN AND THE SAFETY OF THE PUBLIC. TREE GUYS AND STAKE TIES SHALL BE INSPECTED AND ADJUSTED PERIODICALLY, AND REMOVED WHEN NECESSARY, TO INSURE THAT THEY ARE ADEQUATELY SURROUNDING THE TREE WITHOUT GIRDLING TRUNKS OR BRANCHES. PLANTS SHALL BE PRUNED TO AVOID BLOCKING WALLS, PASSAGEWAYS AND SIGHT DISTANCE VIEWS FOR VEHICULAR TRAFFIC. DEAD PLANTS SHALL BE REPLACED, DAMAGED BRANCHES SHALL BE REMOVED, AND OVERGROWN AREAS SHALL BE THINNED BY THE SELECTIVE REMOVAL OF UNNECESSARY PLANTS. SHRUBS AND VINES USED FOR SCREENING TRASH ENCLOSURES AND SERVICE AREAS SHALL BE PRUNED TO MAXIMIZE SCREENING WHILE ALLOWING ACCESS TO THE STORAGE/SERVICE AREAS. SHRUBS, TREES, AND VINES USED TO MEET THE "REMAINING YARD RESIDENTIAL BUFFERING" REQUIREMENT OR FOR SCREENING ADJACENT PROPERTIES SHALL BE KEPT PRUNED SO THEY DO NOT INTERFERE WITH PEDESTRIAN TRAFFIC AND DO NOT ENCROACH EXCESSIVELY ONTO THE ADJACENT PROPERTY. ERI. DEF. MYO. PAR. CAR. PAN QUE. AGR. CUP. ANA. AGA. B.G. DIE. BIC. FUR. F.M. RHA. BAL.SEN. MAN. MYO. PAR. ALL COBBLE AREAS SHALL BE 4"-8" 'SANTA FE COBBLE' BY SOUTHWEST BOULDER & STONE SET OVER 'MIRIFI MSCAPE' LANDSCAPE FABRIC, PER DETAIL, TYPICAL COBBLE ENOT SCALED 6" WIDTH PER PLANS INSTALL LANDSCAPE FABRIC WHERE CRUSHED ROCK IS USED AS GROUNDCOVER INSTEAD OF MULCH 1.MIRAFI MSCAPE LANDSCAPE FABRIC 2. 90% COMPACTED SOIL 3. ADJACENT PAVING, PER PLAN 4. PLACE LARGER ROCKS AT STREAM EDGES 5. 4"-8" Ø ARIZONA COBBLE 6. NO LANDSCAPE FABRIC SHALL BE VISIBLE, ADD A LAYER OF 1" Ø COBBLE TO FILL IN WHERE REQUIRED 7. PLACE LARGER ROCKS AT STREAM EDGES 8. DG OR CRUSHED ROCK PER PLAN SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 – COVER CROP/AND EROSION CONTROL MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. b. STANDARD #2 – GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c. STANDARD #3 – LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4 – TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. SLOPES – 6:1 OR STEEPER AND: a. 3’ OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING). b. 3’ TO 8’ IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. IN EXCESS OF 8’ IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. NOTES 4" POTS (AND SMALLER) AND GROUNDCOVER PLANTING NOTE: ALL UTILITIES ARE TO BE SCREENED. ALL LANDSCAPE AREAS SHALL BE COVERED IN A 3" LAYER OF SHREDDED BARK MULCH, U.O.N. ALL COBBLE AREAS SHALL BE 4"-8" 'SANTA FE COBBLE' BY SOUTHWEST BOULDER & STONE SET OVER 'MIRIFI MSCAPE' LANDSCAPE FABRIC, PER DETAIL, TYPICAL 20 ' - 0 " ZO N E B 1 20 ' - 0 " ZO N E B - 2 20 ' - 0 " ZO N E B - 3 EXISTING 10' WIDE LANDSCAPE TO BE CLEARED OF DEBRIS AND REFURBISHED WITH ADDITIONAL NATIVE/NATURAL PLANT MATERIAL AS SHOWN. THE EXISTING IRRIGATION IS TO BE REPAIRED AS NEEDED TO IRRIGATE NEW PLANT MATERIAL REPAIR FIRE SLOPE WITH MYOPORUM BAC. SAR. 10"Ø TREE TO BE REMOVED Dec. 7, 2022 Item #2 39 of 42 I / ------□ / ' □ r---{7 ------□ f" f" 11 ~ 1/ / / / x··· ··x,::_. : <: T'::._.'(T):._•. ,;, • ·:)··:)··. ,) -"'_'(>--::'(>--:: )" .. )" .. .-::<-;:_-::_'(' ~>;:_ - --, ,,, ' I r • ' ' ' ' ' I \I / ---- } 'i'/_..-I '; \ • • 0 .,, • '"'°""""'· OPS oc,scc,cso. ·•C::{•>:.:<:<':<•. ri .•.••••••••.• · • ·aaa·· /1 ' I I ', I i -- I I I I I I I I I I I I I, I I I I ~ / ---, I ' • • • • • • • ' ,,, .... .... ~ \--~::t, .. ~· ·~· ----\ /y /P-:"Ts, --I --I --I 1-, -/ I I "'I - I --I --;':-----1 - I --I - --I --I --I --I -- -9-C -~---------r • * * lsENSES & SPACEsl N31 ° 2 5 ' 2 6 " W 1 1 5 . 2 1 ' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SEWER MH RIM=197.5 (±) (IE=187.33) E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E S S S SEWER MH RIM=203.5 (±) (IE=190.00) 204.6 204.4 204.7 204.5 203.7 207.5 207.6 208.4 208.4 208.4 208.3 207.8 207.5 206.5 203.3 203.5 204.4 204.5 205.5 206.4 208.0 195 200 205 205 206.4 205.4 205.5 204.5 207.6 207.8 206.5 .6 206.6 207.5 208.3 203.4 204.9 204.8 Asph a l t Asph a l t Obscu r e d CA M I N O V I D A R O B L E < < < < <<<<< < < < <<<<<<< < < < < < < < < < <<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < <<<<<<<<<<<< < < < < < <<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E S S S W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W W W W W W FG=200.85 Project No. Drawing No. Submittal 01 14 JAN 2022 Scale As Noted 1750 E Palomar Street, Suite E Chula Vista, CA 91913 (619) 784-6428 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 2112 E I DENS ECI L CAPSDNAL Signature T A T S C A LFO Renewal Date DateE I T AR C H T E C F O R NIA 12.31.23 10.10.22 0LANDSCAPE CONCEPT PLAN A 10' 20'40' L1.1 MA T C H L I N E - S E E L 1 . 0 ANGELINA SOTELO DATE RLA 5254 10.10.22 "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." ABBR SIZE QTY SCIENTIFIC NAME COMMON NAME EXISTING TREES PROPOSED GROUNDCOVERS PROPOSED BIO RETENTION PLANTS PROPOSED SHRUBS CUP. ANA. 24" BOX 7 CUPANIOPSIS ANACARDIOIDES CARROT WOOD MYO. PAR.MYOPORUM PARVIFOLIUM MYOPORUM1 GAL. 36" O.C. C.A. C.A. C.A.C.A. JUN. PAT.JUNCUS PATENS 'ELK BLUE'BLUE ELK CALIFORNIA RUSH1 GAL. 18" O.C. C.A. INSTALL 24" HIGH DENSITY POLYETHYLENE ROOTBARRIER WITH INTERLOCKING STRIPS AT JUNCTIONS IN ALL TREES CLOSER THAN 6' TO ANY PAVING OR WITHIN 10' FROM PUBLIC RIGHT-OF-WAY SIDEWALK, CURB OR STREET. ROOTBARRIERS WILL NOT BE WRAPPED AROUND ROOT BALL. ROOT BARRIER ( ) 33" RC P 33" RCP MAP 8418CARLSBAD TRACT NO. 73-49LOT 17 H HConc. Rocks FG=19 8 . 0 0 FG=201.00 KEYMAP WUCOLS M L L QUE. AGR. 24" BOX 1 VL CUP. ANA.QUE. AGR. PROPOSED TREES CUP. ANA.CUPANIOPSIS ANACARDIOIDES CARROT WOOD M EUC. VIM.EUCALYPTUS VIMINALIS MANNA GUM LPER PLAN QUE. AGR.QUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS AGRIFOLIA COAST LIVE OAK SCH. MOL.SCHINUS MOLLE PEPPER TREE TRI. CON.TRISTANIA CONFERTA BRISBANE BOX M VL PER PLAN VL PER PLANPER PLAN PER PLANPER PLAN PER PLANPER PLAN PER PLANPER PLAN TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE E D 2% *NOTE: ROOT BARRIERS WILL NOT BE WRAPPED AROUND THE ROOTBALL 3" ROOT BARRIER NOT TO SCALE ROOT BARRIERS ARE SHOWN ON THE PLANTING PLAN. CONFIRM LOCATION W/ LAND. ARCH. C 1. 3" GRAVEL BACKFILL, 3/4" SIZE, EXTENDING 2-3" BELOW THE BOTTOM OF ROOT BARRIER. 2. PLANTED AREA; SLOPE @ 2% MIN. 3. 24" HIGH DENSITY POLYETHYLENE ROOTBARRIER WITH INTERLOCKING STRIPS AT JUNCTIONS, PER SPECS. WITH TOP 1/2" ABOVE GRADE. ROOT DEFLECTORS MUST FACE TOWARDS TREE. 4. ADJACENT CURB AND/OR PAVING, AS OCCURS 5. COMPACTED OR NATURAL BASE. 2 TIMES WIDTH OF CONTAINER AT BOTTOM OF PIT FOR DESERT TREES AND SHRUBS, PLANTING PITS SHALL BE 2X ROOTBALL AND BACKFILLED WITH NATIVE SOILS. 1. PLANTING PIT 2 TIMES WIDTH & 1" LESS THAN CONTAINER DEPTH. BACKFILL TO BE 1/3 NITROLIZED AMENDMENT, 2/3 EXISTING SOIL, PLUS OTHER CORRECTIVES SHOWN ON PLANTING NOTES. 2. SCORE ROOT BALL W/ SHARP TOOL IN 3 PLACES TO 1" DEPTH ALONG SIDES AND BOTTOM BEFORE PLACING IN THE PLANTING PIT. APPLY SUPERTHRIVE ™, SARVON ™, WITHIN 2 HOURS OF PLANTING PER NOTES. 3. 4" HIGH WATERING BASIN @ EDGE OF PLANTING PIT. 4. LODGEPOLE TREE STAKE. DRIVE 2 FT. MIN. INTO UNDISTURBED SOIL. DO NOT PENETRATE ROOTBALL. KEEP TOP OF STAKE BELOW TOP OF CANOPY. 5. TIE W/ CINCH TIE, ARBORTAPE OR APPROVED EQUAL, TWO TIES MIN. KEEP LOOSE. 6. TOP OF STAKE TO BE 3" MAX. ABOVE TOP TREE TIE & 6" BELOW CANOPY. 7. TREE 8. 1-1/2" BARK MULCH AROUND TREE 9. TOP OF ROOT BALL TO BE 1" ABOVE SURROUNDING GRADE. 10. SLOPE @ 1"/ FT. 11. 24" DEEP WATERING TUBE 4"Ø PERFORATED PIPE WITH 3"Ø GRATE, LOCATION, UPHILL SIDE. 12. ADJACENT SIDEWALK 13. 21 GM. PLANT TABS PER SPECS. PLACE IN DIRECT CONTACT W/ ROOT BALL. 1.5 X CONTAINER DEPTH, FOR 1 GAL. PLANTS 1" LESS THAN CONTAINER DEPTH FOR 5 & 15 GAL. PLANTS. 2X CONTAINER WIDTH AT BOTTOM OF PIT 3" MAX. 1. FINISH GRADE. 2. 2" + BERM FOR WATERING BASIN. 3. TOP OF ROOTBALL 1" ABOVE SURROUNDING GRADE. 4. SHRUB, PER PLANS. 5. 21 GM. PLANT TABS, PER SPECS. PLACE IN DIRECT CONTACT W/ ROOTBALL. 1 PER 1-GAL 2 PER 5-GAL 6. BACKFILL MIX: 1/3 NITROLIZED SHAVINGS, 2/3 NATIVE SOILS, PLUS CORRECTIVES PER PLANTING NOTES. APPLY SUPERTHRIVE ™ WITHIN 2 HOURS OF PLANTING PER NOTES. 7. NATIVE OR UNDISTURBED SOILS. PLANTING NOTES 1. LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE WITHIN PLUS OR MINUS .10 FEET OF FINISH GRADE. 2. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS AND TYPE MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. 3. CONTRACTOR TO BE ADVISED THAT CERTAIN CULTIVARS OR SPECIES OF PLANTS FOR THIS PROJECT MAY ONLY BE AVAILABLE THROUGH RETAIL SOURCES (IE.: PATENED MONROVIA SELECTIONS). CONTRACTOR IS FURTHER ADVISED THAT ALL PLANT MATERIAL FOR THIS PROJECT SHALL BE "PREMIUM" NURSERY STOCK. 4. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER THE PLANTING. 5. THE LANDSCAPE CONTRACTOR WILL COORDINATE HIS WORK WITH THE OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION. 6. PLANT QUANTITIES AND AREAS SHOWN ON LEGENDS ARE FOR CONTRACTORS' CONVENIENCE IN ESTIMATING ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS TO COVER ALL AREAS AS SHOWN ON PLANS. 7. SLOPE ALL PLANTING AREAS AWAY FROM BUILDING AT 2% MINIMUM FOR 5 FEET MINIMUM, WHERE APPLICABLE. 8. LANDSCAPE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF ALL TREES, SHRUBS, AND VINES PRIOR TO PLANTING. 9. TREE AND SHRUB PITS 5 GALLONS AND SMALLER SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND 1-1/2 TIMES CONTAINER DEPTH. 10. TREE AND SHRUB PITS 15 GALLONS AND LARGER SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND 1" LESS THAN CONTAINER DEPTH. 11. TREE STAKING SHALL BE DONE ONLY IF ESSENTIAL AND REQUIRED BY THE LANDSCAPE ARCHITECT. TREES THAT CANNOT STAND WITHOUT THE NURSERY STAKE SHALL BE REJECTED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TREE'S STABILITY DURING THE LENGTH OF THE GUARANTEE PERIOD. ALL STAKING AND GUYING MATERIALS SHALL BE REMOVED AT THE END OF THE 1-YEAR TREE GUARANTEE PERIOD. 12. DO NOT DAMAGE PLANT ROOTBALL DURING TRANSPORTATION OR PLANTING. 13. CONTRACTOR SHALL USE THE FOLLOWING AMENDMENT SCHEDULE FOR BIDDING PURPOSES ONLY. A SOIL TEST SHALL BE MADE BY LANDSCAPE ARCHITECT, AND RECOMMENDED AMENDMENTS SHALL BE USED FOR ACTUAL INSTALLATION. 100 LBS. OF GYPSUM PER 1000 SQ. FT. 70 LBS. OF TRI-C (6-2-4 W/ 5% SULFUR) PER 1000 SQ. FT. 6 LBS. OF IRON SULFATE PER 1000 SQ. FT. 25 LBS. OF SOIL SULFUR PER 1000 SQ. FT. 5 CUBIC YARDS OF NITROLIZED ORGANIC AMENDMENT PER 1000 SQ. FT. (SEE NOTE 16) 14. AMENDED SOIL SHALL BE ROTOTILLED TO A DEPTH OF 8". 15. NO IRON SULFATE SHALL COME IN CONTACT WITH ANY MASONRY SURFACE. 16. NITROLIZED ORGANIC AMENDMENT SHALL BE HUMIC COMPOST FROM AGRI-SERVICE, LOAMEX™, OR APPROVED EQUAL. 17. A. PLANTING BACKFILL MIX FOR ALL CONTAINER PLANTS SHALL CONSIST OF 1/3 NITROLIZED ORGANIC AMENDMENT AND 2/3 EXISTING SOIL, PLUS 2-1/2 LBS. OF SOIL SULFUR, 2 LBS. IRON SULFATE PER CU. YD., 4 LBS. GYPSUM, AND 8 LBS. OF TRI-C (6-2-4 W/ 5% SULFUR) PER CUBIC YARD. B. ALL PLANTED AREAS SHALL BE WATERED IN THOROUGHLY WITH SARVON™, PER MANUFACTURERS SPECIFICATIONS IN ADVANCE OF PLANTING. C. ALL PLANTS SHALL BE WATERED THOROUGHLY WITH SUPERTHRIVE™ WITHIN 1 HOUR OF PLANTING. 18. ALL PLANTS 1-GALLON SIZE OR LARGER SHALL RECEIVE AGRIFORM 21-GRAM 20-10-5 FERTILIZER TABLETS AT THE FOLLOWING RATES: ONE PER 1-GALLON; TWO PER 5-GALLON; FIVE PER 15-GALLON; 12 PER 24" BOXED TREES; 18 PER 36" BOXED TREES (SEE L.A. FOR RATES FOR LARGER STOCK). PLACE TABLETS AT HALF THE DEPTH OF THE PLANTING PIT AND 1" FROM ROOTBALL (BOXED TREES SHALL BE IN 2 LAYERS GOING UP ALONG SIDES OF THE ROOTBALL). 19. ALL PLANTS INSTALLED FROM FLATS SHALL RECEIVE ONE AGRIFORM 5-GRAM 20-10-5 TABLET EACH, MIXED WITH A HANDFUL OF PREPARED BACKFILL PER NOTE 17. 20. ALL PLANTS PLANTED FROM CONTAINERS SHALL HAVE THEIR ROOTBALLS SCORED WITH A SHARP TOOL TO A DEPTH OF 1" IN THREE LONGITUDINAL INCISIONS AT LOCATIONS SPACED AROUND THE ROOTBALL BEFORE PLACING PLANT IN PLANTING HOLE. 21. ALL TYING MATERIALS AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. 22. STAKES SHALL BE REMOVED FROM VINES AND VINES SHALL BE PROVIDED WITH AN APPROVED MEANS OF SUPPORT. 23. ALL SHRUB PLANTING AREAS SHALL BE COVERED WITH A 3" DEEP LAYER OF SHREDDED FIR BARK, OR APPROVED EQUAL. ALL BARK TO BE NITROLIZED WITH 5% NITROGEN. WHEN GRAVEL OR COBBLE GROUNDCOVER IS USED, A LANDSCAPE FILTER FABRIC MUST BE INSTALLED, WITH AN OVERLAP OD 12" MIN. BETWEEN ROLLS AND FASTENED WITH STAPLES FLUSH TO THE FABRIC TO PREVENT MOVEMENT. 24. IF THE SOIL TEST PREVIOUSLY MENTIONED SHOWS THAT PERMEABILITY RATES ARE LESS THAN .5" PER HOUR, LANDSCAPE ARCHITECT MAY REQUIRE A TREE DRAIN SYSTEM. 25. A LANDSCAPE MAINTENANCE PERIOD OF 90 DAYS SHALL BE CONSIDERED PART OF THIS CONTRACT. REFER TO THE PROJECT SPECIFICATIONS FOR DETAILS. THE CONTRACTOR SHALL ENSURE THAT ALL PLANTS RECEIVE SUPERTHRIVE VITAMIN SOLUTION AT TIME OF INSTALLATION A SOIL TEST SHALL BE MADE BY LANDSCAPE CONTRACTOR PRIOR TO THE BEGINNING OF WORK AND THE RECOMMENDATIONS MUST BE USED FOR INSTALLATION. AN IRRIGATION AUDIT REPORT MAY BE REQUIRED BY THE CITY PRIOR TO CERTIFICATE OF OCCUPANCY. IF A CERTIFICATE OF COMPLETION IS REQUIRED BY THE CITY, PLEASE NOTIFY LANDSCAPE ARCHITECT 48 HOURS BEFORE INSPECTION. SCALE 1"= 20'-0" EXISTING 18"Ø PEPPER TO REMAIN EXISTING 18"Ø OAK TO REMAIN EXISTING 10"Ø PEPPER TO REMAIN EXISTING 12"Ø PEPPER TO REMAIN EXISTING 14"Ø EUCALYPTUS TO REMAIN EXISTING 20"Ø EUCALYPTUS TO REMAIN EXISTING 18"Ø EUCALYPTUS, TO REMAIN 18"Ø OAK EXISTING 7"Ø CARROTWOOD TO REMAIN EXISTING 12"Ø OAK TO REMAIN EXISTING 200' EASEMENT TO SAN DIEGO GAS AND ELECTRIC CO. FOR UTILITY PURPOSES. REC. 4/15/54, PER BOOK 5205, PAGE 115, OR TOGETHER WITH THE RIGHT TO TRIM OR TOP ANY TREES WITHIN 20' STRIP EACH SIDE OF EASEMENT RIGHT OF WAY LIMITS. SIGHT CLEARANCE AREA AT DRIVEWAYS - MAINTAIN LANDSCAPE AT A MAXIMUM HEIGHT OF 30" EASEMENT: SAN DIEGO GAS AND ELECTRIC COMPANY. PUBLIC UTILITIES, INGRESS AND EGRESS. RECORDING DATE: AUGUST 10, 1981. RECORDING NUMBER: INSTRUMENT NO. 1981-252845 OFFICIAL RECORDS EASEMENT: CITY OF CARLSBAD. PUBLIC UTILITIES AND STREET RECORDING DATE: JANUARY 20, 1993. RECORDING NO: INSTRUMENT NO. 1993-0033576 OFFICIAL RECORDS. EXISTING 6"Ø TRISTANIA TO BE REMOVED AND REPLACED EXISTING 7"Ø CARROT WOOD TO BE REMOVED AND REPLACED EXISTING DOMESTIC METER, PROTECT IN PLACE EXISTING 2" RECYCLED WATER METER, PROTECT IN PLACE ALL LANDSCAPE AREAS SHALL BE COVERED IN A 3" LAYER OF SHREDDED BARK MULCH, U.O.N. ROOT BARRIER, TYPICAL. THIS SYMBOL () 25'-0" 8'-0 " 25'-0" 25'-0 " 25'-0" REPAIR EXISTING MYOPORUM LIMIT OF WORK REPAIR EXISTING MYOPORUM PLANT LIST ABBR SIZE QTY SCIENTIFIC NAME COMMON NAME WUCOLS AGA. B.G. 5 GAL. 6 AGAVE 'BLUE GLOW'BLUE GLOW AGAVE L DIE. BIC. 1 GAL. 55 DIETES BICOLOR BICOLOR AFRICAN IRIS L FUR. F.M. 15 GAL. 4 FURCRAEA FOETIDA 'MEDIOPICTA' VARIEGATED MAURITUS HEMP L RHA. BAL. 5 GAL.RHAPHIOLEPIS INDICA 'BALLERINA' DRARF INDIAN HAWTHORN40 L SEN. MAN. FLATS 8" O.C. SENECIO MANDRALISCAE BLUE CHALK STICKS L AGA. B.G.DIE. BIC.FUR. F.M. RHA. BAL.MYO. PAR.SEN. MAN.JUN. PAT. LANDSCAPE CONCEPT PLAN VISIBILITY TRIANGLE CUP. ANA. CAR. PAN DIE. BIC. RHA. BAL. SEN. MAN. MYO. PAR. MYO. PAR. EXISTING 6"Ø TRISTANIA TO BE REMOVED AND REPLACED C.A. 20 ' - 0 " ZO N E B 1 20 ' - 0 " ZO N E B - 2 20 ' - 0 " ZO N E B - 3 REPAIR FIRE SLOPE WITH MYOPORUM REPAIR FIRE SLOPE WITH MYOPORUM EXISTING 10' WIDE LANDSCAPE TO BE CLEARED OF DEBRIS AND REFURBISHED WITH ADDITIONAL NATIVE/NATURAL PLANT MATERIAL AS SHOWN. THE EXISTING IRRIGATION IS TO BE REPAIRED AS NEEDED TO IRRIGATE NEW PLANT MATERIAL BAC. SAR. 1 GAL. 17 BACCHARIS SAROTHROIDES DESERT BROOM L BAC. SAR. ERI. DEF. ERI. DEF. 24" BOX 3 ERIOBOTRYA DEFLEXA BRONZE LOQUAT M Dec. 7, 2022 Item #2 40 of 42 -- -I --I / -I ->t _, I' --I --I --I --I ----I -i -_ --I --I --I --I --I --~ I -- r I I I i I I I '~--/ m / / I ~--c.c.c:_c:._--- --·--------.. - ' -~oc:_--c -<_ -~ ----- --,~ - -~:\.... ~ :::-,."7::::-,."7~ i;~;~;: - - ----------- ---------------- - ------- - -------------------- - ------- - -------- -' --------- ----- ----------- - - T y -------n~ -, '\ '( ' l ,,/_0, C:::-,-', l ,J &-,/ "' ® ¥ -,,., - ®-- @-" ~ J ' ' V 2 3 -----=7 6 5 4 3 ' /' / C A A ' > /, > > < > > y ) ) V / j V '- < I I /11 I' ------------17 C J- 3 2 I *\ • '':,CTFi(! lsENSES & SPACEsl N26 ° 4 9 ' 4 7 " W 3 3 6 . 1 7 ' N31 ° 2 5 ' 2 6 " W 1 1 5 . 2 1 ' N2 6 ° 4 9 ' 5 6 " W 1 6 6 . 4 6 ' 33" R C P 33" R C P SSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SEWER MH RIM=197.5 (±) (IE=187.33) SEWER MH RIM=197.5 (±) (IE=185.07) E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E S S S SEWER MH RIM=203.5 (±) (IE=190.00) 30" VCP SEWER (GRAVITY) ALO M AR AIRP O R T R O A D CA M I N O V I D A R O B L E MAP 8418 CARLSBAD TRACT NO. 73-49 LOT 17 204.6 204.4 204.7 204.5 203.7 207.5 207.6 208.4 208.4 208.4 208.3 207.8 207.5 206.5 205.5 204.5 204.6 204.6 203.6 203.5 202.5 196.4 203.4 204.0 201.6 201.4 201.5 200.5 200.5 199.6 199.7 199.8 199.7 200.8 201.5 202.8 202.6 202.2 201.6 201.5 200.5 203.3 203.5 204.4 204.5 203.6 203.2 202.4 202.7 202.8 202.2 205.5 206.4 208.0 196.5 196.5 197.6 197.6 197.4 198.7 180 185 190 195195 200 195 200 205 205 205 00 200 200 201.6 200.9 206.4 205.4 205.5 204.5 207.6 207.8 206.5 205.4 205.6 206.6 207.5 208.3 203.4 201.7 202.4 204.2 204.3 204.9 204.8 Obscu r e d Obscu r e d Obscu r e d Asph a l t Asph a l t Aspha l t Aspha l t Aspha l t Rocks Obscu r e d CA M I N O V I D A R O B L E < < < < < < < < < < < < <<<< <<<<<<<<<< < < < < < < < < < < < < < < <<<<<<<<<<<< < < < < < < < < < <<<<<<<< < < < < < < < < < < < < < < <<< < < < < <<<<<<<<<<<<<<<<<< < < < <<< < < < < < < < < < < < < < < < <<<< < < < < < < < < < < < < < << <<<<<<<<<<<<<<<<<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < <<<<<<<<<<<<<<<<<<<<<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E S S S W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W W W W W W FG=200.85 Project No. Drawing No. Submittal 01 14 JAN 2022 Scale As Noted 1750 E Palomar Street, Suite E Chula Vista, CA 91913 (619) 784-6428 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 2112 E I DENS ECI L CAPSDNAL Signature T A T S C A LFO Renewal Date DateE I T AR C H T E C F O R NIA 12.31.23 10.10.22 1. IT IS RESPONSIBILITY OF THE OWNER TO MAINTAIN THE EXISTING AND PROPOSED LANDSCAPE AREAS 2. THE EXISTING IRRIGATION SYSTEM IS TO BE CONNECTED TO THE 'RECLAIMED WATER USE' SERVICE LINE 3. ALL NEW PLANT MATERIAL WITH SIMILAR CULTURAL REQUIREMENTS OF EXPOSURE, SOILS, AND WATER NEEDS, ETC. ARE GROUPED TOGETHER AND LOCATED ON THE PROJECT SITE IN MICROCLIMATES WHERE THEY WILL REQUIRE THE LEAST WATER FOR OPTIMUM GROWTH AND MAINTENANCE. 4. SOILS SAMPLES SHALL BE TAKEN AFTER ROUGH GRADING. 5. INSTALL 3" DEEP MINIMUM LAYER OF DECORATIVE BARK MULCH IN BETWEEN ALL NEW SHRUBS AND GROUND COVER PLANT MATERIAL. 6. ALL SURFACE AND SUB-SURFACE SWALES, DRAINAGE STRUCTURES AND PATTERNS SHALL BE MAINTAINED. 7. REFER TO LANDSCAPE, ARCHITECTURAL AND CIVIL PLANS FOR DESCRIPTION NOT IDENTIFIED IN THIS PLAN. 8. ALL EXISTING AND NEW PLANTER AREAS HAVE BEEN DESIGNED WITH POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. HYDROZONE 1 LOW WATER USE SHRUBS WITH DRIP IRRIGATION 1,686.05 S.F. HYDROZONE 2 MODERATE WATER USE TREES AND WITH BUBBLER IRRIGATION 176 S.F. HYDROZONE 3 NON IRRIGATED COBBLE 380 S.F. 0CONCEPTUAL WATER CONSERVATION PLAN & HYDROZONE MAP ASCALE 1"= 30'-0" 15' 30'60' ESTIMATED TOTAL WATER USE (ETWU) 40 27.28 0.30 0.50 0 1,686 176 380 505.8 88 0 0.8 0.75 0 632.25 117 0 1,268.25 34,597.86 HYDROZONE 1 LOW WATER USE PLANTSLANDSCAPE WATER NEEDS: DRIP IRRIGATIONTYPE OF IRRIGATION SPECIFIED: 1,686.05 S.F.LANDSCAPE TOTAL AREA: PLANT TYPE:MIXED GROUNDCOVER AND SHRUBS PF: IE: 0.30 0.80 HYDROZONE 2 MODERATE WATER USE PLANTSLANDSCAPE WATER NEEDS: BUBBLER IRRIGATIONTYPE OF IRRIGATION SPECIFIED: 176 S.F.LANDSCAPE TOTAL AREA: PLANT TYPE:TREES PF: IE: 0.50 0.75 ETo:EVAPOTRANSPIRATION IN INCHES PER YEAR= 40 0.62:CONSERVATION FACTOR TO GALLONS PER SQUARE FOOT 0.45:ET ADJUSTMENT FACTOR FOR PLANT FACTORS AND IRRIGATION EFFICIENCY LA:LANDSCAPE AREA INCLUDES SPECIAL LANDSCAPE AREA IN SQUARE FEET= 3,781.89 0.55:THE ADDITIONAL ET ADJUSTMENT FACTOR FOR A SPECIAL LANDSCAPE AREA (1.0-0.7=0.3) SLA:SPECIAL LANDSCAPED AREA IN SQUARE FEET= 0 MAWA=(ETo) (0.62) [(0.45 x LA) + (0.55 x LA)]= (40.0) (0.62) [(0.45 x 3,626) + (0 x 0)] = FORMULA TOTAL 40,466.16 GAL/YEAR MAWA:MAXIMUM APPLIED WATER ALLOWANCE IN GALLONS PER YEAR HYDROZONE 3 ETWU < MAWA ALL PLANTED AREAS SHALL BE IRRIGATED WITH A PERMANENT, AUTOMATICALLY CONTROLLED DRIP IRRIGATION SYSTEM. WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24 INCHES OF AN IMPERMEABLE SURFACE, ONLY LOW VOLUME OR SUBSURFACE IRRIGATION SHALL BE USED, UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. IRRIGATION NOTES LANDSCAPE WATER NEEDS: NON IRRIGATEDTYPE OF IRRIGATION SPECIFIED: 380 S.F.LANDSCAPE TOTAL AREA: PLANT TYPE:NON IRRIGATED COBBLE AND OPEN PAVERS PF: IE: 0 0NON IRRIGATED 34,597.86 GAL/YEAR < 40,466.16GAL/YEAR HYDROZONES INFORMATION ANGELINA SOTELO DATE RLA 5254 10.10.22 "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." MAXIMUM APPLIED WATER ALLOWANCE (MAWA) EXISTING DOMESTIC METER, PROTECT IN PLACE EXISTING 2" RECYCLED WATER METER, PROTECT IN PLACE EXISTING REFINED LANDSCAPE AREA WITH DRIP IRRIGATION (RECLAIMED WATER SYSTEM PRIVATE - MAINTAINED BY OWNER) 25,392.27 S.F. PROPOSED REFINED LANDSCAPE AREAS TO COMPLEMENT THE EXISTING LANDSCAPE (RECLAIMED WATER SYSTEM PRIVATE - BY OWNER) EXISTING NATURALIZED / TRANSITIONAL LANDSCAPE AREA (RECLAIMED WATER SYSTEM PRIVATE - BY OWNER) EXISTING NATURALIZED LANDSCAPE AREA (ONLY PORTION OF AREA SHOWN) (NON-IRRIGATED AREAS PRIVATE - BY OWNER) HYDROZONE 4 LOW WATER USE BIORETENTION WITH DRIP IRRIGATION 1,384.30 S.F. CONCEPTUAL WATER CONSERVATION PLAN L1.2 WATER CONSERVATION NOTES HYDROZONE 4 LANDSCAPE WATER NEEDS: DRIP IRRIGATIONTYPE OF IRRIGATION SPECIFIED: 1,384.30 S.F.LANDSCAPE TOTAL AREA: PLANT TYPE:BIORETENTION PONDS PF: IE: 0.50 0.80LOW WATER USE 0.30 1,384 415.2 0.8 519 Dec. 7, 2022 Item #2 41 of 42 1/ {I ' {I ' {I ' f ' f ' f f ' {I {I ' {I ' {I ' ' ~ ' \ ) V CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU Hydrozone Number (1 -5 with SL.A Zo11e Below-use as many tables as necessa to com l@te all h rozones Evapotranspiralion Rate ETo • Conversion Factor (Step 1 x Step 2) Plant Factor (PFr" (From WUCOLS) (VLW -HW 0.1-0.8 Area of Hydrozone (sq. ft HA (Step 4 x Step 5) lrrigallon EfficiMcy IE OU (Slep 6 ~ Step 7) (Total All Step 8 + Total SLAs .ft.In Ste 5 (Slep 3 x Step 9) Estimated Total Waler Use In galklns per }'@ar (ETWU) • Total shall riot ex.ceedMAWA ETo• West of !-5 = 40.0 Process Step No. Below) 2 3 4 5 6 1 a 9 10 East of 1-5 and West of El CBmino Real = 44. 0 East of El Camino Real= 47_Q Applicant may provide a different ETo if supported by documentation subject to approval by the Crfy Planning Divis.iDII •• Plant Facto/" & Waler Use 0.1 = VLW -Very Low Water Use Plants 0.3"' LW-Low Water Use Plants 0.5"' MW• Moderate Water Use Plants 0.8"' HW-High Water Use Ptanls --..... ,,, ___ ___ ' ~.-~".._,-/ _L0 7· ·'<.· ', I +' I \ . ./ --.1 '-/ I --1-·.- 2 3 062 ... IE Micro-spray= .80 Spray= .55 Ro/or=. 70 Bubbler= .75 Drip.::: .80 4 5 SLA App/leant may prm1ida. a difhmmt (E if suppott.tm by documenl.alion subject lo approval by the City Planning Division (fort arid Landscape Irrigation Best Management Practices, Aprif 2005) • .._____ .._____ ------------------~n~ -n-nnr _LJ_LJLJL =□=□□L -- • * * lsENSES & SPACEsl N2 6 ° 4 9 ' 4 7 " W 3 3 6 . 1 7 ' N31 ° 2 5 ' 2 6 " W 1 1 5 . 2 1 ' N2 6 ° 4 9 ' 5 6 " W 1 6 6 . 4 6 ' 33" R C P 33" R C P HEADWALL (APPROX) SSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SEWER MH RIM=197.5 (±) (IE=187.33) SEWER MH RIM=197.5 (±) (IE=185.07) E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E S S S SEWER MH RIM=203.5 (±) (IE=190.00) 30" VCP SEWER (GRAVITY) AL O M A R AIR P O R T R O A D CA M I N O V I D A R O B L E MAP 8418 CARLSBAD TRACT NO. 73-49 LOT 17 204.6 204.4 204.7 204.5 203.7 207.5 207.6 208.4 208.4 208.4 208.3 207.8 207.5 206.5 205.5 204.5 204.6 204.6 203.6 203.5 202.5 196.4 203.4 204.0 201.6 201.4 201.5 200.5 200.5 199.6 199.7 199.8 199.7 200.8 201.5 202.8 202.6 202.2 201.6 201.5 200.5 203.3 203.5 204.4 204.5 203.6 203.2 202.4 202.7 202.8 202.2 205.5 206.4 208.0 196.5 196.5 197.6 197.6 197.4 198.7 170 175 180 185 190 195195 200 195 200 205 20 5 205 00 200 200 201.6 200.9 206.4 205.4 205.5 204.5 207.6 207.8 206.5 205.4 205.6 206.6 207.5 208.3 203.4 201.7 202.4 204.2 204.3 204.9 204.8 Obscu r e d Obscu r e d Obscu r e d Asph a l t Aspha l t Asph a l t Asph a l t Asph a l t Rocks Obscu r e d CA M I N O V I D A R O B L E < < < < < < < < < < < < <<<<<<<<<<<<<< < < < < < < < < < < < < < < < < <<<<<<<<<<<< < < < < < < < < < <<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < <<<<<<< < < < < < < < < < < <<< < < < < < < < < < < < < < < < < < < < <<<< < < < < < <<< < < < < < < < < < < < < < < << <<<<<<<<<<<<<<<<<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < <<<<<<<<<<<<<<<<<<<<<<<<<<< < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E S S S W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W W W W W W FG=200.85 Project No. Drawing No. Submittal 01 14 JAN 2022 Scale As Noted 1750 E Palomar Street, Suite E Chula Vista, CA 91913 (619) 784-6428 Palomar Airport Road Car Wash 1991 Palomar Airport Road, Carlsbad, CA 92011 2112 E I DENS ECI L CAPSDNAL Signature T A T S C A LFO Renewal Date DateE I T AR C H T E C F O R NIA 12.31.23 10.10.22 0CONCEPTUAL FIRE PROTECTION PLAN ASCALE 1"= 20'-0" 10' 20'40' CONCEPTUAL FIRE PROTECTION PLAN L1.3 PLANTS ARE NOT IRRIGATED (ONLY PORTION OF AREAS ARE SHOWN ON THE PLAN) EXISTING A.B.,/ CHANNEL TO BE CLEANED OF MUD, SILT, PLANT MATERIAL, TRASH AND DEBRIS AS NEEDED TO THE SATISFACTION OF THE CITY ENGINEER FIRE HYDRANT FIRE HYDRANT 24' - 3 1 2" 23 ' - 8 12" 24'-0" 12'-4 1 2" 25 ' - 2 1 4" PLANTS IRRIGATED THROUGH 'RECLAIMED WATER USE' IRRIGATION SYSTEM EXISTING 200' EASEMENT TO SAN DIEGO GAS AND ELECTRIC CO. FOR UTILITY PURPOSES. REC. 4/15/54, PER BOOK 5205, PAGE 115, OR TOGETHER WITH THE RIGHT TO TRIM OR TOP ANY TREES WITHIN 20' STRIP EACH SIDE OF EASEMENT RIGHT OF WAY LIMITS. FIRE PROTECTION LANDSCAPE NOTES 1. THE EXISTING LANDSCAPE WAS DESIGNED AND INSTALLED TO MITIGATE FIRE DANGERS TO STRUCTURES ADJACENT TO NATURAL AREAS. 2. THE EXISTING LANDSCAPE TREATMENT FOR THE PURPOSES OF FIRE PROTECTION WAS DESIGNED AND INSTALLED WITH THE INTENT TO LIMIT DISRUPTION TO ENVIRONMENTALLY SENSITIVE AREAS WHILE STILL ACHIEVING CONFORMANCE WITH THE FIRE PROTECTION STANDARDS. 3. THE PROPOSED NEW LANDSCAPE TREATMENTS FOR THE PURPOSES OF FIRE PROTECTION IS TO LIMIT DISRUPTION TO ENVIRONMENTALLY SENSITIVE AREAS WHILE STILL ACHIEVING CONFORMANCE WITH THE FIRE PROTECTION STANDARDS. 4. THE ADJACENT HILLSIDE LANDSCAPE AREAS ARE TO REMAIN AS PREVIOUSLY INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE CITY'S LANDSCAPE MANUAL. 5. REFER TO LANDSCAPE, ARCHITECTURAL AND CIVIL PLANS FOR DESCRIPTION O ELEMENTS NOT IDENTIFIED ON THIS PLAN. ZONE B-1 REMOVE HIGH FUEL AND MODERATE HAZARD SPECIES AS SHOWN IN APPENDIX C OF THE CITY'S LANDSCAPE MANUAL. MAINTAIN ALL PREVIOUSLY PLANTED GROUND COVER AND LOW GROWING SHRUB SPECIES (LESS THAN 3 FT. IN HEIGHT) KNOWN FOR FIRE RETARDANT QUALITIES OR AS OTHERWISE REQUIRED BY THE CITY. REMOVE ALL OTHER SHRUBS REVIEW WITH FIRE DEPARTMENT TO DETERMINE ADDITIONAL PLANTS TO BE REMOVED MAINTAIN EXISTING IRRIGATION SYSTEM TREES AND SHRUBS OVER 3' IN HEIGHT ARE NOT ALLOWED. REMOVE HIGH FUEL SPECIES AS SHOWN IN APPENDIX C OF THE CITYS LANDSCAPE MANUAL SELECTIVELY PRUNE UP TO 50% OF THE VOLUME OF THE MODERATE FUEL SPECIAS AS SHOWN IN APPENDIX F.1-1 OF THE CITY'S LANDSCAPE MANUAL MAINTAIN ALL PREVIOUSLY PLANTED NATURALIZING LOW FUEL SPECIES. TREES AND LARGE TREE FORM SHRUBS WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO 3X THE HEIGHT OF THE SURROUNDING UNDER-STORY PLANT MATERIAL OR 6 FT. WHICHEVER IS HIGHER REMOVE DEAD AND EXCESSIVELY TWIGGY GROWTH REVIEW WITH FIRE DEPARTMENT TO DETERMINE ADDITIONAL PLANTS TO BE REMOVED MAINTAIN EXISTING IRRIGATION SYSTEM REMOVE HIGH FUEL SPECIES AS SHOWN IN APPENDIX C OF THE CITYS LANDSCAPE MANUAL SELECTIVELY PRUNE UP TO 50% OF THE VOLUME OF THE MODERATE FUEL SPECIAS AS SHOWN IN APPENDIX F.1-1 OF THE CITY'S LANDSCAPE MANUAL TREES AND LARGE TREE FORM SHRUBS WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO 3X THE HEIGHT OF THE SURROUNDING UNDER-STORY PLANT MATERIAL OR 6 FT. WHICHEVER IS HIGHER REMOVE DEAD AND EXCESSIVELY TWIGGY GROWTH REVIEW WITH FIRE DEPARTMENT TO DETERMINE ADDITIONAL PLANTS TO BE REMOVED IRRIGATION IS NOT REQUIRED 20 ' - 0 " ZO N E B 1 20 ' - 0 " ZO N E B - 2 20 ' - 0 " ZO N E B - 3 ZONE B-2 ZONE B-3 GENERAL MAINTENACE MAINTENANCE 1. PLANTING AREAS SHALL BE PRUNED AND MAINTAINED TO ENSURE A HEALTHY AND THRIVING CONDITION. 2. DEAD, DYING AND DISEASED VEGETATION SHALL BE REPLACED. 3. PLANTED AREAS SHALL BE MAINTAINED IN A RELATIVELY WEED-FREE CONDITION AND CLEAR OF UNDERGROWTH WHICH MAY CAUSE UNDUE FIRE HAZARDS. 4. INVASIVE SPECIES SHALL BE ERADICATED. 5. LANDSCAPE SHALL BE MAINTAINED TO AVOID OBSTRUCTING MOTORIST'S VIEWS. 6. MULCH SHALL BE REPLENISHED AS NEEDED. SUPPLEMENTAL SOIL AMENDMENTS SHALL BE ADDED WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH. 7. PLANTS SHALL BE FERTILIZED AND WATERED AT SUCH INTERVALS AS ARE NECESSARY TO PROMOTE OPTIMUM GROWTH. 8. INTEGRATED PEST MANAGEMENT PRINCIPLES AND PRACTICES SHALL BE INCLUDED IN THE MAINTENANCE PROGRAM GENERAL IRRIGATION MAINTENANCE LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEALTHY PLANT GROWTH. 1. AND TO DETECT PLANT OR IRRIGATION SYSTEM FAILURE. 2.THE IRRIGATION SYSTEM AND ITS COMPONENTS SHALL BE REPAIRED AND REPLACED AS NECESSARY. MAINTENANCE OF FUEL MODIFICATION ZONES 1. AREAS OF DEVELOPMENTS APPROVED AND SUBJECT TO THE REQUIREMENTS OF SECTION 5 (FIRE PROTECTION REQUIREMENTS) OF THIS MANUAL SHALL BE MAINTAINED BY THE RESPONSIBLE PRIVATE PARTY (IE: UNDERLYING PROPERTY OWNER OR EASEMENT HOLDER) IN CONFORMANCE WITH THE APPROVED FIRE PROTECTION PLAN. 2. PLANTS SHALL BE KEPT PRUNED TO THE VOLUME REQUIREMENTS OF THE APPLICABLE FUEL MODIFICATION ZONE. THIS AREA HAS BEEN PREVIOUSLY PLANTED AND IRRIGATED BY CLIENT AS REQUIRED BY THE CITY, CONTRACTOR TO BRUSH CLEAR AREAS AS NEEDAD. FINAL FIRE SUPPRESION REQUIREMENTS FOR THE SOUTH SLOPE AREA SHALL BE REVIEWED AND APPROVED BY THE PLANNING DEPARTMENT. ALL EXISTING TREES ARE TO REMAIN ON THE SLOPE AREA CLIENT IS TO MAINTAIN AREA AS INDICATED BELOW: ANGELINA SOTELO DATE RLA 5254 10.10.22 "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." R= 1 5 0 ' - 0 " R=150 ' - 0 " R=1 5 0 ' - 0 " Dec. 7, 2022 Item #2 42 of 42 f f + + + ---I f + + + + + + + + + + + + + + + + + + + ' A/ + + + + + + + ' L + + + + + + + + + + + + + + '' ' :{_ I + + + + + + + + + + + + + + + + + + + + + +/ + + + + ,... -+ J + '"'+ _, + \+ + -/- + ;'+""i .!;.. /-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + □ROUTINE INSPECTIONS SHALL BE PERFORMED TO GUARD AGAINST RUNOFF AND EROSION + + + + + + + + + + + + + I J \ ~ \ _, + + + ---,, ' ---------/_ , ) / ~ ~ ~ ~ ~ -----I ------I ~ I -------' IDI~ + + + -- + .... ' + + • * * lsENSES & SPACEsl Kyle Van Leeuwen, Associate Planner Community Development Department December 7, 2022 BP/ARCO FACILITY 5792 { City of Carlsbad Palomar Airport Road BP/ARCO FACILITY 5792 AMEND 2022-0006 8 0 45 90 180 270 CONDITIONAL USE PERMIT AMENDMENT •Replace existing car wash structure with a larger 3,100 sf car wash •18 vacuum stations with two enclosures for the vacuum motors and debris •Pavement expansion northeast of existing gas pumps •No changes to gas pumps or convenience store PROJECT DESCRIPTION { City of Carlsbad •Nov. 20, 1991: PC approved CUP to establish gas station use (no carwash) •Oct. 22, 1996: PC approved extension of CUP and modifications to convenience store •July 1, 1998: PC approved 10-year extension of CUP •March 19, 2008: PC approved extension and modification to allow Car Wash BACKGROUND { City of Carlsbad •Customers drive their own vehicles to car was tunnel •Two queueing lanes and pay stations •18 vacuum stations •No on-site hand washing, hand drying, or detailing services •Operation hours of 7 AM to 9 PM OPERATIONS { City of Carlsbad EXISTING SITE PLAN SITE PLAN SITE PLAN STREET VIEW 0 We&t,i:levatl:o 1)1;" -1"-{]" I n Soolll Ele.-am,,, 1J8"• 1"-0" 7 PROJECT ANALYSIS The project is subject to the following regulations and requirements: •Planned Industrial (PI) General Plan Designation; •Planned Industrial (P-M) Zone; •CUP and Car Wash Regulations CMC (21.42); and •Airport Land Use Compatibility Plan (ALCUP) {city of Carlsbad RECOMMENDATION That the Planning Commission: ADOPT the Planning Commission Resolution APPROVING Conditional Use Permit Amendment AMEND 2022-0006 based upon the findings and subject to the conditions contained therein. { City of Carlsbad SITE PLAN ,~, -~~ ~-~ --....::::::-. 1/ ,It I✓ 199.45FL 5 :1llll '::I!i ,it:t 99. 50TC 99.00FL 199.0STC 198.55FL: MATCH EX ' ~ [, \ ('-~ SITE PLAN / -=-----=--..,,,....--.. :---- ~ ~ ' ---__ .,;;,. (l(=.f8,t, ~~.t;:,;' ) \ -~ ~~(~ -~ --,. ~~. . . ,~---- , .. - SITE PLAN EJ<lS ~6 NATURALIZED LANDSCAf'E AREA HYDROZONE4 LOI'/ WATER USE l!IORETEITTION \'IITHORJ? IRRIGATION 1,,lPA.30S.F. DDDDD □□DIID flYDROZONE 3 NON lRRJGATED OOBBLE 380 S.F. IIYDROZONE 2 MODERATE WATER USE TREES AND WITH BlAllllffi IRRlGATION 1765.F .• HYDROZONE 1 D LOW WATER USE Sl!RIJBS WITH DRIP IRRIGATION 1,61!6.115 S.F. PROPOSED R8fl ED D LAN!lSCAP!c AREAS TO OOMPLEMEffif E EXISTING p-;:,-;:;i_,., LAtU>SCAPC (RECL.ALYED ~ WATER SYSTEM PRIVATE-BY OWNER) mm