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HomeMy WebLinkAbout4.0_Fletcher Jones Airport Shuttle and Car Wash_PA2022-128 CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT February 23, 2023 Agenda Item No. 4 SUBJECT: Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) ▪ Lot Merger ▪ Conditional Use Permit SITE LOCATION: 2172, 2192, and 2222 South Bristol Street APPLICANT: Allegro Civil Engineers PLLC OWNER: Fletcher Jones III PLANNER: Joselyn Perez, Assistant Planner 949-644-3312, jperez@newportbeachca.gov PROJECT SUMMARY The Applicant proposes to renovate the existing Fletcher Jones Motorcars airport shuttle facility that offers shuttle service to and from John Wayne Airport and car wash service for preferred owners. The project requires the approval of a conditional use permit to allow the replacement of the existing car wash with a 4,293-square-foot enclosed car wash and outdoor detailing bays. The applicant does not propose changes to their current hours of operation, which are: 5 a.m. to 9 p.m., Monday through Saturday; and 6 a.m. to 9 p.m., Sunday. As the use currently operates on three separate parcels, the project also includes the approval of a lot merger to combine the parcels into a single building site. If approved and implemented, Planning Director’s Use Permit No. UP2005-009 (PA2005-037) that authorizes the current operation would be superseded. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 Class 1 (Existing Facilities), Section 15302 Class 2 (Replacement or Reconstruction), and Section 15315 (Minor Land Divisions) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 3) Adopt Resolution No. PC2023-010 approving the Lot Merger and Conditional Use Permit (PA2022-128) (Attachment No. PC 1). 1 INTENTIONALLY BLANK PAGE2 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 2 VICINITY MAP GENERAL PLAN ZONING LOCATION GENERAL PLAN ZONING CURRENT USE ON-SITE General Commercial (CG) Santa Ana Heights Specific Plan General Commercial (SP-7 GC) Airport shuttle, long term parking, car wash NORTH General Commercial (CG) Santa Ana Heights Specific Plan General Commercial (SP-7 GC) Vehicle Parking SOUTH General Commercial (CG) Santa Ana Heights Specific Plan General Commercial (SP-7 GC) Vehicle Sales EAST General Commercial Office (CO-G) Planned Community 11 (Newport Place) Office WEST Single Unit Residential Detached (RS-D) Santa Ana Heights Specific Plan General Commercial (SP-7 REQ) Nonconforming residential use, Detached Garages, Tennis Court 3 INTENTIONALLY BLANK PAGE4 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 3 INTRODUCTION Project Setting The three properties, addressed as 2172, 2192, and 2222 South Bristol Street (“Properties”), are located within a commercial corridor on South Bristol Street that is approximately 1 mile south of John Wayne Airport. This area of the city, known as Santa Ana Heights, was under the permitting jurisdiction of the County of Orange until annexation by the City in 2004. The Properties each measure approximately 82.5 feet wide by 224 feet deep and are relatively flat and are improved with two small buildings, fences, a small carwash structure, and paved parking areas. The Properties are bordered by South Bristol Street and the 73 Corona del Mar Freeway to the northeast, commercial properties designated as GC General Commercial to the north and south, and properties designated BP Business Park and REQ Residential Equestrian to the west. The rear portion of a nonconforming residential use is located directly to the rear of the site. The Properties are not located within the coastal zone. Background In 2002, the County of Orange approved Planning Activity No. PA01-0118 for Fletcher Jones to establish an airport shuttle operation on the 2172 South Bristol Street property. The application expired due to inactivity by the applicant. The shuttle service was subsequently authorized by the City after annexation of the area through approval of Planning Director’s Use Permit No. UP2005-009 (PA2005-037) on April 8, 2005. A copy of the Use Permit is provided as Attachment No. PC 2. The other two sites, 2192 and 2222 South Bristol Street, have historically been used by Enterprise Rent-A-Car for vehicle rentals. The rental office is located on the 2222 South Bristol Street property and the office is currently vacant. The existing car washing infrastructure is located on the 2192 South Bristol property. The existing car wash is under a cover but is open on all sides. Despite being legally separate parcels, the two properties lack a property line wall and were used by Enterprise Rent-A-Car as a single operation. Figure 1 on the following page provides an aerial view of the Properties and their historic organization. In early 2020, the properties used by Enterprise Rent-A-Car were vacated. Fletcher Jones acquired the vacated properties and began using them to support the on-going airport shuttle operation. Fletcher Jones currently uses the existing car wash infrastructure to provide complementary car washes to airport shuttle customers and uses the surface parking lot of both the 2192 and 2222 properties for overflow customer vehicle parking. 5 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 4 Figure 1 –Site Improvements for 2172, 2192, and 2222 South Bristol Street with Fletcher Jones shaded in yellow and Enterprise Rent-A-Car shaded in green. Project Description The project will consolidate the Properties by removing the interior lot lines to create one, approximately 55,510-square-foot, parcel. Two structures within the project boundary will be demolished, including existing car wash infrastructure and the former car rental office building. A new 4,293-square-foot enclosed car wash facility will be constructed to replace the existing car wash. The enclosed car wash floor plan features an 82-foot-long car wash tunnel with doors at both openings, car wash and vacuuming equipment, storage and utility rooms, an employee restroom, a 1,296-square-foot garage for company vehicles, and outdoor detailing bays. The new building will be finished in white and grey stucco and is designed to be architecturally similar to the existing 695-square-foot shuttle reception building, which will remain. The project also includes site renovations such as the installation of new landscaping, lighting, drainage, a trash enclosure, the reconfiguring of walls and security fencing, and the restriping of parking areas to provide a total of 83 on- Airport Shuttle Office Car Wash Enterprise Rent-a-Car Office 6 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 5 site parking spaces. The architectural plans and site plan are available as Attachment No. PC 6. DISCUSSION General Plan The General Plan land use category for the Properties is General Commercial (CG). The CG category is intended to provide for a wide variety of commercial activities oriented primarily to serve citywide or regional needs. The Fletcher Jones airport shuttle service provides both local and regional customers with the beneficial service of convenient transportation to and from John Wayne Airport. The resulting parcel will retain its General CG General Plan Land Use Element designation, consistent with the surrounding properties fronting South Bristol Street. The project is consistent with various General Plan Land Use Element goals and policies that reference commercial properties or the Santa Ana Heights Specific Plan. The General Plan Land Use Element refers to Santa Ana Heights once by name, specifically within Policy LU 3.3 (Opportunities for Change). For the Santa Ana Heights district, Land Use Element Policy LU 3.3 encourages the use of properties consistent with the adopted Specific Plan and Redevelopment Plan. As discussed below, the Project is consistent with the Santa Ana Heights Specific Plan and is therefore consistent with Policy LU 3.3. General Plan Land Use Element Policy LU 2.4 (Economic Development) encourages uses that maintain or enhance Newport Beach’s fiscal health and account for market demands, while maintaining and improving the quality of life for current and future residents. Allowing the redevelopment of the Properties to support a more efficient car wash and shuttle service will generate revenue for the City while providing a valuable service to residences of Newport Beach without changing the character of Santa Ana Heights. Santa Ana Heights Specific Plan The Properties are in the Santa Ana Heights Specific Plan Zoning District with the land use designation General Commercial (SP-7 GC). Within SP-7 GC, automobile parking lots are an allowed use subject to the approval of a minor use permit and automobile washing is an allowed use subject to the approval of a conditional use permit. While an airport shuttle service is not explicitly listed as an allowed use, Section 20.90.110 of the NBMC allows for any other use that the Planning Commission finds consistent with the purpose and intent of this district. Given the past approvals for the airport shuttle by both the City and County, the airport shuttle service use is consistent with the purpose and intent of the SP-7 GC. 7 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 6 Zoning Code The Project complies with the site development standards of SP-7 GC including Floor Area Ratio (FAR), building site area, building height, and setbacks. Table 1 – Development Standards Development Standard Standard Proposed Setbacks (min.) Front 0 feet 89 feet (car wash) 10 feet (existing reception) Side (left) 0 feet 83 feet (car wash) 52 feet (existing reception) Side (right) 0 feet 81 feet (car wash) 170 feet (existing reception) Rear 10 feet 85 feet (car wash) 176 feet (existing reception) Building Site Area (min.) No minimum 55,510 square feet Floor Area Ratio (max.) .5 FAR .09 FAR Height (max.) 35 feet 20 feet (car wash) 13’-6” (existing reception) The site will also be reconfigured to provide two driveway approaches, eliminating a third driveway. The northerly approach will serve as the main entrance for customers dropping off their vehicle and boarding the airport bound shuttle. The southerly approach will be used by the shuttle exiting the property. A 121-square-foot trash enclosure with solid walls and a roof is proposed along the southerly property line, outside of the required rear setback. Figure 2 on the next page shows the location of proposed site improvements. The elimination of one of the driveway approaches is considered beneficial as it improves the efficiency of the roadway and reduces potential vehicle conflicts. NBMC Section 20.90.110(F)(10) requires all commercial uses and their related products to be contained entirely within a completely enclosed structure, except for parking and loading areas, and for outdoor uses expressly permitted by a use permit. Vehicle detailing will occur outside of the car wash building, in the outdoor detailing bays. The detailing bays are located behind the car wash facility and will not be visible to motorists along South Bristol Street. While the vacuuming out of car interiors will happen within the outdoor detailing bays, the vacuum equipment (i.e., motors) has been located within the interior of the car wash building to help prevent excessive noise generation. The Applicant has provided an acoustical analysis that analyzes current noise levels and projected noise levels. The analysis is discussed in greater detail in the following section. 8 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 7 Figure 2 –Proposed Site Plan with car wash shaded with orange, outdoor detailing bays with yellow, and trash enclosure with maroon. Landscaping is proposed in key areas along the front and rear of the property to provide buffering and screening. The remainder of the parking lot is not landscaped. The parking lot is not accessible to customers and is essentially private. The Applicant intends to install five (5) bioretention flow-through planters to address water quality issues. These improvements represent more than a threefold increase in landscape area over the existing condition. Conditional of Approval no. 10 in the draft resolution requires all new landscaping to comply with NBMC Chapter 14.17 (Water Efficient Landscape Ordinance). As the Properties abut the REQ District, a 6-foot-tall slump masonry wall is required along the entire length of the rear property line along with a 10-foot landscape buffer area. The proposed buffer design is in accordance with NBMC Section 20.90.030, Exhibit 20.90-7, shown in Figure 3 below. Car Wash Detailing Bays Trash Enclosure 9 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 8 Figure 3 –Required buffer between Residential Equestrian properties and commercial properties. Acoustical Analysis Due to the operational characteristics of automobile washing, the potential for noise generation, and the proximity to residential zoning districts, an acoustical analysis was provided by the applicant and is available as Attachment No. PC 3. The acoustical analysis, prepared by Eilar Associates, Inc. and dated October 25, 2022, assessed noise impacts from proposed equipment at the facility to determine if project design features are necessary to reduce noise impact to sensitive receptors such as the REQ property behind. The report concluded that if the car wash entrance and exit doors are closed during the operation of car wash equipment, noise levels are expected to meet applicable limits of the NBMC and General Plan at all surrounding property lines. Figure 4 below shows the anticipated travel of noise through the project site and the receptor locations used by Eilar Associates for the purpose of evaluating noise impacts. 10 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 9 Figure 4 – Project site with anticipated noise impacts shown. Noise impacts at off-site receivers are expected to be significantly reduced in comparison with the noise levels generated by the existing car wash equipment. Condition of Approval No. 4 has been included to require doors to be closed during operation of the car wash. It is critical that the car wash doors remain closed as the conclusion of the acoustical analysis is not valid if the car wash doors are open during operations. Parking Parking requirements for the SP-7 GC Zoning District are in accordance with Section 20.40.040 (Off-Street Parking Spaces Required) of the NBMC. Table 3-10 of Section 20.40.040 provides a parking rate of one per 250 sq. ft. of net floor area for office uses and an automobile washing rate of one per 200 sq. ft. of office or lounge area; plus queuing for five cars per washing station. Using the one per 250 sq. ft. of net floor area ratio, the shuttle service reception office would require a minimum of three parking spaces. Given the car wash is not accessed by the public (i.e., there is no lounge or queuing area), it would not require customer parking. The previous Use Permit required four on-site parking spaces to be available to customers. Provided the nature of the operation (i.e., a valet parking lot) and the fact the public will not be accessing the car wash behind the security gates, only the shuttle service office shall require parking. 11 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 10 Figure 5 –Proposed Site Plan with customer parking shaded in purple. As shown in Figure 5, there is a small parking area provided at the northerly entrance, prior to the security gates. Customers will park within this area, check in for shuttle service, and then shuttled to the airport. The four spaces provided within this area meets the parking requirements for the Project. No improvements are proposed to this parking area. The Public Works Department reviewed the site plan and did not issue corrections or conditions of approval to improve the existing parking area. Lot Merger and Waiver of Parcel Map Findings In accordance with Sections 19.68.030 (Lot Mergers) of the NBMC, the following findings must be made in order to recommend approval of a Lot Merger: 1. Approval of the merger will not, under the circumstances of this particular case, be detrimental to the health, safety, peace, comfort and general welfare of persons residing or working in the neighborhood of such proposed use or be detrimental or injurious to property and improvements in the neighborhood or the general welfare Customer Parking 12 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 11 of the City, and further that the proposed lot merger is consistent with the legislative intent of this title. 2. The lots to be merged are under common fee ownership at the time of the merger. 3. The lots as merged will be consistent or will be more closely compatible with the applicable zoning regulations and will be consistent with other regulations relating to the subject property including, but not limited to, the General Plan and any applicable Coastal Plan or Specific Plan. 4. Neither the lots as merged nor adjoining parcels will be deprived of legal access as a result of the merger. 5. The lots as merged will be consistent with the pattern of development nearby and will not result in a lot width, depth or orientation, or development site that is incompatible with nearby lots. In making this finding, the review authority may consider the following: a. Whether the development of the merged lots could significantly deviate from the pattern of development of adjacent and/or adjoining lots in a manner that would result in an unreasonable detriment to the use and enjoyment of other properties. b. Whether the merged lots would be consistent with the character or general orientation of adjacent and/or adjoining lots. c. Whether the merged lots would be conforming or in greater conformity with the minimum lot width and area standards for the zoning district. The Properties are located within the 2100-2200 block of South Bristol Street and are all owned-in-common by Fletcher Jones. The 2100-2200 block is developed with commercial buildings that front South Bristol Street. Being within an urbanized area of the city, the Properties are adequately served by existing utilities. Subsection 20.90.110(F) (Site Development Standards) of the NBMC establishes the minimum standards required for lot creation within the SP-7 GC Zoning District. There is no minimum lot width nor a minimum lot area required. Equally important, there is no maximum lot area provided. As the SP-7 GC Zoning District lacks minimum lot requirements, properties along South Bristol Street range considerably in both width and area from block to block. 13 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 12 Figure 6 – Similar sized parcels within the vicinity. The consolidated parcel results in an approximately 55,510 square-foot property with 248 feet of South Bristol Street frontage. As shown in Figure 5, there are properties with comparable dimensions within the vicinity of the project. 2290 South Bristol Street is developed with over 180 feet of South Bristol Street frontage. The property at 2290 South Bristol Street shares an entrance driveway with 2300 South Bristol Street. Together, these two properties create the appearance of a contiguous property with over 300 feet of frontage and a site area of 60,249 square feet. While 2072 South Bristol Street only has 165 feet of South Bristol Street frontage, the property is similarly sized to the project site and measures approximately 51,500 square feet in area. Larger parcels than the project site exist within the South Bristol Street corridor. The property at 2424 South Bristol Street, while zoned Santa Ana Heights Professional and Administrative Office (PA), measures approximately 90,000 square feet in area. The development standards allow for a wide range of lot configurations that ultimately support whatever commercial business is proposed for the property. The Lot Merger will not create a parcel that is larger than the surrounding commercial properties within the South Bristol Street corridor nor will it result in a change to the existing pattern of development nor disrupt the character or livability of the neighborhood. 2424 South Bristol Street 2900 and 2300 South Bristol Street 2072 South Bristol Street Project Site 14 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 13 Waiver of Parcel Map Requirement In accordance with Section 19.08.30(A)(3) (Waiver of Parcel Map Requirement) of the NBMC, the Planning Commission may approve a waiver of the parcel map requirement in cases where no more than three (3) parcels are eliminated. The following finding and facts in support of such finding are set forth: 1. The proposed division of land complies with requirements as to area, improvement and design, flood water drainage control, appropriate improved public roads and property access, sanitary disposal facilities, water supply availability, environmental protection, and other applicable requirements of this title, the Zoning Code, the General Plan, and any applicable Coastal Plan or Specific Plan. The Lot Merger complies with the requirement above and a Tentative Parcel Map is not required. Use Permit Findings In accordance with NBMC Section 20.52.020(F) (Conditional Use Permits and Minor Use Permits – Findings and Decision), the Planning Commission must make the following findings for approval for a conditional use permit: 1. The use is consistent with the General Plan and any applicable specific plan. 2. The use is allowed within the applicable zoning district and complies with all other applicable provisions of the Zoning Code and the Municipal Code. 3. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity. 4. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities. 5. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. The project has been reviewed by the Public Works Department, the Building Division including review by the Electrical/Mechanical/Plumbing plan checker and Engineering Geologist, and by the Fire/Life Safety Division. Recommended conditions of approval from the departments have been incorporated into the draft resolution to help prevent conflicts with the surrounding land uses. The Code and Water Quality Division reviewed 15 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 14 the proposed project and did not indicate that there are any existing issues with the shuttle service. Given the past performance of the use and the incorporated conditions of approval, it is unlikely that granting this approval will result in any negative impacts to surrounding uses. Aside from the reduction in noise impacts discussed earlier, other benefits to the community are likely to result from the project. For example, the project should result in improvements to water quality. The former Enterprise Rent-A-Car site provides no bio-infiltration capacities. The landscaping installed as part of the project not only provides softening and screening in an area that generally lacks plantings, but it helps keep stormwater onsite and encourages percolation and evaporation. For stormwater that does leave the site, the replacement of the existing carwash with a fully enclosed car wash should help prevent contamination by keeping stormwater fully separated from the commercial activity. Additionally, the elimination of a driveway to South Bristol Street is considered beneficial from a traffic perspective. To help prevent impacts to the neighboring residential uses, the original approval from the County of Orange contained a condition of approval that prevented the shuttle bus from using the streets in the residentially designated areas of Residential Equestrian (REQ) and Residential Single Family (RSF) for regular trips when going to and coming back from the airport. While the ease of access to South Bristol Street and John Wayne Airport from the location should ensure that the use will not impact nearby residential areas, the prohibition has been continued as Conditional of Approval No. 5. Ultimately the project reconfigures an existing operation, replaces an older car wash with a modern, fully enclosed, car wash. The location, size, design and operating characteristics of the Project will not create unusual noise, traffic, or other detrimental conditions that would be incompatible with the other permitted uses in the vicinity. Alternatives Staff recommends approval of the project based on the facts to support the required findings and the associated conditions of approval. The following alternative actions are available to the Commission: 1.The Planning Commission may suggest physical design or operational changes to the project to alleviate any concerns. If any requested changes are substantial, the Planning Commission should continue the item to a future meeting to allow the Applicant to address the issues through a redesign or additional analysis. 2.If the Planning Commission believes that there are insufficient facts to support the findings for approval, Planning Commission must deny the application and provide facts in support of denial to be included in a resolution. 16 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 15 Environmental Review This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 Class 1 (Existing Facilities), Section 15302 Class 2 (Replacement or Reconstruction), and Section 15315 (Minor Land Divisions) under Class of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3 because it has no potential to have a significant effect on the environment. The Class 1 exemption exempts the operation, repair, maintenance, permitting, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use. The Class 2 exemption exempts replacement or reconstruction of existing commercial structures where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced. The project reconfigures an existing operation and replaces an older car wash with a 4,293-square- foot car wash. There is no increase proposed for the number of shuttle trips to the airport and staff does not propose to limit the number of shuttle trips. The new car wash realistically should also not result in an increase to the number of cars washed as the primary draw for customers is the airport shuttle. The Project is consistent with the intent of the Class 1 and Class 2 exemption. Class 15 exempts lot mergers when the land is in an urbanized area, zoned residential, commercial, or industrial, the properties are in compliance with the General Plan and Zoning and no deviations are requested, all services and access to the proposed parcel are provided, the parcel was not involved in a division of a larger parcel within the two previous years, and the parcel does not have an average slope greater than 20 percent. The Project complies with the conditions specified above as the Properties are relatively flat, located within an urbanized area, and are zoned commercial. They are adequately served by existing utilities, legal access is provided, none of the properties have been involved in the division of a larger parcel within the last two years, and no deviations are requested. Public Notice Notice of this hearing was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways) including the applicant, and posted on the subject property at least 10 days before the scheduled meeting, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the city website. 17 Fletcher Jones Airport Shuttle and Car Wash (PA2022-128 Planning Commission, February 23, 2023 Page 16 Prepared by: Submitted by: BMZ/jp ATTACHMENTS PC 1 Draft Resolution with Findings and Conditions PC 2 Planning Director’s Use Permit No. UP2005-009 (PA2005-037) PC 3 Acoustical Study PC 4 Applicant’s Project Description PC 5 Lot Merger Exhibits PC 6 Project Plans 01/18/23 18 Attachment No. PC 1 Draft Resolution with Findings and Conditions 19 INTENTIONALLY BLANK PAGE20 RESOLUTION NO. PC2023-010 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH, CALIFORNIA, APPROVING A LOT MERGER TO CONSOLIDATE THREE CONTIGUOUS PARCELS AND CONDITIONAL USE PERMIT TO RENOVATE AN AIRPORT SHUTTLE FACILITY AND CAR WASH LOCATED AT 2172, 2192, AND 2222 SOUTH BRISTOL STREET (PA2022-128) THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Allegro Civil Engineers PLLC (originally CaliChi Design Group) (“Applicant”), concerning properties located at 2172, 2192, and 2222 South Bristol Street, and legally described as the northeasterly half of Lot 143, Tract No. 706, the southeasterly one-half of Lot 143, Tract No. 796, and the southeasterly half of Lot 142 of Tract No. 706, Harbor View Addition to Santa Ana Heights, in the City of Newport Beach, County of Orange, State of California, as per Map Recorded in Book 21, Page 25 of Miscellaneous Maps, in the Office of the County Recorder of Orange County, California ("Properties”). 2. The Properties are currently used by Fletcher Jones Motorcars as a single operation providing a valet parking and airport shuttle service with car washing for preferred owners. 3. The Applicant proposes consolidation of three existing parcels to create one parcel, renovation of the airport shuttle, and construction of a car wash which require the following approval: • Lot Merger (“Lot Merger”) – The Lot Merger is required for the consolidation of three existing parcels to create one approximately 55,510 square-foot parcel; • Conditional Use Permit (“Conditional Use Permit”) – The Conditional Use Permit is required to demolish multiple structures within the project boundaries, including an existing car wash and a former car rental facility, to construct a new, 4,293-square- foot, car wash building with outdoor detailing bays. Once effective and implemented, the Conditional Use Permit would supersede Planning Director’s Use Permit No. UP2005-009 (PA2005-037) (“Project”). 4. The Properties are categorized as General Commercial (CG) by the General Plan Land Use Element and are located within the Santa Ana Heights Specific Plan General Commercial (SP-7 GC) Zoning District. 5. The Properties are not located within the coastal zone; therefore a coastal development permit is not required. 21 Planning Commission Resolution No. PC2023-010 Page 2 of 18 01-17-23 6. A public hearing was held by the Planning Commission on February 23, 2023, in the City Council Chambers at 100 Civic Center Drive, Newport Beach, California. A notice of time, place and purpose of the public hearing was given in accordance with California Government Code Section 54950 et seq. (“Ralph M. Brown Act”) and Chapter 20.62 (Public Hearings) of the Newport Beach Municipal Code (“NBMC”). Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this public hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This Project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities), Section 15302 under Class 2 (Replacement or Reconstruction), and Section 15315 under Class15 (Minor Land Divisions) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3 because it has no potential to have a significant effect on the environment. 2. Class 1 exempts the operation, repair, maintenance, permitting, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use. The Applicant currently operates an airport shuttle with car washing. The Project reconfigures site operations. There is no increase proposed for the number of shuttle trips to the airport or the number of cars washed. The Project does not constitute an expansion of use beyond the existing condition. 3. Class 2 exempts replacement or reconstruction of existing commercial structures where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced. The Project will replace an existing car wash with a new, modern, car wash and is consistent with the intent of the Class 2 exemption. 4. Class 15 exempts lot mergers when the land is in an urbanized area, zoned residential, commercial, or industrial, the properties are in compliance with the General Plan and Zoning and no deviations are requested, all services and access to the proposed parcel are provided, the parcel was not involved in a division of a larger parcel within the two previous years, and the parcel does not have an average slope greater than 20 percent. The Project complies with the conditions specified above as the Properties are relatively flat, located within an urbanized area, and are zoned commercial. They are adequately served by existing utilities, legal access is provided, none of the properties have been involved in the division of a larger parcel within the last two years, and no deviations are requested. SECTION 3. REQUIRED FINDINGS. Lot Merger 22 Planning Commission Resolution No. PC2023-010 Page 3 of 18 01-17-23 In accordance with Section 19.68.030(H) (Lot Mergers – Required Findings) of the NBMC, the following findings and facts in support of the lot merger are set forth herein: Finding: A. Approval of the merger will not, under the circumstances of this particular case, be detrimental to the health, safety, peace, comfort and general welfare of persons residing or working in the neighborhood of such proposed use or be detrimental or injurious to property and improvements in the neighborhood or the general welfare of the City, and further that the proposed lot merger is consistent with the legislative intent of this title. Facts in Support of Finding: 1. The Properties are located within a commercial corridor on South Bristol Street. The Properties are all rectangular and each measure approximately 82.5 feet wide by 224 feet deep. The Properties are currently used by Fletcher Jones Motorcars as a single operation, providing a valet parking and airport shuttle service with car washing for preferred owners. The Lot Merger will not fundamentally change the operational characteristics of the Properties but will allow for a renovation of the Project site. The Lot Merger is not anticipated to generate any detrimental impacts to the surrounding neighborhood. 2. The Lot Merger will combine three commercial parcels by removing the interior lot lines. The merging of the three lots will not result in the creation of additional parcels. 3. The Project is within a developed area of the City. The Properties are improved with a commercial building for airport shuttle reception service, long term parking stalls, car wash infrastructure, and the former Enterprise/Hertz car rental building. The parcels were previously graded and paved to allow for site operations and they maintain an average slope of less than 20 percent. 4. The Lot Merger is consistent with the purpose and intent of Title 19 (Subdivisions) of the NBMC. Finding: B. The lots to be merged are under common fee ownership at the time of the merger. Fact in Support of Finding: The Properties are currently under common fee ownership, as evidenced in the individual Title Reports provided as part of the notarized Lot Merger application. Condition of Approval No. 2 requires the properties to remain under common fee ownership until the recordation of the Lot Merger. Finding: 23 Planning Commission Resolution No. PC2023-010 Page 4 of 18 01-17-23 C. The lots as merged will be consistent or will be more closely compatible with the applicable zoning regulations and will be consistent with other regulations relating to the subject property including, but not limited to, the General Plan and any applicable Coastal Plan or Specific Plan. Facts in Support of Finding: 1. The Properties are within the Santa Ana Heights Specific Plan General Commercial (SP- 7 GC) Zoning District. The SP-7 GC District provides regulations for the commercial areas along South Bristol Street and ensures the continuation of commercial uses which offer a wide range of goods and services to both the surrounding residential and business communities. Chapter 20.90.110 (General Commercial District: SP-7 (GC)) subsection (B) of the NBMC lists both an automobile parking lot and automobile washing as allowed uses within the SP–7 GC Zoning District. The proposed operations for the resulting lot are consistent with the purpose and intent of the zoning district. 2. The resulting parcel will retain its SP-7 GC Zoning District and its General Commercial (CG) General Plan Land Use Element category, consistent with the surrounding properties fronting South Bristol Street. 3. Subsection 20.90.110(F) (Site Development Standards) of the NBMC establishes the minimum standards required for lot creation within the SP-7 GC Zoning District. There is no minimum lot width nor a minimum lot area required. Equally important, there is no maximum lot area provided. The development standards allow for a wide range of lot configurations that ultimately support whatever commercial business is proposed for the property. 4. As the SP-7 GC Zoning District lacks minimum lot requirements, properties along South Bristol Street range considerably in both width and area from block to block. Lots and parcels within the block of the Properties typically have a minimum width of 80 feet fronting South Bristol Street. Both the adjacent block to the north and south however feature properties developed with larger South Bristol Street frontages. For example, 2290 South Bristol Street is developed with over 180 feet of frontage. The property at 2290 South Bristol Street shares an entrance driveway with 2300 South Bristol Street. Together, these two properties create the appearance of a contiguous property with over 300 feet of frontage. The proposed Lot Merger, with a total lot width of 248 feet, will not appear out of scale or inconsistent with the properties of the surrounding neighborhood. 5. The consolidated parcel results in an approximately 55,510 square-foot property. Similarly sized lots and parcels exist within the surrounding area. For example, the property at 2072 South Bristol Street measures approximately 51,500 square feet in area. The properties at 2900 South Bristol Street and 2300 South Bristol Street, with their shared entrance creating the appearance of a contiguous property, measure 60,249 square feet in area. Furthermore, larger lots exist within the South Bristol Street corridor. The property at 2424 South Bristol Street, while zoned Santa Ana Heights Professional and Administrative Office (PA), measures approximately 90,000 square feet in area. The Lot Merger will not create 24 Planning Commission Resolution No. PC2023-010 Page 5 of 18 01-17-23 a lot larger than the surrounding commercial properties within the South Bristol Street corridor. 6. The Properties are not in the coastal zone, therefore no Coastal Land Use Policies apply. Finding: D. Neither the lots as merged nor adjoining parcels will be deprived of legal access as a result of the merger. Fact in Support of Finding: Legal access for the merged parcel will continue to be provided from South Bristol Street. No adjoining parcels will be deprived of legal access as a result of the merger. Finding: E. The lots as merged will be consistent with the pattern of development nearby and will not result in a lot width, depth or orientation, or development site that is incompatible with nearby lots. In making this finding, the review authority may consider the following: a. Whether the development of the merged lots could significantly deviate from the pattern of development of adjacent and/or adjoining lots in a manner that would result in an unreasonable detriment to the use and enjoyment of other properties. b. Whether the merged lots would be consistent with the character or general orientation of adjacent and/or adjoining lots. c. Whether the merged lots would be conforming or in greater conformity with the minimum lot width and area standards for the zoning district. Facts in Support of Finding: 1. The Properties are located within the 2100-2200 block of South Bristol Street. The 2100- 2200 block is developed with commercial buildings that front South Bristol Street. The proposed operations for the resulting parcel will continue to orient toward South Bristol Street. The Project will not result in a change to the existing pattern of development nor disrupt the character or livability of the neighborhood. 2. Facts 4 and 5 in Support of Finding C are hereby incorporated by reference. Waiver of Parcel Map In accordance with Section 19.08.30(A)(3) (Waiver of Parcel Map Requirement) of the NBMC, a waiver of the parcel map may be approved in cases where no more than three parcels are eliminated. The following finding and facts in support of such finding are set forth herein: 25 Planning Commission Resolution No. PC2023-010 Page 6 of 18 01-17-23 Finding: F. The proposed division of land complies with requirements as to area, improvement and design, flood water drainage control, appropriate improved public roads and property access, sanitary disposal facilities, water supply availability, environmental protection, and other applicable requirements of this title, the Zoning Code, the General Plan, and any applicable Coastal Plan or Specific Plan. Facts in Support of Finding: 1. Approval of the Lot Merger would remove the existing interior lot lines and allow for the Properties to be used as a single site. The Project does not result in the elimination of more than three lots or parcels. 2. The resulting parcel from the Lot Merger would comply with all design standards and improvements required for new subdivisions by Title 19 (Subdivisions), Title 20 (Planning and Zoning), and General Plan. 3. The merged parcel is within an urban environment and will be served by existing public utilities. 4. All future improvements on the Properties will be required to comply with the development standards of the Santa Ana Heights Specific Plan, the NBMC, and General Plan. 5. Facts 3, 4, and 5 in support of Finding C are incorporated by reference. 6. The Fact in support of Finding D is incorporated by reference. Conditional Use Permit In accordance with Section 20.52.020(F) (Findings and Decision) of the NBMC, the following findings and facts in support of such findings for a use permit are set forth herein: Finding G. The use is consistent with the General Plan and any applicable specific plan. Facts in Support of Finding: 1. The General Plan land use category for the Properties is General Commercial (CG). The General Commercial (CG) category is intended to provide for a wide variety of commercial activities oriented primarily to serve citywide or regional needs. The Fletcher Jones airport shuttle service provides both local and regional customers with the beneficial service of convenient transportation to and from John Wayne Airport. The valet parking lot provides secure vehicle storage and car washing while customers are 26 Planning Commission Resolution No. PC2023-010 Page 7 of 18 01-17-23 away. Travelers to and from the airport require transportation and the Project helps meet that need. 2. Existing car wash infrastructure and the former Enterprise/Hertz rental car office will be demolished. The consolidated lot will be reconfigured to construct a new 4,293 square-foot car wash facility. The car wash floor plan features an 82-foot-long car wash tunnel with doors at either opening, car wash and vacuuming equipment, storage and utility rooms, an employee restroom, a 1,296 square-foot garage for company vehicles, and outdoor detailing bays. The 696 square-foot shuttle service reception office will remain. 3. The Properties are in the Santa Ana Heights Specific Plan General Commercial (SP-7 GC) Zoning District, which intends to provide for the orderly and balanced development of the community consistent with the Santa Ana Heights Specific Plan’s adopted land use designations. In accordance with Section 20.90.110 (General Commercial District: SP-7 (GC)) of the NBMC, automobile parking lots are an allowed use subject to the approval of a minor use permit and automobile washing is an allowed use subject to the approval of a conditional use permit. While a shuttle service is not explicitly listed as an allowed use, Section 20.90.110 of the NBMC allows for any other use which the Planning Commission finds consistent with the purpose and intent of this district. The airport shuttle service historically has been found consistent with the purpose and intent of the Santa Ana Heights Specific Plan. In 2002, the County of Orange approved Planning Activity No. PA01-0118 to establish the airport shuttle operation at 2172 South Bristol Street. The application expired due to inaction by the Applicant and the use was subsequently reauthorized on April 8, 2005, by the City of Newport Beach through the approval of Planning Director’s Use Permit No. UP2005-009 (PA2005-037). 4. General Plan Land Use Element Policy LU 2.4 (Economic Development) encourages uses that maintain or enhance Newport Beach’s fiscal health and account for market demands, while maintaining and improving the quality of life for current and future residents. Allowing the redevelopment of the Properties to support a more efficient car wash and shuttle service will generate revenue for the City while providing a valuable service to residences of Newport Beach. 5. The General Plan Land Use Element makes reference to Santa Ana Heights once by name, specifically within Policy LU 3.3 (Opportunities for Change). For the Santa Ana Heights district, Land Use Element Policy LU 3.3 encourages the use of properties consistent with the adopted Specific Plan and Redevelopment Plan. The Project is consistent with the Santa Ana Heights Specific Plan and is therefore consistent with Policy LU 3.3. Finding H. The use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code. Facts in Support of Finding 27 Planning Commission Resolution No. PC2023-010 Page 8 of 18 01-17-23 1. The Properties consist of three individual parcels formerly under the permit jurisdiction of the County of Orange. While the parcels are legally separate, they have been used as a single building site for years and will be merged. The 2172 South Bristol Street property is developed with the shuttle service reception office and 52 parking spaces. The 2192 South Bristol Street property is developed with car wash infrastructure and primarily provides car washing for airport shuttle service customers along with additional parking spaces for the shuttle service. The 2222 South Bristol Street property historically operated as an Enterprise/Hertz Rental Car facility prior to acquisition by the current owner and currently provides additional parking spaces. Both the existing car wash infrastructure and the rental car building will be demolished as part of the Project. 2. The Project complies with the site development standards of the General Commercial (CG) General Plan designation including Floor Area Ratio (FAR), building site area, building height, and setbacks. a. The Applicant will construct a 4,293 square-foot car wash facility. Together with the existing 695 square foot shuttle service center, the Properties will be developed with 4,988 square feet of gross floor area resulting in an FAR of .09. The proposed FAR is well below the maximum FAR limit of .5. b. Facts 4 and 5 regarding building site area in support of Finding C are incorporated herein by reference. c. The Project meets the minimum required setbacks, which are no minimum required for the front, no minimum required for the sides, and a minimum rear setback of ten feet, which is required due to the adjacent REQ property. d. The building height of the proposed car wash facility is 20 feet above the existing grade, whereas, the maximum height limit for the district is 35 feet. 3. The Properties will be reconfigured to provide two driveway approaches. The northerly approach will serve as the main entrance for customers dropping off their vehicle and boarding the airport bound shuttle. The southerly approach will be used by the shuttle exiting the Properties. As required per Section 20.90.110(F)(5), the driveway approaches shall be separated by a minimum of 22 feet from any existing approaches. The site plan and proposed approaches were reviewed by the Public Works Department to ensure compliance with City Standards for driveway widths and site distance requirements. 4. Section 20.90.110(F)(9) of the NBMC requires the storage of all trash and related containers within a 6-foot tall trash enclosure. A 121-square-foot trash enclosure with solid walls and a roof is proposed along the southerly property line, outside of the required rear setback. 5. Section 20.90.110(F)(10) of the NBMC requires all commercial uses and their related products to be contained entirely within a completely enclosed structure, except for parking and loading areas, and for outdoor uses expressly permitted by a use permit. Vehicle detailing will occur outside of the car wash building, in the outdoor detailing bays. The detailing bays are located behind the car wash facility and will not be visible to motorists along South Bristol Street. Landscaping along the rear property line should screen the 28 Planning Commission Resolution No. PC2023-010 Page 9 of 18 01-17-23 activity from the adjacent uses. While vacuuming of car interiors will occur in the outdoor detailing bays, the vacuum equipment has been located within the interior of the car wash building to help prevent excessive noise generation. 6. As the Properties abut the Residential Equestrian (REQ) District, a 6-foot-tall slump masonry wall is required along the entire length of the rear property line along with a 10- foot landscape buffer area. The buffer design is in accordance with Section 20.90.030 (Design Guidelines) of the NBMC, Exhibit 15. 7. The consolidated parcel will be resurfaced and restriped to provide a total of 83 parking spaces. The parking lot will have security fencing along the permitter and strategically placed gates to prevent the public or customers from accessing the main parking and storage area and car wash behind the gates. There is a small, four parking space, parking area provided at the northerly entrance, prior to the security gates. Customers will park within this area, check in for shuttle service, and then be shuttled to the airport. Employees will valet cars to any of the available 79 spaces behind the security fencing. At no time will the public be permitted behind the security gates. While parked at the facility, staff will wash and detail customer vehicles. 8. Parking requirements within the General Commercial (GC) District of the Santa Ana Heights Specific Plan are in accordance with Section 20.40.040 (Off-Street Parking Spaces Required) of the NBMC. Table 3-10 of Section 20.40.040 provides a parking rate of one per 250 sq. ft. of net floor area for office uses and an automobile washing rate of one per 200 sq. ft. of office or lounge area; plus queuing for five cars per washing station. The shuttle service reception office would require a minimum of three parking spaces. Given the car wash is not accessed by the public (i.e., there is no lounge or queuing area), it would not require customer parking. The previous Use Permit required four on-site parking spaces be available to customers. Provided the nature of the operation (i.e., a valet parking lot) and the fact the public will not be accessing the car wash behind the security gates, only the shuttle service office shall require parking and the four provided spaces meet the requirements for the Project. 9. Signage for the Project will be under separate review and permit and in accordance with Section 20.90.110 (General Commercial District: SP-7 (GC)) subsection (D)(3) of the NBMC. 10. Landscaping is proposed in key areas along the front and rear of the Properties to provide buffering and screening. The remainder of the parking lot is not landscaped. The parking lot is not accessible to customers and is essentially private. The Applicant intends to install five bioretention flow-through planters. These improvements represent more than a threefold increase in landscape area over the existing condition. All new landscaping shall comply with Chapter 14.17 (Water Efficient Landscape Ordinance) of the NBMC. Finding I. The design, location, size, and operating characteristics of the use are compatible with the allowed uses in the vicinity. 29 Planning Commission Resolution No. PC2023-010 Page 10 of 18 01-17-23 Facts in Support of Finding 1. The Properties are bordered by South Bristol Street and the 73 Corona del Mar Freeway to the east, commercial properties General Commercial (GC) to the north and south, and properties designated BP Business Park and Residential Equestrian (REQ) to the west. 2. Hours of operation for both the shuttle service and the car wash are proposed from 5:00 a.m. to 9:00 p.m., Monday through Saturday; and 6:00 a.m. to 9:00 p.m., Sunday. No after- hours pick-ups or drop-offs are proposed. No more than four employees are proposed for any one shift. 3. Due to the operational characteristics of automobile washing, the potential for noise generation, and the proximity to residential zoning districts, an acoustical analysis was provided by the Applicant. The acoustical analysis, prepared by Eilar Associates, Inc. and dated October 25, 2022, assessed noise impacts from proposed equipment at the facility to determine if project design features are necessary to reduce project-related noise impacts. The report concluded that if the car wash entrance and exit doors are closed during the operation of car wash equipment, noise levels are expected to meet applicable limits of NBMC and General Plan at all surrounding property lines. Furthermore, when doors are closed during the operation of the car wash, noise impacts at off-site receivers are expected to be significantly reduced in comparison with noise levels generated by the existing car wash equipment that will be removed as part of the proposed project. Condition of Approval no. 4 has been included to require doors to be closed during operation of the car wash. It is critical that the doors remain closed as the conclusion of the acoustical analysis is not valid if the doors are open during operations. 4. In accordance with Section 20.30.080 (Noise) of the NBMC, deliveries, loading, and unloading, opening/closing or other handling of boxes, crates, containers, building materials, trash receptacles, or similar are not allowed between the hours of 10 p.m. and 7 a.m. on weekdays and Saturdays and between the hours of 10 p.m. and 9 a.m. on Sundays and federal holidays. No after-hours customer pick-ups or drop-offs are proposed. 5. The Project proposes new onsite lighting in proximity with the property lines. Condition of Approval No. 18 requires that prior to the issuance of a building permit, the Applicant demonstrate through a photometric study that all exterior lighting has been designed and located so that all direct rays are confined to the Property. While the lighting is proposed to be left in a low, security output, mode at night, Condition of Approval No. 17 authorizes the Community Development Director to require the lighting be dimmed if found to be a nuisance. 6. The original approval from the County of Orange contained a condition of approval that prevented the shuttle bus from using the streets in the residentially designated areas of Residential Equestrian (REQ) and Residential Single Family (RSF) for regular trips when going to and coming back from the airport. To prevent impacts to neighboring residential properties, this prohibition has been continued as Conditional of Approval No. 5. 30 Planning Commission Resolution No. PC2023-010 Page 11 of 18 01-17-23 7. The location, size, design and operating characteristics of the Project will not create unusual noise, traffic, or other detrimental conditions that would be incompatible with the other permitted uses in the vicinity. Finding J. The site is physically suitable in terms of design, location, shape, size, operating characteristics, and the provision of public and emergency vehicle (e.g., fire and medical) access and public services and utilities. Fact in Support of Finding The Properties are within a developed neighborhood and should be adequately served by existing utilities. The Project essentially reconfigures an existing operation and provides a more modern and efficient layout which ultimately should benefit first responders in the event of an emergency situation. Finding K. Operation of the use at the location proposed would not be detrimental to the harmonious and orderly growth of the City or endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of persons residing or working in the neighborhood of the proposed use. Facts in Support of Finding 1. The Project has been reviewed by the Public Works Department, the Building Division including review by the Electrical/Mechanical/Plumbing plan checker and Engineering Geologist, and by the Fire/Life Safety Division. Recommended conditions of approval to help ensure that potential conflicts with the surrounding land uses are minimized to the greatest extent possible have been incorporated into Exhibit “A.” 2. All Facts in Support of Findings G, H, and I incorporated herein by reference. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach hereby finds this Project is categorically exempt from the California Environmental Quality Act pursuant to Section 15301 under Class 3 (New Construction or Conversion of Small Structures) and Class 15 (Minor Land Divisions) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3 because it has no potential to have a significant effect on the environment and the exceptions to the Class 3 exemption do not apply in this case. 31 Planning Commission Resolution No. PC2023-010 Page 12 of 18 01-17-23 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal is filed with the City Clerk in accordance with the provisions of Title 20 (Planning and Zoning) of the NBMC. 3. This resolution supersedes Planning Director’s Use Permit No. UP2005-009 (PA2005- 037), which upon vesting of the rights authorized by this lot merger and conditional use permit, shall become null and void. PASSED, APPROVED, AND ADOPTED THIS 23RD DAY OF FEBRUARY, 2023. AYES: NOES: ABSTAIN: ABSENT: BY:_________________________ Curtis Ellmore, Chair BY:_________________________ Sarah Klaustermeier, Secretary 32 Planning Commission Resolution No. PC2023-010 Page 13 of 18 01-17-23 EXHIBIT “A” CONDITIONS OF APPROVAL (Project-specific conditions are in italics) Planning Division 1. The development shall be in substantial conformance with the approved site plan, floor plans, and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. Hours of operation for both the shuttle service and car wash are limited to 5 a.m. to 9 p.m., Monday through Saturday; and 6 a.m. to 9 p.m., Sunday. 3. Customers and the public are prohibited from accessing the parking lot and car wash behind the security gates. 4. Car wash doors must be closed during operation of the car wash. 5. The shuttle bus driver shall be instructed not to use the streets in the residential designated areas (REQ and RSF) of the Santa Ana Heights Specific Plan for regular trips when going to and coming back from the airport. 6. Until recordation of the lot merger, the two (2) lots shall be held entirely under one (1) common fee ownership. 7. The project is subject to all applicable City ordinances, policies, and standards unless specifically waived or modified by the conditions of approval. 8. The Applicant shall comply with all federal, state, and local laws. A material violation of any of those laws in connection with the use may be caused the revocation of this use permit. 9. All proposed signs shall be in conformance with the approved Comprehensive Sign Program for the project site and provisions of Section 20.90.110 (General Commercial District: SP-7 (GC)) subsection (D)(3) of the NBMC. 10. This Conditional Use Permit and Lot Merger shall expire unless exercised within 24 months from the date of approval as specified in Section 20.91.050 of the Newport Beach Municipal Code unless an extension is otherwise granted. 11. This Conditional Use Permit may be modified or revoked by the Planning Commission should they determine that the proposed uses or conditions under which it is being operated or maintained are detrimental to the public health, welfare, or materially injurious to property or improvements in the vicinity or if the property is operated or maintained to constitute a public nuisance. 33 Planning Commission Resolution No. PC2023-010 Page 14 of 18 01-17-23 12. Any change in operational characteristics, expansion in the area, or other modification to the approved plans, shall require an amendment to this Conditional Use Permit or the processing of a new Conditional Use Permit. 13. A copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans before issuance of the building permits. 14. Before the issuance of a building permit, the Applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Conditional Use Permit and Lot Merger file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Conditional Use Permit and Lot Merger and shall highlight the approved elements such that they are readily discernible from other elements of the plans. 15. Before the issuance of a building permit, the Applicant shall submit a landscape and irrigation plan prepared by a licensed landscape architect. These plans shall incorporate drought-tolerant plantings and water-efficient irrigation practices, and the plans shall be approved by the Planning Division. 16. All landscape materials and irrigation systems shall be maintained by the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 17. The site shall not be excessively illuminated based on the luminance recommendations of the Illuminating Engineering Society of North America, or, in the opinion of the Director of Community Development, the illumination creates an unacceptable negative impact on surrounding land uses or environmental resources. The Director may order the dimming of light sources or other remediation upon finding that the site is excessively illuminated. 18. Before the issuance of a building permit, the Applicant shall prepare a photometric study in conjunction with a final lighting plan for approval by the Planning Division. The survey shall show that lighting values are “1” or less at all property lines. 19. Before the issuance of a building permit, the Applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 20. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 and other applicable noise control requirements of the Newport Beach Municipal 34 Planning Commission Resolution No. PC2023-010 Page 15 of 18 01-17-23 Code. The maximum noise shall be limited to no more than depicted below for the specified periods unless the ambient noise level is higher: Between the hours of 7:00 AM and 10:00 PM Between the hours of 10:00 PM and 7:00 AM Location Interior Exterior Interior Exterior Residential Property 45dBA 55dBA 40dBA 50dBA Residential Property located within 100 feet of a commercial property 45dBA 60dBA 45dBA 50dBA Mixed Use Property 45dBA 60dBA 45dBA 50dBA Commercial Property N/A 65dBA N/A 60dBA 21. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or leasing agent. 22. Construction activities shall comply with Section 10.28.040 of the Newport Beach Municipal Code, which restricts hours of noise-generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday, and 8:00 a.m. and 6:00 p.m. on Saturday. Noise-generating construction activities are not allowed on Sundays or Holidays. 23. No outside paging system shall be utilized in conjunction with this establishment. 24. All trash shall be stored within the building or within dumpsters stored in the trash enclosure (three walls and a self-latching gate) or otherwise screened from view of neighboring properties, except when placed for pick-up by refuse collection agencies. The trash enclosure shall have a decorative solid roof for aesthetic and screening purposes. 25. Trash receptacles for patrons shall be conveniently located both inside and outside of the establishment, however, not located on or within any public property or right-of-way. 26. The exterior of the business shall be always maintained free of litter and graffiti. The owner or operator shall provide for daily removal of trash, litter debris, and graffiti from the premises and on all abutting sidewalks within 20 feet of the premises. 27. The Applicant shall ensure that the trash dumpsters and/or receptacles are maintained to control odors. This may include the provision of either fully self-contained dumpsters or periodic steam cleaning of the dumpsters if deemed necessary by the Planning Division. Cleaning and maintenance of trash dumpsters shall be done in compliance with the provisions of Title 14, including all future amendments (including Water Quality related requirements). 28. Deliveries and refuse collection for the facility shall be prohibited between the hours of 10:00 p.m. and 7:00 a.m. on weekdays and Saturdays and between the hours of 10:00 p.m. and 9:00 a.m. on Sundays and Federal holidays unless otherwise approved by the Director of Community Development and may require an amendment to this Use Permit. 35 Planning Commission Resolution No. PC2023-010 Page 16 of 18 01-17-23 29. Storage outside of the building in the front or at the rear of the property shall be prohibited, except for the required trash container enclosure. 30. A Special Events Permit is required for any event or promotional activity outside the normal operating characteristics of the approved use, as conditioned, or that would attract large crowds, involve the sale of alcoholic beverages, include any form of on-site media broadcast, or any other activities as specified in the NBMC to require such permits. 31. This approval shall expire and become void unless exercised within 24 months from the actual date of review authority approval, except where an extension of time is approved in compliance with the provisions of Title 20 Planning and Zoning of the Newport Beach Municipal Code. 32. To the fullest extent permitted by law, the Applicant shall indemnify, defend and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs, and expenses (including without limitation, attorney’s fees, disbursements, and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of Fletcher Jones Airport Shuttle and Car Wash including, but not limited to, the Conditional Use Permit and Lot Merger (PA2022-128). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorney’s fees, and other expenses incurred in connection with such claim, action, causes of action, suit, or proceeding whether incurred by the Applicant, City, and/or the parties initiating or bringing the such proceeding. The Applicant shall indemnify the City for all the City's costs, attorneys' fees, and damages that which City incurs in enforcing the indemnification provisions outlined in this condition. The Applicant shall pay to the City upon demand any amount owed to the City under the indemnification requirements prescribed in this condition. Fire Department 33. Automatic fire sprinklers shall be required for all new construction that exceeds 5,000 square feet in area (canopy included). The sprinkler system shall be monitored by a UL- certified alarm service company. 34. Prior to building permit issuance, the site plan shall be updated to show the required fire lane. Building Division 35. The Applicant is required to obtain all applicable permits from the City’s Building Division and Fire Department. The construction plans must comply with the most recent, City- adopted version of the California Building Code. The construction plans must meet all applicable State Disabilities Access requirements. 36 Planning Commission Resolution No. PC2023-010 Page 17 of 18 01-17-23 36. Before the issuance of a grading permit, the Applicant shall prepare and submit a Water Quality Management Plan (WQMP) for the proposed project, subject to the approval of the Building Division and Code and Water Quality Enforcement Division. The WQMP shall provide appropriate Best Management Practices (BMPs) to ensure that no violations of water quality standards or waste discharge requirements occur. 37. A list of “good housekeeping” practices will be incorporated into the long-term post- construction operation of the site to minimize the likelihood that pollutants will be used, stored, or spilled on the site that could impair water quality. These may include frequent parking area vacuum truck sweeping, removal of wastes or spills, limited use of harmful fertilizers or pesticides, and the diversion of stormwater away from potential sources of pollution (e.g., trash receptacles and parking structures). The Stage 2 WQMP shall list and describe all structural and non-structural BMPs. In addition, the WQMP must also identify the entity responsible for the long-term inspection, maintenance, and funding for all structural (and if applicable Treatment Control) BMPs. Public Works Department 38. The Lot Merger exhibits shall be submitted to the Public Works Department for final review and approval. All applicable fees shall be paid. 39. All improvements shall be constructed as required by Ordinance and the Public Works Department. 40. An encroachment permit shall be required for all work activities within the public right-of- way. 41. The Applicant shall reconstruct the concrete curb, gutter, and sidewalk along the entire length of the South Bristol Street frontage per City Standard. 42. Driveway approaches shall be constructed per City Standard. 43. The Project shall be reviewed by the Costa Mesa Sanitary District (CMSD) for all sewer improvements. 44. The Project shall be reviewed by the Irvine Ranch Water District (IRWD) for all water improvements. 45. Proposed parking layout shall be in accordance with City Standard 805. Prior to issuance of a building permit, the proposed parking layout shall be reviewed and approved by the City Traffic Engineer. Dead end drive aisle shall have a dedicated turn around space and a 5- foot minimum turnaround area. 46. Traffic pavement markings shall comply with the latest Caltrans Standard Plans and traffic signage shall comply with the latest California Manual of Uniform Traffic Control Decides (CAMUTCD). 37 Planning Commission Resolution No. PC2023-010 Page 18 of 18 01-17-23 47. Any damage to public improvements surrounding the development site by private construction shall be reconstructed at the discretion of the Public Works Inspector. 48. All improvements shall comply with City Standard 110 for sight distance requirements. 38 Attachment No. PC 2 Planning Director’s Use Permit No. UP2005-009 (PA2005-037) 39 INTENTIONALLY BLANK PAGE40 41 42 43 44 45 46 47 48 49 50 51 INTENTIONALLY BLANK PAGE52 Attachment No. PC 3 Acoustical Study 53 INTENTIONALLY BLANK PAGE54 Acoustical Analysis Report for Fletcher Jones Airport Shuttle Prepared for: Gensler Attention: James Spence 5005 Greenville Avenue Dallas, Texas 75206 Phone: 214-273-1500 Prepared by: Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 Phone: 760-738-5570 info@eilarassociates.com Job # S220309.2 Original Report: October 25, 2022 Revised: December 21, 2022 55 Table of Contents Page 1.0 Executive Summary 1 2.0 Introduction 1 2.1 Project Description 2.2 Project Location 2.3 Applicable Noise Regulations 3.0 Environmental Setting 2 3.1 Existing Noise Environment 3.2 Future Noise Environment 4.0 Methodology and Equipment 5 4.1 Methodology 4.2 Measurement Equipment 5.0 Noise Impacts 7 5.1 Noise Impacts from Proposed Car Wash Equipment 5.2 Change in Noise Levels from Existing Environment 6.0 Conclusion 9 7.0 Certification 9 8.0 References 10 Figures 1. Vicinity Map 2. Assessor’s Parcel Map 3. Satellite Aerial Photograph Showing Noise Measurement Locations 4. Topographic Map 5. John Wayne Airport Noise Contours Showing Project Location 6. Satellite Aerial Photograph Showing Site Plan, Equipment Noise Contours, and Source and Receiver Locations Appendices A. Project Plans B. Applicable Noise Regulations C. CadnaA and Mechanical Equipment Analysis Data and Results D. Manufacturer Data Sheets 56 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 1 1.0 Executive Summary The proposed project, Fletcher Jones Airport Shuttle, consists of the addition of a new car wash facility at the existing Fletcher Jones Airport Shuttle facility. The project site is located at 2222 Bristol Street in the City of Newport Beach, California. The purpose of this report is to assess noise impacts from proposed equipment at the facility and to determine if project design features are necessary and feasible to reduce project-related noise impacts to meet applicable noise limits. Noise limits specified within the City of Newport Beach Municipal Code must be met at neighboring noise-sensitive property lines. Calculations show that, with the proposed entrance and exit doors closed during operation of the car wash tunnel equipment, equipment noise levels are expected to meet applicable noise limits of the City of Newport Beach at all surrounding property lines. The tunnel entrance and exit doors must remain closed during operation of the car wash dryer equipment. In addition, with this condition met, noise impacts at off-site receivers are expected to be significantly reduced in comparison with noise levels generated by existing car wash equipment that will be removed as part of the proposed project. 2.0 Introduction This acoustical analysis report is submitted to satisfy the noise requirements of the City of Newport Beach. Its purpose is to assess noise impacts from on-site project-related mechanical noise sources and to determine if project design features are necessary to reduce the noise impacts to be compliant with applicable noise limits. All noise level or sound level values presented herein are expressed in terms of decibels (dB), with A-weighting, abbreviated "dBA," to approximate the hearing sensitivity of humans. Time-averaged noise levels are expressed by the symbol “LEQ.” Unless a different time period is specified, “LEQ” is implied to mean a period of one hour. Some of the data may also be presented as octave-band-filtered and/or A-octave-band-filtered data, which are a series of sound spectra centered about each stated frequency, with half of the bandwidth above and half of the bandwidth below each stated frequency. This data is typically used for machinery noise analysis and barrier calculations. 2.1 Project Description The proposed project, Fletcher Jones Airport Shuttle, consists of the addition of a new car wash facility at the existing Fletcher Jones Airport Shuttle facility. The existing car wash at the Fletcher Jones Airport Shuttle facility will be demolished. Additionally, a central vacuum unit is proposed on site just south of the proposed building. The proposed hours of operation for the car wash facility are 7 a.m. to 3 p.m., seven days a week. The proposed car wash equipment is the primary focus of this analysis, as it is expected to generate the most noise on site; however, vacuum equipment noise impacts were also evaluated in this analysis. For additional project details, please refer to the project plans, provided in Appendix A. 2.2 Project Location The project site is located at 2222 Bristol Street in the City of Newport Beach, California. The Assessor’s Parcel Numbers (APNs) for the site are 439-341-14, 439-341-15, and 439-352-15. The project site currently contains the Fletcher Jones Airport Shuttle Facility, which includes an existing car wash which will be demolished. The project site is surrounded by commercial use to the northwest and southeast, with residential use to the 57 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 2 southwest. For a graphical representation of the site, please refer to the Vicinity Map, Assessor’s Parcel Map, Satellite Aerial Photograph, and Topographic Map provided as Figures 1 through 4, respectively. 2.3 Applicable Noise Regulations The City of Newport Beach Municipal Code specifies noise limits based on the land use of the properties in question. The properties along the southwestern boundary of the project site have residential use and the properties to the northwest and southeast have commercial use. Section 10.26.025 of the Municipal Code states that, during daytime hours of 7 a.m. to 10 p.m., noise impacts to off-site receivers should not exceed 65 dBA at commercial properties and 55 dBA at residential properties. According to the Municipal Code, if the ambient noise levels on site exceed those specified in the code, the noise limit shall be the ambient noise level. Daytime ambient combined traffic and aircraft noise levels were calculated at surrounding receivers to determine daytime noise limits and are shown in Table 1. Receiver locations are shown in Figure 6. Table 1. Calculated Ambient Combined Traffic and Aircraft Noise Levels and Applicable Noise Limits Receiver Location Daytime Ambient Noise Level (dBA) Daytime Applicable Noise Limit (dBA) R1 Northwest 69 69 R2 Southwest 69 69 R3 Southwest 68 68 R4 Southeast 69 69 Pertinent sections of the City of Newport Beach Municipal Code are provided as Appendix B. 3.0 Environmental Setting 3.1 Existing Noise Environment Current exterior noise at the site consists primarily of roadway traffic on Bristol Street, Birch Street, and California State Route 73 (SR-73), in addition to noise associated with aircraft overflight from John Wayne Airport. The project site currently contains a small drive-through car wash system, which will be replaced by the proposed car wash. No other noise source is considered significant. 3.1.1 Existing Car Wash Equipment During the site visit on March 24, 2022, noise measurements of the existing on-site equipment were performed; the existing car wash was measured to have a sound pressure level of 90.1 dBA at a distance of 15 feet from the equipment. Although the existing car wash equipment will be removed as part of the proposed project, noise levels generated by this car wash have been considered in this analysis to determine the anticipated change in noise impacts. This comparison is detailed in Section 5.2. 3.1.2 Aircraft Overflight Noise Sources John Wayne Airport is located approximately 1,150 feet to the northwest of the proposed project site. According to the existing airport noise contours provided in the City of Newport Beach Noise Element to the General Plan, the project site lies between the 65 CNEL and 70 CNEL contour lines; therefore, the aircraft 58 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 3 noise impact at the project site is estimated to be approximately 68 CNEL. Please refer to Figure 5 for a graphical representation of these contours. According to the California Department of Transportation’s Technical Noise Supplement to the Traffic Noise Analysis Protocol (see reference), peak hour noise levels are typically found to be close to predicted CNEL values. Therefore, aircraft noise levels in CNEL have been considered to be representative of peak hour aircraft noise impacts that would be experienced at the subject property. 3.1.3 Roadway Traffic Sources Traffic volumes for Bristol Street South and Birch Street were provided by the City of Newport Beach Draft Environmental Impact Report General Plan 2006 Update (DEIR) and the traffic volume of SR-73 was provided by Caltrans (see references). Bristol Street South is a four-lane, one-way Primary Road running generally southeast along the northeast boundary of the project site. The posted speed limit is 45 mph. According to the DEIR, as of the year 2005, Bristol Street South carried a traffic volume of approximately 16,000 Average Daily Trips (ADT) in the vicinity of the project site (year 2005). Considering a one-percent expected growth rate, the current year 2022 traffic volume of Bristol Street South is expected to be 18,949 ADT. Birch Street is a four-lane, two-way Secondary Road running generally northeast-southwest to the northwest of the project site. The posted speed limit is 45 mph. According to the DEIR, Birch Street currently carries a traffic volume of approximately 15,000 ADT in the vicinity of the project site (year 2005). Considering a one- percent expected growth rate, the current (year 2022) traffic volume of Birch Street is expected to be 17,765 ADT. SR-73 is a seven-lane, two-way Freeway running generally northwest-southeast to the northeast of the project site. The posted speed limit is 65 mph. According to Caltrans, as of the year 2020, SR-73 carries a traffic volume of approximately 119,200 ADT in the vicinity of the project site (year 2020). Considering a one-percent expected growth rate, the (current year 2022) traffic volume of SR-73 is expected to be 121,596 ADT. No current or future truck percentages were available for Bristol Street South or Birch Street; however, based on neighboring and surrounding land use, roadway classification, professional experience, and on-site observations, a truck percentage mix of 2.0% medium and 1.0% heavy trucks was used for Bristol Street South and Birch Street. According to Caltrans, SR-73 currently carriers a truck percentage mix of 2.7% medium and 1.3% heavy trucks. Past and current traffic volumes for the roadway sections near the project site are shown in Table 2. For further roadway details, please refer to Appendix C. Table 2. Overall Roadway Traffic Information Roadway Name Speed Limit (mph) Vehicle Mix (%) Past ADT (Year) Current ADT (2022) Medium Trucks Heavy Trucks Bristol Street South 45 2.0 1.0 16,000 (2005) 18,949 Birch Street 45 2.0 1.0 15,000 (2005) 17,765 State Route 73 65 2.7 1.3 119,200 (2020) 121,596 59 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 4 3.1.4 Measured Noise Levels An on-site inspection and an ambient noise measurement were made on the afternoon of Thursday, March 24, 2022. This ambient noise measurement was made along the southwest boundary of the project site, approximately 80 feet southeast of the northwestern boundary of the project site. The primary source of noise during the measurement was aircraft overflight and roadway traffic. The microphone was placed at approximately five feet above the existing grade. After a 13-minute continuous sound level measurement, no changes in the LEQ were observable and results were recorded. The measured noise level and related weather conditions are shown in Table 3, and the noise measurement location is shown graphically in Figure 3. Additionally, in order to calibrate the traffic noise model (see Section 3.1.4), an on-site inspection and an ambient noise measurement were made on the morning of Friday, April 8, 2022. A noise measurement was made along the north corner of the project site, approximately 52 feet southwest of the Bristol Street South centerline and approximately 60 feet southeast of the Birch Street centerline. The primary source of noise during the measurement was traffic noise, though significant levels of noise from aircraft overflight were also observed during the site visit. The microphone was placed at approximately five feet above the existing grade. After a 15-minute sound level measurement (paused for aircraft flyover events), no changes in the LEQ were observable and results were recorded. The measured noise level and related weather conditions are shown in Table 3, and the noise measurement location is shown graphically in Figure 3. Table 3. On-Site Noise Measurement Conditions and Results Measurement Type Ambient Noise Traffic Noise Date Thursday, March 24, 2022 Friday, April 8, 2022 Time 1:32 p.m. – 1:45 p.m. 8:11 a.m. – 8:30 a.m. Conditions Clear skies, 5-10 mph winds, temperature in the low 70s, with moderate humidity Sunny skies, calm winds, temperature in the low 70s, with moderate humidity Measured Noise Level 66.2 dBA LEQ 71.1 dBA LEQ 3.1.5 Calculated Traffic Noise Level Noise levels were calculated for the site using the methodology described in Section 4.1.2. The calculated noise levels (LEQ) were compared with the measured traffic noise level to determine if adjustments or corrections (calibration) should be applied to the traffic noise prediction model. Adjustments are intended to account for site-specific differences, such as reflection and absorption, which may be greater or lesser than accounted for in the model. The measured noise level of 71.1 dBA LEQ at approximately 52 feet southwest of the Bristol Street South centerline and approximately 60 feet southeast of the Birch Street centerline was compared to the calculated (modeled) noise level of 71.0 dBA LEQ for the same anticipated traffic flow. According to the Federal Highway Administration’s Highway Traffic Noise: Analysis and Abatement Guide (see reference), a traffic noise model is considered validated if the measured and calculated noise impacts differ by three decibels or less. No adjustment was deemed necessary to model future noise levels for this location as the difference between the measured and calculated levels was found to be less than three decibels. The traffic noise model is assumed to be representative of actual traffic noise that is experienced on site. This information is shown in Table 4. Please refer to Appendix C for additional information. 60 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 5 Table 4. Calculated versus Measured Traffic Noise Data Location Calculated Measured Difference Correction 52’ southwest of Bristol Street South C.L. and 60’ southeast of Birch Street C.L. 71.0 dBA LEQ 71.1 dBA LEQ 0.1 dB None Applied 3.2 Future Noise Environment The future noise environment in the vicinity of the project site will be primarily a result of the same ambient noise sources, as well as the noise generated by the proposed mechanical equipment on site, which includes car wash tunnel equipment and a central vacuum unit. The car wash dryers are expected to be the primary project- related noise source on site; however, the central vacuum unit was included for a worst-case analysis. The car wash tunnel is proposed to be the 75 HP car wash system, manufactured by Broadway Car Wash Equipment, which will be located near the exit of the tunnel. Both the entrance and the exit of the car wash tunnel will include roll-up metal doors; both the entrance and exit doors will be completely closed during the operation of the car wash dryer equipment. Noise levels of the proposed car wash dryer equipment were determined by referring to measurements of the same car wash equipment in a different location. Eilar Associates conducted measurements of the proposed 75 HP car wash system at an existing Fletcher Jones facility located in Costa Mesa, California, to obtain accurate information to incorporate into calculations. Please refer to Table 5 for noise levels of the proposed car wash system, which was measured at a distance of 15 feet from the tunnel entrance. Table 5. Sound Pressure Level of Proposed Car Wash Equipment, at 15 feet from Tunnel Equipment Sound Power Level at Octave Band Frequency (dB) Total (dBA)31.5 63 125 250 500 1K 2K 4K 8K 75 HP Car Wash System 80 88 89 91 91 84 83 79 77 92 The proposed central vacuum unit is proposed to be a 20 HP unit, manufactured by Vacutech. As noise level information was not available for the proposed vacuum unit, the sound levels of a larger 50 HP Vacutech unit were used in calculations. According to the manufacturer, the 50 HP Vacutech unit is expected to produce a noise level of 73 dBA at a distance of 3 feet from the equipment. This sound pressure level was incorporated into the noise model considering the frequency spectrum of a typical compressor. For further details on proposed on-site equipment, please refer to Appendix D: Manufacturer Data Sheets. 4.0 Methodology and Equipment 4.1 Methodology 4.1.1 Field Measurement Typically, a “one-hour” equivalent sound level measurement (LEQ, A-Weighted) is recorded for at least one noise-sensitive location on the site. During the on-site noise measurement, start and end times are recorded and vehicle counts are made for cars, medium trucks (double-tires/two axles), and heavy trucks (three or more axles) for the corresponding road segment(s). Supplemental sound measurements of one hour or less in duration are often made to further describe the noise environment of the site. 61 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 6 For measurements of less than one hour in duration, the measurement time is long enough for a representative traffic volume to occur and the noise level (LEQ) to stabilize. The vehicle counts are then converted to one- hour equivalent volumes by applying an appropriate factor. Other field data gathered include measuring or estimating distances, angles-of-view, slopes, elevations, roadway grades, and vehicle speeds. This information is subsequently verified using available maps and records. 4.1.2 Roadway Noise Calculation The Traffic Noise Model (TNM) calculation protocol in CadnaA Version 2022 (based on the methodology used in TNM Version 2.5, released in February 2004 by the U.S. Department of Transportation) was used for all traffic modeling in the preparation of this report. Using the TNM protocol, the average daytime hourly traffic noise level was calculated as 6.1% percent of the ADT for surrounding roadways, based on the studies made by Wyle Laboratories (see reference). Daytime ambient traffic noise levels are calculated for desired receptor locations using future road alignment, elevations, lane configurations, projected traffic volumes, estimated truck mixes, and vehicle speeds. Noise attenuation methods may be analyzed, tested, and planned with TNM, as required. In order to determine the estimated traffic volumes of roadways during the traffic noise measurement made on site for model calibration, the approximate percentage of the Average Daily Trips (ADT) value for the time period in which the measurement is made is incorporated into the traffic model. These percentages were established in a study performed by Katz-Okitsu and Associates, Traffic Engineers (see reference). For purposes of calibrating the CadnaA TNM, 6.4% of the ADT values for the current environment were used in calculations (for roadways that were not manually counted) to account for traffic between the hours of 8 a.m. and 9 a.m. in the vicinity of the project site. 4.1.3 CadnaA Noise Modeling Software Modeling of the outdoor noise environment is accomplished using CadnaA Version 2022, which is a model- based computer program developed by DataKustik for predicting noise impacts in a wide variety of conditions. CadnaA (Computer Aided Noise Abatement) assists in the calculation, presentation, assessment, and alleviation of noise exposure. It allows for the input of project information such as noise source data, barriers, structures, and topography to create a detailed model and uses the most up-to-date calculation standards to predict outdoor noise impacts. Noise standards used by CadnaA that are particularly relevant to this analysis include ISO 9613- 2 (Attenuation of sound during propagation outdoors). CadnaA provides results that are in line with basic acoustical calculations for distance attenuation and barrier insertion loss. 4.1.4 Mechanical Noise Modeling Calculations of mechanical noise levels in project spaces were calculated using The Acoustic Information Model (AIM) program. AIM is a computer program provided by Pottorff that uses ASHRAE methodologies to calculate mechanical equipment noise in rooms. With user input such as manufacturer noise levels, duct layout, receiver room size and absorption, and other factors, AIM is able to estimate background noise levels and evaluate system alternatives. 62 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 7 4.2 Measurement Equipment The following equipment was used at the site to measure existing noise levels: Larson Davis Model LxT Type 1 Sound Level Meter, Serial # 4085 Larson Davis Model CA200 Type 1 Calibrator, Serial # 16455 The sound level meter was field-calibrated immediately prior to the noise measurement and checked afterward to ensure accuracy. All sound level measurements presented in this report, in accordance with the regulations, were conducted using a sound level meter that conforms to the American National Standards Institute specifications for sound level meters (ANSI S1.4). All instruments are maintained with National Institute of Standards and Technology (NIST) traceable calibration, per the manufacturers’ standards. 5.0 Noise Impacts 5.1 Noise Impacts from Proposed Car Wash Equipment Noise levels of the proposed on-site mechanical equipment were calculated using CadnaA at surrounding properties. AIM was used to determine the noise transmission from car wash tunnel equipment through the standard metal roll-up doors; those values were then input into CadnaA using a vertical area source with the same dimensions as the roll-up doors. Receivers were placed at surrounding property lines to the northwest, southwest, and southeast. These receivers represent the nearest affected noise-sensitive locations, and therefore, any other potential receivers would be exposed to lower noise levels as they will receive additional attenuation due to distance and shielding from intervening structures. Equipment noise levels were calculated considering shielding provided by the proposed buildings on site. Additionally, calculations consider the existing property line CMU wall along the southwest property line of the project site. Receivers were calculated at a height of five feet above grade. For a worst-case analysis, all on-site equipment was evaluated as being in constant operation. Results of the analysis are shown in Table 6 below and consider the ambient noise limit adjustment, as detailed in Section 2.3. Equipment noise contours and receiver locations are shown in Figure 6. Additional information is shown in Appendix C. Table 6. Calculated Noise Levels for Proposed Equipment, with Entrance and Exit Tunnel Doors Closed Receiver Location Noise Limit (dBA LEQ) Equipment Noise Level (dBA LEQ) R1 Northwest 69 50 R2 Southwest 69 38 R3 Southwest 68 35 R4 Southeast 69 45 As shown above, with the tunnel entrance and exit doors closed during operation of the car wash dryer equipment, equipment noise levels are expected to meet applicable noise limits of the City of Newport Beach at all surrounding noise-sensitive receivers. Any other noise-sensitive receivers are located at a greater distance from proposed equipment and will be exposed to lesser noise levels due to distance attenuation and shielding 63 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 8 provided by intervening structures. It should be noted that, if the tunnel entrance or exit doors are open during the operation of the car wash tunnel equipment, the results of this analysis would be invalidated. 5.2 Change in Noise Levels from Existing Environment The project site currently contains a small drive-through car wash system, which will be replaced by the proposed car wash. Measured noise levels of the existing car wash equipment, as detailed in Section 3.1.1, were incorporated into CadnaA to determine existing car wash noise levels on site. Please refer to Table 7 below, which show a comparison of the current and proposed car wash noise levels on site. Table 7. Change in Noise Levels from Existing to Proposed Car Wash Equipment Receiver Location Equipment Noise Level (dBA LEQ) Existing Equipment Proposed Equipment Change in Level R1 Northwest 70 50 -20 R2 Southwest 59 38 -21 R3 Southwest 63 35 -28 R4 Southeast 71 45 -26 As shown above in Table 7, equipment noise levels from the proposed car wash equipment are expected to be significantly lower than existing car wash equipment noise levels on site. It should be noted that, if the tunnel entrance or exit doors are open during the operation of the car wash tunnel equipment, the results of this analysis would be invalidated. Additionally, the existing calculated ambient traffic and aircraft noise levels were compared to proposed car wash equipment levels (tunnel equipment plus vacuums) to determine if the average hourly equipment noise levels are expected to raise the overall average hourly ambient traffic and aircraft noise levels. Please refer to Table 8 for a comparison of the existing calculated hourly ambient traffic and aircraft noise levels and proposed calculated hourly average car wash equipment noise levels. Table 8. Comparison of Existing Ambient Traffic and Aircraft Noise and Proposed Car Wash Equipment Receiver Location Noise Level (dBA LEQ) Existing Ambient (Traffic & Aircraft) Proposed Equipment Ambient Plus Equipment Change in Level R1 Northwest 69 50 69 0 R2 Southwest 69 38 69 0 R3 Southwest 68 35 68 0 R4 Southeast 69 45 69 0 64 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 9 6.0 Conclusion Calculations show that, with the proposed entrance and exit doors closed during operation of the car wash tunnel equipment, equipment noise levels are expected to meet applicable noise limits of the City of Newport Beach at all surrounding property lines. The tunnel entrance and exit doors must remain closed during operation of the car wash dryer equipment. This analysis is based upon a current worst-case scenario of anticipated equipment noise levels. Substitution of equipment with higher noise emission levels or changes to the proposed design, including the removal or failure to use roll-up doors on site, may invalidate the recommendations of this study. These conclusions and recommendations are based on the best and most current project-related information available at the time this study was prepared. 7.0 Certification All recommendations for noise control are based on the best information available at the time our consulting services are provided. However, as there are many factors involved in sound and impact transmission, and Eilar Associates has no control over the construction, workmanship, or materials, Eilar Associates is specifically not liable for final results of any recommendations or implementation of the recommendations. The findings and recommendations of this acoustical analysis report are based on the information available and are a true and factual analysis of the potential acoustical issues associated with the Fletcher Jones Airport Shuttle project, to be located at 2222 Bristol Street in the City of Newport Beach, California. This report was prepared by Mo Ouwenga and Amy Hool. Mo Ouwenga, INCE Amy Hool, INCE Acoustical Consultant President/CEO 65 Acoustical Analysis Report for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 10 8.0 References City of Newport Beach Municipal Code, Chapter 10.26, Passed 24 November 2015. California Department of Transportation, Technical Supplement to the Traffic Noise Analysis Protocol, September 2013. City of Newport Beach, Draft Environmental Impact Report General Plan 2006 Update, April 2006. Caltrans Traffic Census Program, http://www.dot.ca.gov/trafficops/census/. Federal Highway Administration, Highway Traffic Noise: Analysis and Abatement Guide, December 2011. DataKustik, CadnaA (Computer Aided Noise Abatement), Version 2022. Federal Highway Administration, Traffic Noise Model Version 2.5. Wyle Laboratories, Development of Ground Transportation Systems Noise Contours for the San Diego Region, December 1973. Traffic Distribution Study, by Katz-Okitsu and Associates Traffic Engineers, 1986. 66 Figures 67 Project Location 210 South Juniper Street, Suite 100 Eilar Associates, Inc. Escondido, California 92025 760-738-5570 Job # S220309 Vicinity Map Figure 1 N 68 Orange County Assessor’s Parcel Numbers: 439-352-15 439-341-14 439-341-15 Job # S220309 Assessor’s Parcel Map Figure 2 760-738-5570 210 South Juniper Street, Suite 100 Escondido, California 92025 Eilar Associates, Inc. N Project Location 439352154393411443934115www.ocgis.com/ocpw/landrecords/ 69 Project Location N Ambient Noise Measurement Location Traffic Noise Measurement Location Job # S220309 Satellite Aerial Photograph Showing Noise Measurement Locations Figure 3 760-738-5570 Escondido, California 92025 Eilar Associates, Inc. 210 South Juniper Street, Suite 100 70 Project Location Job # S220309 Topographic Map Figure 4 Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025 760-738-5570 N 71 N 60-65 CNEL 75+ CNEL 65-70 CNEL Project Location Job # S220309 John Wayne Airport Noise Contours Showing Project Location Figure 5 Eilar Associates, Inc. 760-738-5570 210 South Juniper Street, Suite 100 Escondido, California 92025 72 N ≥ 55 dB ≥ 60 dB ≥ 65 dB ≥ 70 dB ≥ 75 dB ≥ 80 dB R1 R2 R3 R4 Receiver Location Car Wash Equipment Vertical Area Source Central Vacuum Unit Satellite Aerial Photograph Showing Site Plan, Equipment Noise Contours, and Source and Receiver Locations Job # S220309 Figure 6 760-738-5570 Escondido, California 92025 Eilar Associates, Inc. 210 South Juniper Street, Suite 100 73 INTENTIONALLY BLANK PAGE74 Appendix A Project Plans 75 INTENTIONALLY BLANK PAGE76 !"#$%&’#()*’ !"#$%&’(& ) *+,"+-.#/#)+,+)!01203#-4 +,"#-#!.$%&’()*’ !"#-#!.+,"#-#!. $%&’()*’ !"#-#!.+,"#-#!.$%&’()*’!"#-#!.!5&-6& )# $%&’(& ) 67#,!8+& -#9:;#<=>#9=?#!#<93@3<>-#9A;#0B>#<C?#"#<<9@A:> #9:;#<=>#93?#"#<93@3=> #9A;#0B>#=<?#!#<<9@A:>$,&-67’#-6,!!6 /// 00 00 00 00 1 1 00 23’ 4’(4’(4’( 1 1 1 23’23’5’5’// (0 (0 (0 (0 (0(0 64&#6)&7’(#8 &’72&9#2/*’&: $(’473’&#;2*’0#;& $)<%(=#(49#6)&4*’&03%6 )6*:#>8?-8@ -+@ 64&#6)&7’(#+ &’72&9#2/*’&:#;2*’0 +? #A&%042(#((7 )6*:#>8?-8>+-+> 64&#6)&7’(# &’72&9#2/*’&:#;2*’0 #A&%042(#((7 )6*:#>8?-8>+-+@ &’72&9#2/*’&:#;23*#4&#4#B#1#4&)6*:#>8?-8>+- + C2*%*1:#&’0%9’*4%)(#9’4)73’9D’E5’04&%)* &’72&9#2/*’&:#05*1#F’’#F%<)6*:#>8?-8@ - , C2*%*1:#71:#1’*’&)(#72<<’&7%)(#2$$%7’ &’72&9#2/*’&:#05&5F%#;)<’0#$#4& )6*:#>8?-8@ -+> &’72&9#2/*’&:# G’&<<’5(’* 6&26’&4%’0#H>#((7 )6*:#>8?-8>+-+I !+ ++ + ++++ + > ++ > > G)* JJJJJJJJJJJJJJJJ!K)!L++ JJJJJJJJJJJJJJJJ!+)!L++ ! ! ! ! ! !8 !8 !> !@ !I !I !I !I !,!, !,!,!,!,!,!, !K !K !K !K !? +!+!+! +! +! ++++ ++ ++++++++ +! 0909 ++ 9*9* + +8 00 00 +>+> +@ +@ +@+I ()*907)6%*1 042&</)4’&#A<6 A5%(9%*1 $%&’#()*’ *L%L7L &!’()*+, !"!#!$!%!&!%!’!(!"!)43’0’#9275<’*40#)&’#%*72<6(’4’#)*9#*24#$2&# &’15()42&=#)66&2G)(M#6’&<%4#2&#72*04&574%2*L -.!!6# 76!- )! !,+’# 76!- -&6!#’!)! 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II! 5U[RN]#0RXRNV +A@=A 0%4’#6()* ,LIII>L!+I $WNR‘SNQ#;PUNV#)[QbPQR#0S^RRWN 0[RN 07)(’:+.#c#+!"-!. 0%4’#6()*!+ )L 5L*L2LM#6)&F%*1#04&%6%*1#42#A’#>.#/%9’ /3%4’#04&%6’0L AL 6&2G%9’#$%&’#()*’#04&%6%*1#)0#&’E5%&’9#A= 43’#7%4=#2$#*’/62&4#A’)7306’7%$%7)4%2*0#)*9#2&9%*)*7’0L 7L &’$’&#42#7%G%(#9&)/%*10#$2&#(27)4%2*#2$(%134M#<’9%5<#M#)*9#3’)G=#954=#6)G%*1L 9L 6&2G%9’#F*2\#A2\#)*9#(27F0#)4#)((#1)4’0M 5L*L2L ’L &’$’&#42#0%4’#$%*%03#6()*#$2&#6)G%*1 $%*%03’0L $L ’\4’&%2&#1&25*9#<25*4’9#2&#A5%(9%*1 <25*4’9#’E5%6<’*4#42#A’#07&’’*’9#$&2<65A(%7#G%’/L 1L 6&2;’74#0%1*)1’#5*9’&#0’6’&)4’#6’&<%4L 3L )((#)&’)0#2$#72*04&574%2*#03)((#A’$’*7’9#)*9#0’75&’9#43&2513254#43’ 6&2;’74#95&%*1#43’#72*04&574%2*L#43’72*4&)742&#03)((#G’&%$=#43’#’\4’*4#2$ $’*7%*1#&’E5%&’9#95’#42#04)1%*1#)&’)0M;2A#0%4’#4&)%(’&#(27)4%2*0M#’47LM#G’&%$= /%43#)&73%4’74L ;L )((#/2&F#/%43%*#43’#65A(%7#&%134-2$-/)= 03)((#72*$2&<#42#7%4=#)*9#04)4’04)*9)&9#9’4)%(0L#72*4&)742&#03)((#A’ &’062*0%A(’#$2&#2A4)%*%*1#)*=*’7’00)&=#6’&<%40#A’$2&’#/2&F%*1 /%43%*#43’#65A(%7#&%134-2$-/)=L !+ ’\%04%*1#0’75&%4=#1)4’#)*9#’E5%6<’*4#42&’<)%* ! 6&2620’9#*’/#75&A#)*9#1544’&d#&’$L#7%G%( !8 *’/#G’3%7(’#0’75&%4=#1)4’d#42#<)473 ’\%04%*1#$’*7%*1 !> &’6()7’#’\%04%*1#G’3%7(’#1)4’0#/%43 $’*7%*1d#42#<)473#’\%04%*1 !@ &’6()7’#’\%04%*1#62&4%2*#2$#73)%*(%*F$’*7’#/%43#*’/#%&2*#$’*7’d#42#<)473 ’\%04%*1 !I 6&2620’9#/)((’9#042&</)4’&#A<6 !, 95)(#3’)9M#(’G’(# #’G#73)&1%*1#6’9’04)( !K ’\%04%*1#0%4’#(%134%*1#62(’#42#&’<)%*L3’)9#42#A’#&’6()7’9 !? 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C?,@%26#""<B%6<%=,6"A% !5D26D>C%<>:2D6!%-#D7.D>C FAD6!%26#""<B%6<%=,6"A% !5D26D>C%<>:2D6!%-#D7.D>C $,D>6!.%26!!7%",><$@B%"<7<?%6<%=,6"A%C?,@%26#""< 4;%C#66!?%,>.%.<F>2$<#6 26!!7%,F>D>CB%"<7<?%6<% =,6"A%C?,@%26#""< 7DCA6% D56#?! 2!"6D<>,7%<8!?A!,.%.<<? 7!8!7%(& (9%: (; 6’<’%=,2<>?@ /(9%: (; 7DCA6% D56#?!%=<#>6!.%6<% -<66<=%< %",><$@%26?#"6#?! $?! D>D2A!.%=!6,7%"<$D>C &* 4;%8!AD"7!%-<77,?. C?,@%26#""<B%6<%=,6"A%!5D26D>C%<>:2D6!%-#D7.D>C ,F>D>C%-!@<>. FAD6!%26#""<B%6<%=,6"A% !5D26D>C%<>:2D6!%-#D7.D>C $,D>6!.%26!!7%",><$@B%"<7<?%6<%=,6"A%C?,@%26#""< /’&/’+/’0/) 7!8!7%(& (9%: (; 6’<’%=,2<>?@ /(9%: (; 7DCA6% D56#?! &* FAD6!%26#""< 6<%=,6"A%!5D26D>C%<>:2D6!%-#D7.D>C $?! D>D2A!.%=!6,7%"<$D>C 26#""<%?!8!,7 C?,@%26#""< 6<%=,6"A%!5D26D>C%<>:2D6!%-#D7.D>C ,F>D>C%-!@<>. 8!AD"7!%-<77,?.%-!@<>. /’&/’+/’0 /) 7!8!7%(& (9%: (; 6’<’%=,2<>?@ /(9%: (; ,-".! /(9%:%/%)E*; 6’<’%"<$D>C <8!?A!,.%.<<?B%"<7<?%6<% =,6"A%C?,@%26#""< $,D>6!.%A=%.<<?B%"<7<?%6<%=,6"A%C?,@%26#""< 26!!7%,F>D>CB%"<7<?%6<% =,6"A%C?,@%26#""< 7DCA6% D56#?! $?! D>D2A!.%=!6,7%"<$D>C 26#""<%?!8!,7 4;%8!AD"7!%-<77,?. C?,@%26#""<B%6<%=,6"A%!5D26D>C%<>:2D6!%-#D7.D>C FAD6!%26#""<B%6<%=,6"A%!5D26D>C%<>:2D6!%-#D7.D>C $,D>6!.%26!!7%",><$@B%"<7<?%6<%=,6"A%C?,@%26#""< 2!"6D<>,7%<8!?A!,.%.<<? 4;%C#66!?%,>.%.<F>2$<#6 2",7!G &E3;%H%&9:(; 7<<?%$7,>%: ",?F,2A%I%C,?,C!& 2",7!G &E3;%H%&9:(; !56!?D<?%!7!8,6D<>/ 2,4)-)2,!.787+),2"7 ($&7*&"+)-7*! 9!0& 2",7!G &E3;%H%&9:(; !56!?D<?%!7!8,6D<>) 2",7!G &E3;%H%&9:(; !56!?D<?%!7!8,6D<>*2",7!G &E3;%H%&9:(; !56!?D<?%!7!8,6D<>+ >JKLMN >OKM ,NMO &(( ",?F,2A &P/04’1&%2 &(/ ",?F,2A%!Q#D$=!>6 *+)’+&%2 &() D. 43’1*%2 &(* #6D7D6@ &/1’3+%2 &(+ #>D2!5%?!26?<<<=4&’1/%2 &(4 C,?,C!&P/04’)/%2 )P)(*’3+%2 ’+(,$1: /&$&%&,&-&0&-&.&#&$&16A!2!%.<"#=!>62%,?!%D>"<=$7!6!%,>.%><6% <?% ?!C#7,6<?@%,$$?<8,7P%$!?=D6%<?%"<>26?#"6D<>’ ?MR%>SNTU V%%%%%%%%%%CMWXYMN 4:;<4<=>?@A;@BC *?BD<>;7,:E< *?BD<>;7,FEG<? 4<=>?@A;@BC $>:H< $<:H7I7$@JC:;F?< /(// 6MY%%/&*’/1)’&+(( OZ%%/&*’/1)’&+(++((+%CNMMW[\YYM%,[M.OYYOXP%65%1+/(4 #W\TM]%2TOTMX ,?"AD6!"6%E%.!2DC>!?G%!?D"%^,=!2P%,D, ,?"AD6!"6%7D"!>2!%>#=-!?G%D.G%"/*&31 )$$(&762"7*&"+)-0E/&E/(//%0G(+G*3%,=,JTS]MX_%.S‘XGEE(/1’444*’(&4%:%YMT‘UMN%^SWMX%=STSN"ONX:>MabSNT%,\NbSNTEYMT‘UMN%^SWMX%>MabSNT%"ONaOXUc?//’N[T&E3;%H%&9:(; 6H<;>K<?7LBC<= ////%2!%-N\XTSY%2T >MabSNT%-MO‘UP%"OY\RSNW\O%0/44( #W\TM]%2TOTMX (*7MNO 7<<?%$7,>%,>.%!7!8,6D<> /1’444*’(&4 YMT‘UMN%^SWMX%,\NbSNT%2UJTTYM 2\TM A1.00 78 Appendix B Applicable Noise Regulations 79 INTENTIONALLY BLANK PAGE80 95-38 § 11 (part), 1995) 10.26.015 Decibel Measurement Criteria. Any decibel measurement made pursuant to the provisions of this chapter shall be based on a reference sound pressure of twenty (20) micropascals as measured with a sound level meter using the A-weighted network (scale) at slow response. (Ord. 95-38 § 11 (part), 1995) 10.26.020 Designated Noise Zones. The properties hereinafter described assigned to the following noise zones: Noise Zone I — All single-, two- and multiple-family residential properties; Noise Zone II — All commercial properties; Noise Zone III — The residential portion of mixed-use properties; Noise Zone IV — All manufacturing or industrial properties. The actual use of the property shall be the determining factor in establishing whether a property is in Noise Zone I, II, III or IV provided that the actual use is a legal use in the City of Newport Beach. (Ord. 95-38 § 11 (part), 1995) 10.26.025 Exterior Noise Standards. A. The following noise standards, unless otherwise specifically indicated, shall apply to all property with a designated noise zone: NOISE ZONE TYPE OF LAND USE ALLOWABLE EXTERIOR NOISE LEVEL (Equivalent Noise Level, Leq) 7 a.m. to 10 p.m.10 p.m. to 7 a.m. I Single-, two-or multiple-family residential 55 DBA 50 DBA II Commercial 65 DBA 60 DBA III Residential portions of mixed-use properties 60 DBA 50 DBA 81 IV Industrial or manufacturing 70 DBA 70 DBA If the ambient noise level exceeds the resulting standard, the ambient shall be the standard. B. It is unlawful for any person at any location within the incorporated area of the City to create any noise, or to allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person, which causes the noise level when measured on any other property, to exceed either of the following: 1. The noise standard for the applicable zone for any fifteen-minute period; 2. A maximum instantaneous noise level equal to the value of the noise standard plus twenty (20) DBA for any period of time (measured using A-weighted slow response). C. In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under said category shall be increased to reflect the maximum ambient noise level. D. The Noise Zone III standard shall apply to that portion of residential property falling within one hundred (100) feet of a commercial property, if the intruding noise originates from that commercial property. E. If the measurement location is on boundary between two different noise zones, the lower noise level standard applicable to the noise zone shall apply. (Ord. 95-53 § 1, 1995; Ord. 95-38 § 11 (part), 1995) 10.26.030 Interior Noise Standards. A. The following noise standard, unless otherwise specifically indicated, shall apply to all residential property within all noise zones: NOISE ZONE TYPE OF LAND USE ALLOWABLE INTERIOR NOISE LEVEL (Equivalent Noise Level, Leq) 7 a.m. to 10 p.m.10 p.m. to 7 a.m. I Residential 45 DBA 40 DBA III Residential portions of mixed-use properties 45 DBA 40 DBA 82 If the ambient noise level exceeds the resulting standard, the ambient shall be the standard. B. It shall be unlawful for any person at any location within the incorporated area of the City to create any noise or to allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such a person which causes the noise level when measured on any other property, to exceed either of the following: 1. The noise standard for the applicable zone for any fifteen-minute period; 2. A maximum instantaneous noise level equal to the value of the noise standard plus twenty (20) DBA for any period of time (measured using A-weighted slow response). C. In the event the ambient noise level exceeds the noise standard, the noise standard applicable to said category shall be increased to reflect the maximum ambient noise level. D. The Noise Zone III standard shall apply to that portion of residential property falling within one hundred (100) feet of a commercial property, if the intruding noise originates from that commercial property. E. If the measurement location is on a boundary between two different noise zones, the lower noise level standard applicable to the noise zone shall apply. (Ord. 95-53 § 2, 1995; Ord. 95-38 § 11 (part), 1995) 10.26.035 Exemptions. The following activities shall be exempted from the provisions of this chapter: A. Any activity conducted on public property, or on private properly with the consent of the owner, by any public entity, or its officers, employees, representatives, agents, subcontractors, permittees, licensees, or lessees, which are consistent with, and in furtherance of, the governmental functions or services the public entity has authorized, or responsible, to perform, activities which are exempt from the provisions of this chapter include, without limitation, sporting and recreational activities which are sponsored or co-sponsored by the City of Newport Beach or the Newport Mesa Unified School District; B. Occasional outdoor gatherings, public dances, show, sporting and entertainment events, provided said events are conducted pursuant to a permit or license issued by the appropriate jurisdiction relative to the staging of said events; 83 INTENTIONALLY BLANK PAGE84 Appendix C CadnaA and Mechanical Equipment Analysis Data and Results 85 INTENTIONALLY BLANK PAGE86 S220309 Fletcher Jones Airport Shuttle - Traffic Calibration Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025-4230 Phone: (760) 738-5570 Date: 17 May 2022 Calculation Configuration Configuration Parameter Value General Max. Error (dB)0.00 Max. Search Radius (#(Unit,LEN))2000.00 Min. Dist Src to Rcvr 0.00 Partition Raster Factor 0.50 Max. Length of Section (#(Unit,LEN))1000.00 Min. Length of Section (#(Unit,LEN))1.00 Min. Length of Section (%)0.00 Proj. Line Sources On Proj. Area Sources On Ref. Time Reference Time Day (min)960.00 Reference Time Night (min)480.00 Daytime Penalty (dB)0.00 Recr. Time Penalty (dB)6.00 Night-time Penalty (dB)10.00 DTM Standard Height (m)0.00 Model of Terrain Triangulation Reflection max. Order of Reflection 0 Search Radius Src 100.00 Search Radius Rcvr 100.00 Max. Distance Source - Rcvr 1000.00 1000.00 Min. Distance Rvcr - Reflector 1.00 1.00 Min. Distance Source - Reflector 0.10 Industrial (ISO 9613) Lateral Diffraction some Obj Obst. within Area Src do not shield On Screening Excl. Ground Att. over Barrier Dz with limit (20/25) Barrier Coefficients C1,2,3 3.0 20.0 0.0 Temperature (#(Unit,TEMP))10 rel. Humidity (%)70 Ground Absorption G 0.40 Wind Speed for Dir. (#(Unit,SPEED))3.0 Roads (TNM) Railways (Schall 03 (1990)) Strictly acc. to Schall 03 / Schall-Transrapid Aircraft (???) Strictly acc. to AzB Eilar Associates, Inc.87 S220309 Fletcher Jones Airport Shuttle - Traffic Calibration Receivers Name M.ID Level Lr Limit. Value Land Use Height Coordinates Day Night Day Night Type Auto Noise Type X Y Z (dBA)(dBA)(dBA)(dBA)(ft)(ft)(ft)(ft) NML 71.0 -61.3 71.1 0.0 5.00 r 841.87 456.81 5.00 Eilar Associates, Inc.88 S220309 Fletcher Jones Airport Shuttle - Traffic Calibration Roads Name M.ID Lme Count Data exact Count Data Speed Limit SCS Surface Gradient Mult. Reflection Day Evening Night DTV Str.class.M p (%)Auto Truck Dist.Dstro Type Drefl Hbuild Dist. (dBA)(dBA)(dBA)Day Evening Night Day Evening Night (mph)(mph)(dB)(%)(dB)(ft)(ft) Bristol 67.8 0.0 0.0 1612.0 0.0 0.0 2.7 0.0 0.0 45 11 0.0 1 0.0 0.0 Birch Southwest 61.9 0.0 0.0 406.0 0.0 0.0 1.5 0.0 0.0 45 4.1 0.0 1 0.0 0.0 Birch Northeast1 61.9 0.0 0.0 406.0 0.0 0.0 1.5 0.0 0.0 45 4.1 0.0 1 0.0 0.0 Birch Northeast2 61.9 0.0 0.0 406.0 0.0 0.0 1.5 0.0 0.0 45 10.6 0.0 1 0.0 0.0 Birch Northeast3 61.9 0.0 0.0 406.0 0.0 0.0 1.5 0.0 0.0 45 4.1 0.0 1 0.0 0.0 CA73 NW 75.2 0.0 0.0 3814.0 0.0 0.0 4.0 0.0 0.0 65 11.28 0.0 1 0.0 0.0 CA73 SE 75.2 0.0 0.0 3814.0 0.0 0.0 4.0 0.0 0.0 65 11.28 0.0 1 0.0 0.0 Geometry - Roads Name Height Coordinates Dist LSlope Begin End x y z Ground (ft)(%) (ft)(ft)(ft)(ft)(ft)(ft) Bristol 0.00 r 262.78 998.70 0.00 0.00 565.74 753.04 0.00 0.00 774.85 579.07 0.00 0.00 897.83 478.13 0.00 0.00 1076.07 328.44 0.00 0.00 1215.03 204.60 0.00 0.00 1401.23 48.78 0.00 0.00 Birch Southwest 0.00 r 1185.61 998.37 0.00 0.00 1056.76 846.79 0.00 0.00 833.18 587.72 0.00 0.00 770.22 516.95 0.00 0.00 586.95 296.47 0.00 0.00 383.35 49.11 0.00 0.00 Birch Northeast1 0.00 r 1234.47 998.77 0.00 0.00 876.12 546.31 0.00 0.00 Birch Northeast2 0.00 r 876.12 546.31 0.00 0.00 813.42 477.06 0.00 0.00 702.68 350.73 0.00 0.00 615.17 268.39 0.00 0.00 Birch Northeast3 0.00 r 615.17 268.39 0.00 0.00 429.23 48.55 0.00 0.00 CA73 NW 0.00 r 1625.09 216.54 -20.00 -20.00 1336.00 456.15 -20.00 -20.00 1151.08 612.42 -20.00 -20.00 752.94 942.20 -20.00 -20.00 687.39 999.28 -20.00 -20.00 CA73 SE 0.00 r 1624.96 59.00 -20.00 -20.00 1322.84 310.34 -20.00 -20.00 994.14 584.89 -20.00 -20.00 587.59 923.56 -20.00 -20.00 Eilar Associates, Inc.89 S220309 Fletcher Jones Airport Shuttle - Traffic Calibration Name Height Coordinates Dist LSlope Begin End x y z Ground (ft)(%) (ft)(ft)(ft)(ft)(ft)(ft) 497.90 999.04 -20.00 -20.00 Eilar Associates, Inc.90 S220309 Fletcher Jones Airport Shuttle - Traffic Calibration Terrain Contours Name M.ID OnlyPts Height Coordinates Begin End x y z (ft)(ft)(ft)(ft)(ft) c0 0.00 254.40 1047.09 0.00 480.07 876.20 0.00 809.50 609.27 0.00 901.51 536.79 0.00 1119.57 356.96 0.00 1287.69 194.37 0.00 1509.98 -0.31 0.00 c0 0.00 802.42 1048.71 0.00 1228.51 697.53 0.00 1330.94 622.01 0.00 1670.54 338.74 0.00 c-20 -20.00 677.84 1048.77 -20.00 1234.33 589.02 -20.00 1671.16 220.40 -20.00 1670.06 3.84 -20.00 1572.72 4.94 -20.00 1110.07 433.13 -20.00 479.59 958.90 -20.00 365.87 1047.88 -20.00 677.84 1048.78 -20.00 Eilar Associates, Inc.91 S220309 Fletcher Jones Airport Shuttle - Traffic Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025-4230 Phone: (760) 738-5570 Date: 19 May 2022 Calculation Configuration Configuration Parameter Value General Max. Error (dB)0.00 Max. Search Radius (#(Unit,LEN))2000.00 Min. Dist Src to Rcvr 0.00 Partition Raster Factor 0.50 Max. Length of Section (#(Unit,LEN))1000.00 Min. Length of Section (#(Unit,LEN))1.00 Min. Length of Section (%)0.00 Proj. Line Sources On Proj. Area Sources On Ref. Time Reference Time Day (min)960.00 Reference Time Night (min)480.00 Daytime Penalty (dB)0.00 Recr. Time Penalty (dB)6.00 Night-time Penalty (dB)10.00 DTM Standard Height (m)0.00 Model of Terrain Triangulation Reflection max. Order of Reflection 0 Search Radius Src 100.00 Search Radius Rcvr 100.00 Max. Distance Source - Rcvr 1000.00 1000.00 Min. Distance Rvcr - Reflector 1.00 1.00 Min. Distance Source - Reflector 0.10 Industrial (ISO 9613) Lateral Diffraction some Obj Obst. within Area Src do not shield On Screening Excl. Ground Att. over Barrier Dz with limit (20/25) Barrier Coefficients C1,2,3 3.0 20.0 0.0 Temperature (#(Unit,TEMP))10 rel. Humidity (%)70 Ground Absorption G 0.40 Wind Speed for Dir. (#(Unit,SPEED))3.0 Roads (TNM) Railways (Schall 03 (1990)) Strictly acc. to Schall 03 / Schall-Transrapid Aircraft (???) Strictly acc. to AzB Eilar Associates, Inc.92 S220309 Fletcher Jones Airport Shuttle - Traffic Receivers Name M.ID Level Lr Limit. Value Land Use Height Coordinates Day Night Day Night Type Auto Noise Type X Y Z (dBA)(dBA)(dBA)(dBA)(ft)(ft)(ft)(ft) R1 63.3 -68.4 0.0 0.0 x Total 5.00 r 918.18 284.23 5.00 R2 59.4 -70.3 55.0 50.0 5.00 r 836.40 184.44 5.00 R3 56.3 -73.2 55.0 50.0 5.00 r 1024.45 26.58 5.00 R4 62.8 -69.7 0.0 0.0 x Total 5.00 r 1109.77 122.03 5.00 Eilar Associates, Inc.93 S220309 Fletcher Jones Airport Shuttle - Traffic Roads Name M.ID Lme Count Data exact Count Data Speed Limit SCS Surface Gradient Mult. Reflection Day Evening Night DTV Str.class.M p (%)Auto Truck Dist.Dstro Type Drefl Hbuild Dist. (dBA)(dBA)(dBA)Day Evening Night Day Evening Night (mph)(mph)(dB)(%)(dB)(ft)(ft) Bristol 66.5 0.0 0.0 1156.0 0.0 0.0 3.0 0.0 0.0 45 11 0.0 1 0.0 0.0 Birch Southwest 63.3 0.0 0.0 542.0 0.0 0.0 3.0 0.0 0.0 45 4.1 0.0 1 0.0 0.0 Birch Northeast1 63.3 0.0 0.0 542.0 0.0 0.0 3.0 0.0 0.0 45 4.1 0.0 1 0.0 0.0 Birch Northeast2 63.3 0.0 0.0 542.0 0.0 0.0 3.0 0.0 0.0 45 10.6 0.0 1 0.0 0.0 Birch Northeast3 63.3 0.0 0.0 542.0 0.0 0.0 3.0 0.0 0.0 45 4.1 0.0 1 0.0 0.0 CA73 NW 75.0 0.0 0.0 3709.0 0.0 0.0 4.0 0.0 0.0 65 11.28 0.0 1 0.0 0.0 CA73 SE 75.0 0.0 0.0 3709.0 0.0 0.0 4.0 0.0 0.0 65 11.28 0.0 1 0.0 0.0 Geometry - Roads Name Height Coordinates Dist LSlope Begin End x y z Ground (ft)(%) (ft)(ft)(ft)(ft)(ft)(ft) Bristol 0.00 r 262.78 998.70 0.00 0.00 565.74 753.04 0.00 0.00 774.85 579.07 0.00 0.00 897.83 478.13 0.00 0.00 1076.07 328.44 0.00 0.00 1215.03 204.60 0.00 0.00 1533.62 -61.73 0.00 0.00 Birch Southwest 0.00 r 1185.61 998.37 0.00 0.00 1056.76 846.79 0.00 0.00 833.18 587.72 0.00 0.00 770.22 516.95 0.00 0.00 586.95 296.47 0.00 0.00 383.35 49.11 0.00 0.00 Birch Northeast1 0.00 r 1234.47 998.77 0.00 0.00 876.12 546.31 0.00 0.00 Birch Northeast2 0.00 r 876.12 546.31 0.00 0.00 813.42 477.06 0.00 0.00 702.68 350.73 0.00 0.00 615.17 268.39 0.00 0.00 Birch Northeast3 0.00 r 615.17 268.39 0.00 0.00 429.23 48.55 0.00 0.00 CA73 NW 0.00 r 1625.09 216.54 -17.60 -17.60 1336.00 456.15 -17.31 -17.31 1151.08 612.42 -20.00 -20.00 752.94 942.20 -20.00 -20.00 687.39 999.28 -20.00 -20.00 CA73 SE 0.00 r 1665.44 26.18 -19.75 -19.75 1322.84 310.34 -8.33 -8.33 994.14 584.89 -20.00 -20.00 587.59 923.56 -20.00 -20.00 Eilar Associates, Inc.94 S220309 Fletcher Jones Airport Shuttle - Traffic Name Height Coordinates Dist LSlope Begin End x y z Ground (ft)(%) (ft)(ft)(ft)(ft)(ft)(ft) 497.90 999.04 -20.00 -20.00 Eilar Associates, Inc.95 S220309 Fletcher Jones Airport Shuttle - Traffic Barriers Name M.ID Absorption Z-Ext.Cantilever Height left right horz.vert.Begin End (ft)(ft)(ft)(ft)(ft) 7ft Wall 7.00 r 5ft Wall 5.00 r Geometry - Barriers Name M.ID Absorption Z-Ext.Cantilever Height Coordinates left right horz.vert.Begin End x y z Ground (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft) 7ft Wall 7.00 r 902.58 132.68 7.00 0.00 838.66 185.18 7.00 0.00 5ft Wall 5.00 r 902.58 132.68 5.00 0.00 1118.17 -47.15 5.00 0.00 Eilar Associates, Inc.96 S220309 Fletcher Jones Airport Shuttle - Traffic Terrain Contours Name M.ID OnlyPts Height Coordinates Begin End x y z (ft)(ft)(ft)(ft)(ft) c0 0.00 254.40 1047.09 0.00 480.07 876.20 0.00 809.50 609.27 0.00 901.51 536.79 0.00 1119.57 356.96 0.00 1287.69 194.37 0.00 1618.53 -90.63 0.00 c0 0.00 802.42 1048.71 0.00 1228.51 697.53 0.00 1330.94 622.01 0.00 1670.54 338.74 0.00 c-20 -20.00 677.84 1048.77 -20.00 1234.33 589.02 -20.00 1671.16 220.40 -20.00 1670.06 3.84 -20.00 1669.86 -85.92 -20.00 1110.07 433.13 -20.00 479.59 958.90 -20.00 365.87 1047.88 -20.00 677.84 1048.78 -20.00 Eilar Associates, Inc.97 INTENTIONALLY BLANK PAGE98 Pottorff AIM Software HVAC Noise Prediction Tool Project Name:Project/Reference Number: Location:Engineered By: Architect:Company: Mechanical Engineer:Run Date:5/18/2022 Contractor:Notes: Tunnel Entrance Calculation Summary Octave Midband Frequency, Hz Element Properties NC 63 125 250 500 1K 2K 4K dB(A) 1 Tunnel Entrance Criteria: NC-65 >65 59 68 76 81 78 78 73 84 2 Radiated (Tunnel Entrance)Criteria: NC-65 3 Dryers at Tunnel Entrance 53 63 70 77 74 74 69 4 Hole in Wall/Floor 15'8"x79'6"x18' (10'x12') 5 5 5 4 4 4 3 5 SUM >65 59 68 76 81 78 78 73 84 Page 1 of 4 Printed On 5/19/2022 3:13:28 PM99 Project Name:Project/Reference Number: Location:Engineered By: Architect:Company: Mechanical Engineer:Run Date:5/18/2022 Contractor:Notes: Page 2 of 4 Printed On 5/19/2022 3:13:28 PM100 Pottorff AIM Software HVAC Noise Prediction Tool Project Name:Project/Reference Number: Location:Engineered By: Architect:Company: Mechanical Engineer:Run Date:5/18/2022 Contractor:Notes: Tunnel Exit Calculation Summary Octave Midband Frequency, Hz Element Properties NC 63 125 250 500 1K 2K 4K dB(A) 6 Tunnel Exit Criteria: NC-65 >65 73 82 91 95 92 91 86 97 7 Radiated (Tunnel Exit)Criteria: NC-65 8 Dryers at Tunnel Exit 64 73 82 88 85 85 80 9 Hole in Wall/Floor 15'x18'10"x18' (10'x12') 9 9 9 7 7 7 6 10 SUM >65 73 82 91 95 92 91 86 97 Page 3 of 4 Printed On 5/19/2022 3:13:28 PM101 Project Name:Project/Reference Number: Location:Engineered By: Architect:Company: Mechanical Engineer:Run Date:5/18/2022 Contractor:Notes: Page 4 of 4 Printed On 5/19/2022 3:13:28 PM102 S220309.2 Fletcher Jones Airport Shuttle Car Wash Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025-4230 Phone: (760) 738-5570 Date: 24 Oct 2022 Calculation Configuration Configuration Parameter Value General Max. Error (dB)0.00 Max. Search Radius (#(Unit,LEN))2000.00 Min. Dist Src to Rcvr 0.00 Partition Raster Factor 0.50 Max. Length of Section (#(Unit,LEN))1000.00 Min. Length of Section (#(Unit,LEN))1.00 Min. Length of Section (%)0.00 Proj. Line Sources On Proj. Area Sources On Ref. Time Reference Time Day (min)960.00 Reference Time Night (min)480.00 Daytime Penalty (dB)0.00 Recr. Time Penalty (dB)6.00 Night-time Penalty (dB)10.00 DTM Standard Height (m)0.00 Model of Terrain Triangulation Reflection max. Order of Reflection 0 Search Radius Src 100.00 Search Radius Rcvr 100.00 Max. Distance Source - Rcvr 1000.00 1000.00 Min. Distance Rvcr - Reflector 1.00 1.00 Min. Distance Source - Reflector 0.10 Industrial (ISO 9613) Lateral Diffraction some Obj Obst. within Area Src do not shield On Screening Excl. Ground Att. over Barrier Dz with limit (20/25) Barrier Coefficients C1,2,3 3.0 20.0 0.0 Temperature (#(Unit,TEMP))10 rel. Humidity (%)70 Ground Absorption G 0.40 Wind Speed for Dir. (#(Unit,SPEED))3.0 Roads (TNM) Railways (Schall 03 (1990)) Strictly acc. to Schall 03 / Schall-Transrapid Aircraft (???) Strictly acc. to AzB Eilar Associates, Inc.103 S220309.2 Fletcher Jones Airport Shuttle Car Wash Receivers Name M.ID Level Lr Limit. Value Land Use Height Coordinates Day Night Day Night Type Auto Noise Type X Y Z (dBA)(dBA)(dBA)(dBA)(ft)(ft)(ft)(ft) R1 50.3 50.3 70.0 60.0 5.00 r 502.61 373.36 5.00 R2 38.2 38.2 69.0 50.0 5.00 r 420.90 272.30 5.00 R3 35.2 35.2 68.0 50.0 5.00 r 608.64 114.58 5.00 R4 45.2 45.2 70.0 60.0 5.00 r 694.37 211.89 5.00 Eilar Associates, Inc.104 S220309.2 Fletcher Jones Airport Shuttle Car Wash Point Sources Name M.ID Result. PWL Lw / Li Correction Sound Reduction Attenuation Operating Time K0 Freq.Direct.Height Coordinates Day Evening Night Type Value norm.Day Evening Night R Area Day Special Night X Y Z (dBA)(dBA)(dBA)dB(A)dB(A)dB(A)dB(A)(ft²)(min)(min)(min)(dB)(Hz)(ft)(ft)(ft)(ft) Vacuum 82.3 82.3 82.3 Lw V 0.0 0.0 0.0 0.0 (none)4.00 r 592.80 241.00 4.00 Eilar Associates, Inc.105 S220309.2 Fletcher Jones Airport Shuttle Car Wash Vertical Area Sources Name M.ID Result. PWL Result. PWL''Lw / Li Correction Sound Reduction Attenuation Operating Time K0 Freq.Direct. Day Evening Night Day Evening Night Type Value norm.Day Evening Night R Area Day Special Night (dBA)(dBA)(dBA)(dBA)(dBA)(dBA)dB(A)dB(A)dB(A)dB(A)(ft²)(min)(min)(min)(dB)(Hz) Exit 86.0 86.0 86.0 76.4 76.4 76.4 Li S2 0.0 0.0 0.0 D 96.97 3.0 (none) Entrance 72.0 72.0 72.0 62.4 62.4 62.4 Li S1 0.0 0.0 0.0 D 96.62 3.0 (none) Geometry - Vertical Area Sources Name Height Coordinates Begin End x y z Ground (ft)(ft)(ft)(ft)(ft)(ft) Exit 8.00 r 563.39 314.83 8.00 0.00 571.29 324.02 8.00 0.00 Entrance 8.00 r 626.89 260.64 8.00 0.00 634.74 269.82 8.00 0.00 Eilar Associates, Inc.106 S220309.2 Fletcher Jones Airport Shuttle Car Wash Barriers Name M.ID Absorption Z-Ext.Cantilever Height left right horz.vert.Begin End (ft)(ft)(ft)(ft)(ft) N wall 20.00 r S wall 20.00 r N floating 12.00 20.00 r S floating 12.00 20.00 r N roof 0.00 17.00 0.00 20.00 r S roof 0.00 17.00 0.00 20.00 r PL Wall 5'+5.00 r PL Wall 7'+7.00 r Geometry - Barriers Name M.ID Absorption Z-Ext.Cantilever Height Coordinates left right horz.vert.Begin End x y z Ground (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft) N wall 20.00 r 571.33 324.01 20.00 0.00 573.13 326.13 20.00 0.00 636.59 272.02 20.00 0.00 634.73 269.86 20.00 0.00 S wall 20.00 r 626.85 260.66 20.00 0.00 625.51 259.09 20.00 0.00 562.09 313.18 20.00 0.00 563.46 314.77 20.00 0.00 N floating 12.00 20.00 r 562.09 313.18 20.00 0.00 573.13 326.13 20.00 0.00 S floating 12.00 20.00 r 625.51 259.09 20.00 0.00 636.59 272.02 20.00 0.00 N roof 0.00 17.00 0.00 20.00 r 573.13 326.13 20.00 0.00 636.59 272.02 20.00 0.00 S roof 0.00 17.00 0.00 20.00 r 562.10 313.18 20.00 0.00 625.51 259.09 20.00 0.00 PL Wall 5'+5.00 r 702.66 42.05 5.00 0.00 486.57 222.49 5.00 0.00 PL Wall 7'+7.00 r 486.57 222.49 7.00 0.00 422.28 275.12 7.00 0.00 Eilar Associates, Inc.107 S220309.2 Fletcher Jones Airport Shuttle Car Wash Buildings Name M.ID RB Residents Absorption Height Begin (ft) CW Building +0 20.00 r Geometry - Buildings Name M.ID RB Residents Absorption Height Coordinates Begin x y z Ground (ft)(ft)(ft)(ft)(ft) CW Building +0 20.00 r 562.09 313.18 20.00 0.00 625.51 259.10 20.00 0.00 618.46 250.88 20.00 0.00 611.31 256.91 20.00 0.00 596.76 239.82 20.00 0.00 548.68 280.90 20.00 0.00 563.23 297.88 20.00 0.00 555.09 304.96 20.00 0.00 Eilar Associates, Inc.108 S220309.2 Fletcher Jones Airport Shuttle Car Wash Sound Level Spectra Name ID Type 1/3 Oktave Spectrum (dB)Source Weight.31.5 63 125 250 500 1000 2000 4000 8000 A lin Entrance S1 Lw 85.0 84.0 84.0 84.0 78.0 77.0 72.0 84.9 90.8 AIM Calculation Exit S2 Lw 99.0 98.0 99.0 98.0 92.0 90.0 85.0 98.8 105.0 AIM Calculation Central Vac Unit V Lw 87.7 89.7 78.7 77.7 78.7 71.7 67.7 68.7 82.3 92.4 Manufacturer Level w/ Air Compressor Spectrum Eilar Associates, Inc.109 S220309.2 Fletcher Jones Airport Shuttle Car Wash Sound Reduction Spectra Name ID Type 1/3 Oktave Spectrum (dB)Source Weight.31.5 63 125 250 500 1000 2000 4000 8000 A lin Hollow Metal Door (STC 17)D Li 13.0 13.0 15.0 16.0 17.0 18.0 20.0 24.5 25.1 Harris Eilar Associates, Inc.110 S220309 Fletcher Jones Airport Shuttle - Existing Car Wash Eilar Associates, Inc. 210 South Juniper Street, Suite 100 Escondido, California 92025-4230 Phone: (760) 738-5570 Date: 18 May 2022 Calculation Configuration Configuration Parameter Value General Max. Error (dB)0.00 Max. Search Radius (#(Unit,LEN))2000.00 Min. Dist Src to Rcvr 0.00 Partition Raster Factor 0.50 Max. Length of Section (#(Unit,LEN))1000.00 Min. Length of Section (#(Unit,LEN))1.00 Min. Length of Section (%)0.00 Proj. Line Sources On Proj. Area Sources On Ref. Time Reference Time Day (min)960.00 Reference Time Night (min)480.00 Daytime Penalty (dB)0.00 Recr. Time Penalty (dB)6.00 Night-time Penalty (dB)10.00 DTM Standard Height (m)0.00 Model of Terrain Triangulation Reflection max. Order of Reflection 0 Search Radius Src 100.00 Search Radius Rcvr 100.00 Max. Distance Source - Rcvr 1000.00 1000.00 Min. Distance Rvcr - Reflector 1.00 1.00 Min. Distance Source - Reflector 0.10 Industrial (ISO 9613) Lateral Diffraction some Obj Obst. within Area Src do not shield On Screening Excl. Ground Att. over Barrier Dz with limit (20/25) Barrier Coefficients C1,2,3 3.0 20.0 0.0 Temperature (#(Unit,TEMP))10 rel. Humidity (%)70 Ground Absorption G 0.40 Wind Speed for Dir. (#(Unit,SPEED))3.0 Roads (TNM) Railways (Schall 03 (1990)) Strictly acc. to Schall 03 / Schall-Transrapid Aircraft (???) Strictly acc. to AzB Eilar Associates, Inc.111 S220309 Fletcher Jones Airport Shuttle - Existing Car Wash Receivers Name M.ID Level Lr Limit. Value Land Use Height Coordinates Day Night Day Night Type Auto Noise Type X Y Z (dBA)(dBA)(dBA)(dBA)(ft)(ft)(ft)(ft) Cal 90.1 90.1 91.6 0.0 5.00 r 575.06 255.77 5.00 R1 70.1 70.1 70.0 60.0 5.00 r 502.61 373.36 5.00 R2 58.9 58.9 69.0 50.0 5.00 r 420.90 272.30 5.00 R3 62.8 62.8 68.0 50.0 5.00 r 608.64 114.58 5.00 R4 70.9 70.9 70.0 60.0 5.00 r 694.37 211.89 5.00 Eilar Associates, Inc.112 S220309 Fletcher Jones Airport Shuttle - Existing Car Wash Point Sources Name M.ID Result. PWL Lw / Li Correction Sound Reduction Attenuation Operating Time K0 Freq.Direct.Height Coordinates Day Evening Night Type Value norm.Day Evening Night R Area Day Special Night X Y Z (dBA)(dBA)(dBA)dB(A)dB(A)dB(A)dB(A)(ft²)(min)(min)(min)(dB)(Hz)(ft)(ft)(ft)(ft) Car Wash Dryers 112.8 112.8 112.8 Lw S 0.0 0.0 0.0 0.0 (none)7.00 r 584.28 267.64 7.00 Eilar Associates, Inc.113 INTENTIONALLY BLANK PAGE114 Appendix D Manufacturer Data Sheets 115 INTENTIONALLY BLANK PAGE116 117 118 119 120 SOUND LEVEL METER READINGS MODEL: FT-DD-T450HP4 (50hp T4 VACSTAR TURBINE VACUUM PRODUCER) READING ONE: 73 DB-A, 3 FEET FROM TURBINE @ 45 ANGLE AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE. READING TWO: 69 DB-A, 10 FEET FROM TURBINE @ 45 ANGLE AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE. READING THREE: 54 DB-A, 20 FEET FROM TURBINE @ 45 ANGLE AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE. READING FOUR: 38 DB-A, 30 FEET FROM TURBINE @ 45 ANGLE AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE. NOTE: THESE READINGS WERE TAKEN OUTSIDE IN THE OPEN ON A CONCRETE SLAB. SOUND LEVEL METER USED: SIMPSON MODEL #40003 – MSHA APPROVED. MEETS OSHA & WALSH-HEALY REQUIREMENTS FOR NOISE CONTROL. CONFORMS TO ANSI S1.4-1983, IEC 651 SPECS FOR METER TYPE. Vacutech 1350 Hi-Tech Drive, Sheridan WY, 82801 PHONE: (800) 917-9444 FAX: (303) 675-1988 EMAIL: info@vacutechllc WEB SITE: vacutechllc.com 121 210 South Juniper Street, Suite 100, Escondido, CA 92025 Phone: 760-738-5570 // 800-439-8205 • Fax: 760-738-5227 www.eilarassociates.com • info@eilarassociates.com Response to Acoustical Comments for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 1 December 21, 2022 Job # S220309.2 Gensler Attention: James Spence 5005 Greenville Avenue Dallas, Texas 75206 Subject: Response to Acoustical Comments for Fletcher Jones Airport Shuttle This letter is in response to City of Newport Beach staff review comments regarding the Acoustical Analysis Report for the Fletcher Jones Airport Shuttle project. Comments are found in an email from the City of Newport Beach Staff, and this letter references the location of each comment response or requested changes in the revised report. Italics are added to indicate City of Newport Beach staff comments. City of Newport Beach Comments: 1. Section 2.3, Table 1. Calculated Ambient Combined Traffic and Aircraft Noise Levels and Applicable Noise Limits and 3.1.4 Table 3. On-Site Noise Measurement Conditions and Results – Do these values include the operation of the existing car wash and any existing vacuums? RESPONSE: The calculated ambient noise levels shown in Table 1 only consider traffic and aircraft noise levels, and do not include any extraneous on-site or off-site noise impacts, such as the operation of the existing car wash, vacuums, or any other equipment on site. The measured ambient noise levels shown in Table 3 include traffic and aircraft noise levels in addition to extraneous off-site noise impacts; however, no on-site equipment (including existing car wash and any existing vacuums) was in operation during these measurements. 2. Section 5.1 Noise Impacts from Proposed Car Wash Equipment – Table 6, are the “Equipment Noise Level” values the same as the projected noise level i.e. Ambient combined Traffic plus project? Or am I to infer that because the equipment noise level is lower than the Ambient combined Traffic in Table 1, noise at the receiver location will not go up and is in compliance with the City’s noise ordinance? RESPONSE: The Equipment Noise Level values shown in Table 6 only include the proposed car wash and vacuum equipment, and do not include any ambient noise sources such as traffic and aircraft noise. It is correct to infer that, because the calculated equipment noise levels are significantly lower than existing ambient traffic and aircraft noise levels, noise levels at the receiver location will not increase significantly, and the project is expected to meet the City’s noise ordinance. 3. Section 5.2 Change in Noise Levels from Existing Environment, “For a worst-case analysis, all on-site equipment was evaluated as being in constant operation” – Assuming this includes both the operation of all the vacuums at the same time as the car wash? RESPONSE: Calculations consider all on-site equipment being in constant operation at the same time. This includes the car wash equipment operating simultaneously as the vacuum equipment. 122 Eilar Associates, Inc. Acoustical and Environmental Consulting Services Response to Acoustical Comments for Fletcher Jones Airport Shuttle • Job # S220309.2 • December 21, 2022 Page 2 4. Is there a table that says what the dBA noise level will be at R1 through R4 factoring Ambient combined Traffic and the new equipment? Something like Table 7 but for Ambient combined Traffic PLUS project? RESPONSE: The original report did not have a table showing the ambient combined traffic and aircraft noise plus the equipment noise levels; however, a table showing these combined noise levels has been added to the revised report. Please refer to Table 8 on Page 8 of the revised report for additional details. 5. Does the current onsite car wash have comparable hours of operation? RESPONSE: According to communication with the Client, the current onsite car wash has comparable hours of operation. If you have any questions or require additional information, please feel free to contact Mo Ouwenga at 760-738- 5570 or mouwenga@eilarassociates.com. Mo Ouwenga, INCE Amy Hool, INCE Acoustical Consultant President/CEO 123 INTENTIONALLY BLANK PAGE124 Attachment No. PC 4 Applicant’s Project Description 125 INTENTIONALLY BLANK PAGE126 CHICAGO COLUMBUS 4322 n. LINCOLN AVENUE 620 E. BROAD STREET SUITE A SUITE K CHICAGO, IL 60618 COLUMBUS, OH 43215 872.270.3682 Monday | November 21, 2022 Fletcher Jones Shuttle | Newport Beach, CA Page | 1 Project Description To: Ms. Caitlyn Curley, Planning Technician City of Newport Beach 100 Civic Center Drive, First Floor/Bay B Newport Beach, CA 92660 (p) 949.644.3235 From: Austin Hahn, Allegro Civil Engineers CC: Shawn Dettrey, Fletcher Jones Management/Jones 2192 Bristol, LLC Deeg Snyder, Gensler Date: 11/21/2022 Re: Project Description and Justification: Fletcher Jones Airport Shuttle – Revision #1 Ms. Curley, Please accept the following revised written statement on behalf of the property owner and application, Fletcher Jones Management Group/Jones 2192 Bristol, LLC. This Project was discussed at the 02.03.2022 Development Review Committee (DRC) Meeting. The applicant proposes to consolidate the three legal parcels currently under their control, namely: • APN 439-352-15/ 2172 SE Bristol • APN 439-341-14/ 2192 SE Bristol • APN 439-341-15/ 2222 SE Bristol The consolidated lot area will be 55,510 square feet/ 1.274 acres. The Lot Merger application and materials are included with this permit application. The consolidated lot width will be approximately 248’ (to the nearest foot). The consolidated lot depth will be 224’ (to the nearest foot). The assessed setbacks for the consolidated lot are as follows: • Building Setbacks: Rear/Southwest – abuts residential: 10’ setback • Landscape Setbacks: Front/Northeast: 10’ setback; Rear/Southwest: 10’ setback + screen wall The gross floor area of all buildings in the future built-out condition will be 4,969 square feet (676 square feet to remain + 4,293 square foot proposed building). In addition to enclosed building spaces, a canopy is proposed to cover outdoor automotive detailing areas. That canopy will have an area of approximately 988 square feet, and in included in the above calculation. All enclosed structures are a single story, equating to a Floor Area Ratio (FAR) of 4,969 SF / 55,510 SF = 0.09. The building/lot coverage will be 9% in the built-out condition. The disturbed area resulting from this project will be 51,255 square feet. In the existing condition, 1,671 square feet is pervious/landscape area. As a result of this project, the pervious/landscape area will increase to 5,992 square feet. This represents more than a threefold increase in landscape area. The 127 CHICAGO COLUMBUS 4322 n. LINCOLN AVENUE 620 E. BROAD STREET SUITE A SUITE K CHICAGO, IL 60618 COLUMBUS, OH 43215 872.270.3682 Monday | November 21, 2022 Fletcher Jones Shuttle | Newport Beach, CA Page | 2 existing site disturbed area contains 49,584 square feet of pavement, which represents 97% coverage. As a result of this project, the area of pavement will decrease to 40,294 square feet, which represents 80% coverage. The existing pre-consolidated lots feature 93 standard stalls along with 4 accessible stalls, 97 parking spaces in total. As a result of this project, the parking count will decrease to 83 standard parking stalls along with 1 accessible stall. The parking provided in the built-out condition is still well in excess of the parking required: 3 standard parking stalls and 1 accessible stall. The Conditional Use Permit requirement is triggered by the car wash use. Note that the car wash is not revenue-generating and will not be operated by customers. Please note also that no stormwater quality measures or Low Impact Development (LID) or BMP installations exist on the lots. The applicant intends to bring the consolidated lot into compliance by installing five (5) bioretention flow-through planters to provide Code-compliant treatment. The results of the geotechnical investigation indicate that percolation through the existing soils will not be sufficient to provide bioinfiltration solutions. The planned building height will be twenty (20’) feet. The facility will employ no more than four employees during any one shift. The hours of operation will remain the same as the current hours (5:00am to 9:00pm Monday through Saturday; 6:00am to 9:00pm Sunday). Detailing and car wash operations will occur during those same hours. The vacuum equipment, which was previously shown in an exterior location, near the SE corner of the proposed facility, has been moved inside the facility to reduce exterior noise. That being noted, a limited number of outdoor uses are still desired so as not to unnecessarily increase the size of the building footprint. The outdoor functions/operations we are seeking to add to the Use Permit are: • Exterior automotive detailing • Exterior use of hose-powered hand vacuums; equipment is housed within the building These functions are not specifically designated in City of Newport Beach Municipal Code Section 20.20.020, but the nearest published use would most likely be: • Vehicle Equipment/Sales – Automotive Washing/Detailing, Self-service or accessory. It seems that this use would have already been included in the original Use Permit Application as the employee-operated car wash has existed on site for years. Thank you for your continued assistance on this project, Austin Hahn President Allegro Civil Engineers (872)270-3682 aj@allegroeng.com 128 Attachment No. PC 5 Lot Merger Exhibits 129 INTENTIONALLY BLANK PAGE130 (165)(165') (165') 250.5' (CALC)(N 39°48'15" E)(224')224.09' (224.08' R3)(N 39°48'15" E)(234')224'30'10'10'40'40'234.09' (234' R1) (234.08' R3)(234')(N 39°48'15" E)(234')(165') 250.5' (CALC) 85.5' (CALC)85.5' (CALC) 85.5' (CALC)40'40'40' SETBACK LINE PER BK.530/128 & BK.1229/238. O.R. 10' SETBACK LINE PER BK.530/128 & BK.1229/238. O.R. N 49°21'41" W N 49°21'47" W10'10'NW'LY 1/2 LOT 143 RS 2006-1020 RSB 212/29 POR. LOT 140 PARCEL 3 PM NO. 2002-112 PMB 33/29-30 SE'LY 1/2 LOT 143 SE'LY 1/2 LOT 142 NW'LY 1/2 LOT 142 PARCEL 1PM NO. 96-165PMB 297/14-15BRISTOL STREET TRACT NO. 706 M.M. 21/25 PARCEL 1 1.274 ACRES S C A L E : 1 " = 5 0 ' 131 10.5'27.5'~ASPH~ EXIST. BUILDING EXIST. BLDG. ~ASPH~ ~ASPH~ ~ASPH~ ~ASPH~ ~CONC~40' SETBACK10' SETBACK LINE PER BK.530/128 & BK.1229/238. O.R. TRASH ENCLOSURE POR. LOT 140 PARCEL 3 PM NO. 2002-112 PMB 33/29-30 BRISTOL STREET PARCEL 1 1.274 ACRES S C A L E : 1 " = 5 0 ' 132 133 INTENTIONALLY BLANK PAGE134 Attachment No. PC 6 Project Plans 135 INTENTIONALLY BLANK PAGE136 FE FEFE CUP 1.0 04 CUP 1.0 05 CUP 1.0 03 1 A B C D 4 E                    1297 SF CARWASH100 454 SF CARWASHEQUIPMENT102 128 SF UTILITY104 1296 SF EMPLOYEEVEHICLEPARKING106 62 SF UNISEXRESTROOOM105               ('*(2)&$123<$%29(      988 SF EXTERIORCOVEREDPARKINGEXT 7<3  7<3   69 SF IDF103 ('*(2)$:1,1*$%29( ('*(2)$:1,1*$%29( 2.1 2.5 2.92 3 &$5:$6+3,7 '2:1632877<3 &2,/,1*29(5+($''225 %2//$5'7<3 29(5+($''225&/($5$1&( 9$&880(48,30(173$' 9$&880(48,30(1729(5+($'/,1($1'+$1''5236 LEVEL 010' - 0" T.O. MASONRY20' - 0" OVERHEAD DOOR; COLOR TO MATCH GRAY STUCCO PAINTED HM DOOR; COLOR TO MATCH GRAY STUCCO ABCDE 20' - 2 3/4"T.O. COPING PREFINISHED METAL COPING STUCCO REVEAL 6" VEHICLE BOLLARD GRAY STUCCO; TO MATCH EXISTING ON-SITE BUILDING WHITE STUCCO; TO MATCH EXISTING ON-SITE BUILDING PAINTED STEEL CANOPY; COLOR TO MATCH GRAY STUCCO 6" GUTTER AND DOWNSPOUT       STEEL AWNING; COLOR TO MATCH GRAY STUCCO LIGHT FIXTURE  SECTIONAL OVERHEAD DOOR  LEVEL 010' - 0" T.O. MASONRY20' - 0" LIGHT FIXTURE MOUNTED TO BOTTOM OF CANOPY STRUCTURE PREFINISHED METAL COPING 1 4         6" VEHICLE BOLLARD GRAY STUCCO; TO MATCH EXISTING ON-SITE BUILDING   AWNING BEYOND WHITE STUCCO; TO MATCH EXISTING ON-SITE BUILDING PAINTED STEEL CANOPY; COLOR TO MATCH GRAY STUCCO   2.1 2.5 2.92 3 LEVEL 010' - 0" T.O. MASONRY20' - 0" LIGHT FIXTURE 14 (4 (4 (4   7<3 (4 7<3 (4  7<3812    WHITE STUCCOTO MATCH EXISTING ON-SITE BUILDING PREFINISHED METAL COPING STUCCO REVEAL GRAY STUCCOTO MATCH EXISTING ON-SITE BUILDING AWNING BEYOND VEHICLE BOLLARD BEYOND 2.12.52.9 23 LEVEL 010' - 0" T.O. MASONRY20' - 0" A B C D E 1" / 1'-0"          20' - 2 3/4"T.O. COPING OVERHEAD DOOR; COLOR TO MATCH GRAY STUCCO PAINTED HM DOOR; COLOR TO MATCH GRAY STUCCO STEEL AWNING; COLOR TO MATCH GRAY STUCCO LIGHT FIXTURE PREFINISHED METAL COPING STUCCO REVEAL 6" VEHICLE BOLLARD GRAY STUCCO; TO MATCH EXISTING ON-SITE BUILDING WHITE STUCCO; TO MATCH EXISTING ON-SITE BUILDING PAINTED STEEL CANOPY; COLOR TO MATCH GRAY STUCCO SECTIONAL OVERHEAD DOOR 6" GUTTER AND DOWNSPOUT LEVEL 010' - 0" B.O. ROOF  1" / 1'-0" 3$,17('&2558*$7('0(7$/522)*5$<),1,6+ 3$,17('678&&2),1,6+29(5&08&2/25720$7&+%8,/',1* 3$,17('%2//$5'(3),1,6+ 678&&25(9($/ LEVEL 010' - 0"  3$,17('&2558*$7('0(7$/522)*5$<),1,6+ 3$,17('678&&2),1,6+29(5&08&2/25720$7&+%8,/',1* 3$,17('&2558*$7('3$1(/$7*$7(&2/25720$7&+%8,/',1* 3$,17('%2//$5''$5.*5$<),1,6+ 678&&25(9($/ SCALE:1/8" = 1'-0" FLOOR PLAN - CARWASH & GARAGE01 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION02 CONDITIONAL & MINOR USE PERMIT PACKAGE SCALE:1/8" = 1'-0" EXTERIOR ELEVATION04 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION05 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION03 Number Name Area 100 CARWASH 1,296.71 SF 102 CARWASH EQUIPMENT 453.51 SF103 IDF 68.74 SF 104 UTILITY 127.85 SF 105 UNISEX RESTROOOM 61.72 SF 106 EMPLOYEE VEHICLE PARKING 1,296.32 SF EXT EXTERIOR COVERED PARKING 988.19 SF4,293.04 SF 648$5()227$*(&$/&8/$7,216 )7 35(/,0,1$5<THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMIT OR CONSTRUCTION. Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2022 Tel 214.273.1500Fax 214.273.15055005 Greenville AveDallas, TX 75206United States ARCHITECT / DESIGNER: ERIC JAMES, AIAARCHITECT LICENSE NUMBER: ID: C24187 6+((76,=([ ISSUE FOR PERMIT 11/11/2022 11:52:49 AMAutodesk Docs://027.6664.016 - Fletcher Jones MotorCars-Newport Airport/Fletcher Jones Newport Carwash_R22.rvtAs indicated Fletcher Jones 2222 SE Bristol StNewport Beach, California 92660United States CUP 1.0 FLOOR PLAN AND ELEVATION 27.6664.016 Fletcher Jones Airport Shuttle Site SCALE:1/4" = 1'-0" TRASH ENCLOSURE ELEVATION - SOUTH06 SCALE:1/4" = 1'-0" TRASH ENCLOSURE ELEVATION - WEST07 PA2022-128 Attachment No. PC 6 - Project Plans 137 PROPERTY LINE PA2022-128 Attachment No. PC 6 - Project Plans 138 Date Description Project Name Project Number Description Scale Seal / Signature Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FJ AIRPORT SHUTTLE REDEVELOPMENT 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 Office: 619.333.67032514 Jamacha Road. 502-182El Cajon, CA 92019Email: info@nazengineering.comwww.nazengineering.com Jones 2192 Bristol, LLC7300 W. Sahara Ave.Las Vegas, NV 89117702.739.9800 05/13/2022 ISSUE FOR USE PERMIT + LOT MERGER 09/14/2022 RESPONSE TO CITY COMMENTS #111/14/2022 RESPONSE TO CITY COMMENTS #2 PROPOSED LEGEND EXISTING CALL 811 TWO WORKING DAYS BEFORE YOU DIG SURVEY NOTES: alleGRO GENERAL NOTES: SITE PLAN KEY NOTES ACCESSIBILITY NOTES: C1.0 PLOT PLAN/ SITE PLAN SHEET INDEX: SITE INFORMATION: VICINITY MAP SITE PARKING SUMMARY PA2022-128 Attachment No. PC 6 - Project Plans 139 TITLE SHEET L 0.1 PROJECT VICINITY N.T.S. GENERAL NOTES CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133. BEFORE STARTOF CONSTRUCTION (2 WORKING DAYS OR 48 HOURS). THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES,SERVICES, STRUCTURES, AND FEATURES PRIOR TO START OF CONSTRUCTION. THECONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE ALL DAMAGE RESULTING FROM HIS OPERATIONS. ALL 2:1 SLOPES 3 FEET IN VERTICAL HEIGHT AND ABOVE SHALL BE PLANTED AND IRRIGATED PER COUNTY EROSION CONTROL REQUIREMENTS. EROSION CONTROL MEASURES, IN ADDITION TO THOSE SHOWN ON THE PLANS. SHALL BE REQUIRED DURING THE RAINY SEASON FROM OCTOBER 1 TO APRIL 30 PER THE CITY LANDSCAPE ARCHITECT'S AND COUNTY ENGINEER'S DIRECTION. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL SOIL AMENDMENT DELIVERY TICKETS UPON REQUEST AT THE FINAL INSPECTION. CONTRACTORS ON THE JOB SHALL CARRY INSURANCE SATISFACTORY TO THE OWNER AND PROVIDE PROOF OF CERTIFICATION UPON REQUEST. THIS POLICY SHALL NOT LAPSE OR BE CANCELED AT ANYTIME DURING PROJECT CONSTRUCTION. THE CONTRACTOR AGREES TO HOLD THE OWNER AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUB CONTRACTORS, MATERIALS, SUPPLIERS OR AGENTS. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED CONSTRUCTION PRODUCT AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. ALL LOCAL, MUNICIPAL, AND STATE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE CONSIDERED TO BE INCORPORATED INTO AND MADE A PART OFTHESE SPECIFICATIONS. REFER TO CIVIL ENGINEER PRECISE GRADE PLANS FOR ALL GRADING, DRAINAGE AND RETAINING WALL SPECIFICATIONS. REFER TO STRUCTURAL ENGINEER SPECIFICATIONS AND STRUCTURAL SOIL REPORT SPECIFICATIONS FOR WALL AND STRUCTURE SPECIFICATIONS AS WELL AS SOIL COMPACTION AND DRAINAGE REQUIREMENTS. SHEET INDEX TITLE SHEET 0.1 PROJECTSITE FLETCHER JONES MOTORCARS, INC. Newport Beach, Ca 55 1.4 - 1.5IRRIGATION SPECIFICATIONS AIRPORT SHUTTLE REDEVELOPMENT LANDSCAPE PLANS 73 1.1IRRIGATION PLAN 1.2 - 1.3IRRIGATION DETAILS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 2.3PLANTING SPECS 2.2PLANTING DETAILS 2.1PLANTING PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2016 FJ AIRPORT SHUTTLE REDEVELOPMENT AS SHOWN SHEET SIZE: 24" X 36" 06-30-2024 11-21-2022 CIVILCaliChi Design Group4322 N. Lincoln Avenue Suite AChicago, IL 60618Tel (312) 940-4393 Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FLETCHER JONES AIRPORT SHUTTLE 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 SW BIRC H ST SE B R I S T O L S TSW CYPRESS ST M E S A D R PA2022-128 Attachment No. PC 6 - Project Plans 140 DETAIL A C D LINE SIZE SIZE PLAN SIZE PLAN SIZE POTABLE EQUIPMENT LEGEND MANUFACTURER/MODEL # SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 36" MIN. COVER, PURPLE FOR FUTURE USE SCH 40 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER, PURPLE FOR FUTURE USE SYMBOL FPLAN SIZE LASCO SLO-CLOSE SCH. 80 PVC TRU-UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, SIZE PER LINE DPLAN SIZECLASS 315 PVC IRRIGATION MAINLINE - 24" MIN. COVER, PURPLE FOR FUTURE USE HUNTER ICV-XXXG-AS (1") PLASTIC MASTER CONTROL VALVE WITH "ACCU-SET" PRESSURE REGULATOR 3/4" POTABLE IRRIGATION WATER METER "A". VERIFY ACTUAL LOCATION, AND PRESSURE IN FIELD PRIOR TOCOMMENCING WORK AND PURCHASING EQUIPMENT. H B FEBCO 825YA SERIES, 1" BACKFLOW PREVENTION ASSEMBLY. PIPING BETWEEN METER AND BACKFLOW DEVICESHALL BE 'K' COPPER OR RED BRASS. SET IN V.I.T. STRONGBOX SBBC-40SS ON POURED IN PLACE CONCRETE PAD. CONTRACTOR SHALL PROVIDE PAD LOCK AND LOCK ENCLOSURE IMMEDIATELY UPON INSTALLATION. J RAINBIRD RWS-B-C-1401 DEEP ROOT WATERING SYSTEM (2 PER TREE, LOCATE ON OPPOSITE SIDES OF TREE) O K 120 VOLT ELECTRICAL POWER - PROVIDED BY ELECTRICIAN RAINBIRD WR2 - RFC RAIN/FREEZE SENSOR INOT SHOWN RAINBIRD - XFS-CV-06-18-XXX DRIP TUBING W/ .61 GPH EMITTERS 18" O.C. INSTALL DRIP TUBING IN ROWS AT 18" O.C. PER PLAN IN ALL SHRUB AREAS & 9" O.C. IN PLANTER BOXES. ALL TUBING SHALL BE INSTALLED 4" BELOWFINISHED MULCH. INSTALL 9" WIRE STAKES AT 5' O.C. MAX. ALL PVC LATERAL LINES SHALL BE 1 1/2" IN SIZE UNLESSOTHERWISE SPECIFIED ON PLANS; RECOMMENDED OPERATIONS AT 30PSI 15PSI. PRECIPITATION RATE 0.5 IN/HR PLAN SIZE PLAN SIZE 12/14 GA L M G PLAN SIZE EPLAN SIZE RAIN BIRD MDCFPCAP FLUSH VALVE. INSTALL VALVE BOX 18" FROM PAVING AND AT LOW POINT OF PLANTERAREA. INSTALL FLUSH ASSEMBLY INSIDE A 6" ROUND PURPLE VALVE BOX. ONE PER VALVE PLAN SIZE NF RAINBIRD XCZ-PRB-100/150-LCS 1"/1 12" DRIP ZONE IN-LINE VALVE KIT (POTABLE)INSTALLED IN A PLASTIC VALVE BOX WITH PURPLE LID Q.C. NELSON 7645 ACME THREADS INSTALL EVERY 150' AND 75' FROM LIMITS OF PROJECT AND STREETCROSSINGS. INSTALLED IN A PLASTIC VALVE BOX WITH PURPLE LIDRAINBIRD 100/150-PESB VALVE (POTABLE) P - N/A N/A N/A RAINBIRD FS-100B (1") FLOW SENSOR, INSTALL IN VALVE BOX PER MANUFACTURER RECOMMENDATIONS METER "A" RAINBIRD CONTROLLER ESP12LXMEF + IQNCCRS + IQEXTANTGPCONTROLLERS MOUNTED IN A LXMMSSPED STAINLESS STEEL CABINET PER OWNERS DIRECTION. CONTACTJOSHUA SEIPEL WITH RAINBIRD, (909) 693-8965 UF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT; USE DBY-6 WIRE CONNECTORS FOR USE ON ALLWIRE CONNECTIONS POC #1 1" 1" 3/4" 1" VALVE STATION NUMBER VALVE SIZE 2 A-5 1" RAINBIRD RISER ASSEMBLY TEE OR ELL FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING. - 12STATION GPM2"5.6 A-1 1" 4.3 A-2 1" 5.0 A-3 1" 7.6 A-4 1"5.0 A-5 1" 1" 3/4"3/4" 3/4" 3/4"1"3/4"3/4"1"3/4"3/4" F F F F F FF F F (1)2" SLEEVE (1)2" SLEEVE(1)2" SLEEVE(1)2"&(1)4" SLEEVE(1)2"&(1)4" SLEEVE(2 )2 " S LE EV E(1)2" SLEEVE(2)2" SLEEVE(2)2" SLEEVE(2)2" SLEEVE(2)2" SLEEVE 2"2"2" © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2016 FJ AIRPORT SHUTTLE REDEVELOPMENT AS SHOWN SHEET SIZE: 24" X 36" 06-30-2024 11-21-2022 CIVILCaliChi Design Group4322 N. Lincoln Avenue Suite AChicago, IL 60618Tel (312) 940-4393 Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FLETCHER JONES AIRPORT SHUTTLE 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 N O R T H 0 20' Scale: 1"= 20' 40' 80' IRRIGATION PLAN L 1.1 CURB GUTTER POTABLE WATER LINE STREET CENTERLINE FIRE HYDRANT WATER METER WATER METERDRIVEWAY PER CIVIL POC 11" POTABLE WATER METER W/ 2" SERVICEBRISTOL STREET CAR WASH BUILDING PARKING STALLS PARKING STALLS PARKING STALLS PROPERTYLINE PROPERTYLINE PROPERTYLINE STORM DRAIN WATER FILTRATIONBASIN STORM DRAIN STORM DRAIN STORM DRAIN WATER FILTRATIONBASIN WATER FILTRATIONBASIN WATER FILTRATION BASIN STORM DRAIN ASPHALT PAVINGPER CIVIL ASPHALT PAVINGPER CIVIL EXISTING BUILDING VERIFY PRESSURE AT POC IN FIELD PRIOR TO CONSTRUCTION.CONTACT LANDSCAPE ARCHITECT IF DIFFERENT FROM ABOVE. T.S. SECURITY FENCE T.S. SECURITY FENCE PA2022-128 Attachment No. PC 6 - Project Plans 141 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2016 FJ AIRPORT SHUTTLE REDEVELOPMENT AS SHOWN SHEET SIZE: 24" X 36" 06-30-2024 11-21-2022 CIVILCaliChi Design Group4322 N. Lincoln Avenue Suite AChicago, IL 60618Tel (312) 940-4393 Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FLETCHER JONES AIRPORT SHUTTLE 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 IRRIGATION DETAILS L 1.2 B FLOW SENSORA BALL VALVE 4" MIN. SECTION VIEW - N.T.S. FLOW 2" MIN. 3" FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOXWITH BOLT DOWN COVER, USESTAINLESS BOLT, NUT, AND WASHER.BOX TO BE PLACED AT RIGHT ANGLETO HARDSCAPE EDGE. HEAT BRAND"BV" ONTO LID. BALL VALVE, SEE LEGEND FORSPECIFICATION FINISHED GRADE IN SHRUB AREAS PRESSURE SUPPLY LINE DEPTH AS PERSPECS. PVC MALE ADAPTER BRICK SUPPORTS BRASS UNION BRASS NIPPLE (LENGTH AS REQUIRED) LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. 1 2 3 4 5 6 7 8 9 10 11 1 NOTES: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVEINSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVEINSTALLATION AT MAIN LINE DEPTH. 2 3 4 5 6 7 891011 PER SPECS. AND PLAN. SECTION VIEW - N.T.S. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO OF THE FLOW SENSOR. IRRIGATION CONTROLLER. NOTE: 3" 4" MIN. FLOW 2" MIN. COVER, USE STAINLESS BOLT, NUT, AND WASHER.BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION PVC MAINLINE PIPEPER SPECISIFICATION 36" WIRE LOOP FINISHED GRADE IN SHRUB AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FINISHED GRADE IN TURF AREAS 3/4" ROCK, 2 CUBIC FT. LANDSCAPE FABRIC PVC MAINLINE PIPE TO MASTER VALVE BRICK SUPPORTS C DRIP VALVE ASSEMBLY D PIPE INSTALLATION A B CCC C 4" A 24" 12" B CC DIMENSION 4"36" SECTION VIEW - N.T.S. 1/2" TO 2-1/2" IN SIZE 3" TO 6" IN SIZE FINISH GRADE CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS.BUNDLED & TAPED TO MAIN UNDISTURBED SOIL PRESSURE MAINLINE, SEESPECIFICATIONS 1 2 3 4 5 6 1 2 3 4 5 6 12" MAX. PVC MAINLINE FLOW PENTITE CONNECTIONS SCH. 80 RISER (LENGTH AS REQUIRED) AUTOMATIC CONTROL VALVE EXPANSION COILS AT WIRECONNECTIONS, 10 WRAPS AROUND A1/2" PIPE PLASTIC VALVE BOX W/ LOCKINGCOVER FINISH GRADE- 1" BELOW VALVE BOX INLAWN AND 2" IN SHRUB AREAS, CURBOR ASPHALT PAVING Y-STRAINER PRESSURE REGULATOR PVC UNION SCH. 40 PVC RISER SET BLOCK LEVEL ON BRICK SUPPORTS,4 MIN. SCH. 40 PVC ELL PVC LATERAL LINE 5" PEA GRAVEL 1 2 3 4 5 6 1 7 8 9 10 11 12 13 NOTE:1. TAPE CONTROL WIRES TO MAINLINE 10' O.C.2. USE TEFLON TAPE ON ALL THREADED JOINTSPIPE DEPTHSEE SPECSCLEAR6" MIN.2 3 4 5 6 7 8 9 10 11 12 13 14 14 TAG - PURPLE FOR RECYCLED INSERTED INTO TUBE UNTIL THESCOTCHLOK CONNECTOR AND WIRES CONNECTOR PASSES LOCK TABS WATERPROOF GELPOLY TUBE PRE-FILLED WITH ONCE CONNECTOR IS INSERTEDLOCK TABS PREVENT WIRE REMOVAL SCOTCHLOK ELECTRICAL SPRINGCONNECTOR. WIRES SHALL BEPRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION CONNECTOR ONTO WIRES TO INTO THE CONNECTIOR. TWIST SEAT FIRMLY. IS INSERTED INTO TUBE WIRES PASS THROUGH GROOVES INTUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE LOW VOLTAGE WIRES, 3 MAXIMUM DIRECT BURY SPLICE KIT SHALL BE USED TOELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12PRE-STRIPPED COPPER WIRES. LARGER WIRESOR GREATER QUANTITIES OF WIRES SHALLREQUIRE A LARGER APPROVED WIRECONNECTION. KIT SHALL INCLUDE A SCOTCHLOK Y SPRINGCONNECTOR, A POLYPROPYLENE TUBE AND AWATERPROOF SEALING GEL. TUBE SHALL BESUPPLIED PREFILLED WITH GEL. NOTE:WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. I WIRE SPLICE WIRE SIZE CHART (FT) GROUND CONTROL WIRE 18 WIRE 18 16 14 12 10 8 6 16 14 12 10 8 6 1020 1260 1470 1640 1770 1860 1930 1260 1630 2000 2330 2610 2810 2960 1470 2000 2590 3180 3710 4150 4480 1640 2330 3180 4120 5050 5900 6590 1770 2610 3710 5050 6540 8030 9380 1860 2810 4150 5900 8030 10400 12770 1930 2960 4480 6590 9380 12770 16540 J QUICK COUPLER E SLEEVE INSTALLATION A DDDD C B ABCD 36" 24" 24" 4" DIMENSION 1/2" TO 4" IN SIZE SECTION VIEW - N.T.S. PAVING SAND BACKFILL COMPACTEDTO THE DENSITY OF EXISTINGSOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40SLEEVE UNDISTURBED SOIL PRESSURE MAINLINE IN SCH 40SLEEVE 1 2 3 4 5 6 NOTES: PVC SLEEVES TO BE TWICETHE DIAMETER OF THE PIPEOR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPEINSTALLED IN ROCK SOIL. 1 2 3 4 5 6 F REMOTE CONTROL VALVE 4" MIN. 1" FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITHBOLT DOWN COVER, USE STAINLESS BOLT,NUT, AND WASHER. BOX TO BE PLACEDAT RIGHT ANGLE TO HARDSCAPE EDGE.HEAT BRAND. FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP, EXPANSION COILS ATWIRE CONNECTIONS 10 WRAPS AROUNDA 1/2" PIPE, USE PENTITE CONNECTORS,CONTROL WIRES BACK TO CONTROLLER VALVE ID TAGS PVC THD. ELL SCH 80 PVC, LATERAL LINESIZE TYP. REMOTE CONTROL VALVE BRICK SUPPORTS AT EACH CORNER SCH 80 PVC NIPPLE TYP. (LENGTH ASREQUIRED) IRRIGATION MAINLINE, 6" MIN. SCH. 80 UNION FEMALE ADAPTER SCH. 80 PVC CLEARFROM BOTTOM OF BOX LATERAL LINE ID TAG 1 2 2 3 4 5 6 7 8 9 10 11 12 13 3 5 4 6 7 8 9 10 13 12 11 1 NOTES: 1. ATTACH YELLOW PLASTIC TAGS WITH VALVE NO. TO CONTROL WIRE IN BOX2. HOT BRAND BOX COVER W/VALVE STATION NO. IN 4" HIGHNUMBERS3. ALL PVC FITTINGS TO BE SCH 804. TAPE CONTROL WIRES TO MAINLINE 10' O.C.5. USE TEFLON TAPE ON ALL THREADED JOINTS6. TOP OF BOX TO BE 1" ABOVE GRADE FOR GROUND COVER AREA AND 1/2" FOR LAWN AREA 14 14 H MASTER VALVE 3" B 4" MIN. B 2" MIN. SECTION VIEW - N.T.S. FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITHBOLT DOWN COVER, USE STAINLESS BOLT,NUT, AND WASHER. BOX TO BE PLACEDAT RIGHT ANGLE TO HARDSCAPE EDGE.HEAT BRAND. MASTER CONTROL VALVE, SEE LEGENDFOR SPEC. FINISHED GRADE IN SHRUB AREAS 36" WIRE LOOP VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2REQUIRED PVC MAINLINE TO FLOW SENSOR, PIPE PERSPECS. BRICK SUPPORTS BRASS UNION BRASS NIPPLE TYP. (LEGNTH AS REQUIRED) PVC MAINLINE PIPE FROM BACKFLOW PERSPECS. ID TAG 1 1 NOTE:USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROMUP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. VALVE BOX LID SHALL BE PURPLE AND MARKED RECYCLEDWATER. DEPTHPERLEGEND 2 3 4 5 6 7 8 9 10 11 12 2 3 4 5 6 7 8 9 101112 13 13 K DEEP ROOT WATER WITH BUBBLER SECTION VIEW PLAN VIEW DRAIN CAP (RECYCLED - PURPLE) FINISH GRADE BUBBLER HEAD, SEE LEGEND FORSPECIFICATION, TOP 1" BELOW FINISHGRADE SCH 80 NIPPLE (LENGTH AS REQUIRED,2 REQUIRED) ANTI-DRAIN VALVE, SEE LEGEND FORSPECIFICATION COMPACTED SUBGRADE - PER SOIL'SREPORT RECOMMENDATIONS PVC LATERAL LINE DRILL THROUGH FOR PIPE 1/2" PVC ELL (SxT) 4" DIA. x 36" LONG PERFORATED PVCDRAIN PIPE FILL WITH 3/4" GRAVEL TOBOTTOM OF CHECK VALVE ROOT BALL OF TREE AMENDED BACKFILL 1 2 3 4 5 6 7 8 9 10 11 12 11 3 NOTE: 1. BUBBLER HEADS PER TREE SIZE RECOMMENDATIONS: 2 BUBBLERS MIN. PER TREE 2. FOR PVC LATERAL LINE PIPE SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIREMENTS 12 1 2 4 5 6 7 8 9 10 11 3 7 G BACKFLOW PRESSURE REGULATOR 112-YSBR BRASS UNION TO VALVES FLOW NOTE: 18"4" (TYP.) BRASS NIPPLES BASE3 1/2" CONC. BRASS UNION BRASS ELLS (4) THRUST BLOCK 1 CU FT CONC. FLOW LINEPVC PRESSURE FINISH GRADE 2" (TO TOP OF MULCH OR SOIL) INSTALL PER MANUFACTURERENCLOSURE W/ LOCK BACKFLOW PREVENTER WYE STRAINER - WILKINS 11/2" PVC PRESSURE LINE BRASS THREADED RISER BACKFLOW PREVENTERREDUCED PRESSURE PRINCIPLE USE PIPE SUPPORTS FOR 90% COMPACTED SUBGRADE STABILITY AS REQUIRED FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITHBOLT DOWN COVER, USE STAINLESS BOLT,NUT, AND WASHER. BOX TO BE PLACED ATRIGHT ANGLE TO HARDSCAPE EDGE. HEATBRAND "BV" ONTO LID. RAINBIRD 44LRC QUICK COUPLER VALVEWITH LOCKING PURPLE COVER AND ACMETHREAD FINISHED GRADE IN SHRUB AREAS PRESSURE SUPPLY LINE DEPTH AS PER SPECS. STAINLESS STEEL SCREW CLAMP BRICK SUPPORTS BRASS NIPPLE (LENGTH AS REQUIRED) BRASS 90 STREET ELL FITTING LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. #4 REBAR STAKE (24" MIN) 1 2 3 4 5 6 7 8 9 10 11 12 4" MIN. 1 2 3 2" MIN. 4 5 7 8 9912 6 SECTION VIEW - N.T.S. 8 NOTES: INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPERVALVE INSTALLATION AT MAIN LINE DEPTH. FLOW 10 11 PA2022-128 Attachment No. PC 6 - Project Plans 142 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2016 FJ AIRPORT SHUTTLE REDEVELOPMENT AS SHOWN SHEET SIZE: 24" X 36" 06-30-2024 11-21-2022 CIVILCaliChi Design Group4322 N. Lincoln Avenue Suite AChicago, IL 60618Tel (312) 940-4393 Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FLETCHER JONES AIRPORT SHUTTLE 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 IRRIGATION DETAILS L 1.3 L NXFS-CV SUB-SURFACE/ON-SURFACE DRIPLINE FLUSH VALVE 1 2"-4" XFS-CV Dripline Maximum Lateral Lengths(Feet) Inlet Pressure psi 12" Spacing 18" Spacing Nominal Flow (gph) Nominal Flow (gph) 0.60.90.60.9 20 192 136 254 215 30 289 205 402 337 40 350 248 498 416 50 397 281 573 477 60 436 309 637 529 5 4 OP OP 10 7 6 9 INSET B 11 INSET A 12 613 14 13 15 1 INSET A 2 3 8 4 5 3 2 1 6 8 7 PVC EXHAUST HEADER FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS-CV FLUSH POINT" PVC TEE SUB-SURFACE/ON-SURFACE DRIPLINE: RAIN BIRD XFS-CV SERIES DRIPLINE (TYPICAL) NON-POTABLE: XFS-CVP DRIPLINE CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE(TYPICAL)- SEE INSET A :RAIN BIRD XCZ DRIP CONTROL ZONE KIT INSTALLED INVALVE BOX PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT(SIZED TO MEET LATERAL FLOW DEMAND) PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROMPERIMETER OF AREA 9 10 11 12 13 14 15 FP FPOP 2 NOTES:1. FOR ALL XFS-CV AND POLY CONNECTIONS INSTALL XFF AND/OR XFDFITTINGS.2. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASEDON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. 3. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THEMAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 2-3" MULCH 1 INSET B ON-GRADE 6 5 INSET B SUB-GRADE 2-3"MULCH 6 1 5 M SUPPLY HEADER CONNECTION 3 7 5 4 2 1 FINISH GRADE FLUSH CAP FOR EASY FIT COMPRESSION FITTINGS: POTABLE:RAIN BIRD MDCFCAP NON-POTABLE: RAIN BIRD MDCFPCAP NOTE:1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX INORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. 2 3 4 51 667 IN NOTES:1. 2. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVEGROUND RESISTANCE OF 10 OHMS OR LESS. O RAINBIRD CONTROLLER 1 RAINBIRD WR2-RFC RAIN/FREEZE SENSOR 3/4-INCH SCH 40 RISER 2 WIRE TO IRRIGATION CONTROLLER4 PEDESTAL MOUNTED IRRIGATION 3 R CONTROLLER ENCLOSURE 1 2 4 3 EXTENSION (FIPT X MIPT) SECURED TO ENCLOSURE WITH SCH 40 NUT R P RAINBIRD RAIN SENSOR PA2022-128 Attachment No. PC 6 - Project Plans 143 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2016 FJ AIRPORT SHUTTLE REDEVELOPMENT AS SHOWN SHEET SIZE: 24" X 36" 06-30-2024 11-21-2022 CIVILCaliChi Design Group4322 N. Lincoln Avenue Suite AChicago, IL 60618Tel (312) 940-4393 Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FLETCHER JONES AIRPORT SHUTTLE 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 IRRIGATION SPECS L 1.4 NOTICE OF COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICEOF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THESATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. NOTICE OF COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICEOF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THESATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. OPERATING INSTRUCTIONS: AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALLINSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THESYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING INSTRUCTIONS. FINAL SITE REVIEW UPON COMPLETION OF WORK THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT FORFINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTINGVARIANCES OR OMISSIONS SHALL BE NOTED AT THIS TIME. THE CONTRACTOR SHALL STIPULATE WHENAND HOW THE CONDITIONS WILL BE RECTIFIED. WHEN THESE CHANGES HAVE BEEN CARRIED OUT,THE AREAS CLEANED AND A NOTICE OF COMPLETION / ACCEPTANCE SHALL BE RECORDED ONLYWHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHORIZEDREPRESENTATIVE. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISHAND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALLINSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CAREFOR LANDSCAPE PLANTINGS. GUARANTEE: THE ENTIRE IRRIGATION SYSTEM, INCLUDING ALL WORK DONE UNDER THIS CONTRACT,SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, ANDSHALL BE MAINTAINED IN PERFECT WORKING ORDER FOR ONE (1) YEAR FROM DATE OF COMPLETIONBY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. ALL MATERIALS USED SHALL CARRY AMANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF BACKFILLED TRENCHESWHICH MAY OCCUR DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHALL BE REPAIRED TO THEOWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER - INCLUDING THECOMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANYKIND. PRESSURED MAINLINE: ALL PIPE SHALL BE PURPLE FOR RECYCLED WATER. PIPE FROM SOURCE OFSUPPLY TO CONTROL VALVES AND HOSE BIBS 2" OR LARGER SHALL BE CLASS 315 SDR 13.5 TYPE 1220P.V.C. CONFORMING TO ASTM D2241, ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. ALL PIPELESS THAN 2" SHALL BE SCHEDULE 40 TYPE 1220 P.V.C. CONFORMING TO ASTM D1785, ASTM D1784ALL PLASTIC PIPE SHALL BE MARKED SHALL BE EXTRUDED FROM VIRGIN MATERIALS WITH THEMANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE, AND NSF APPROVAL. LATERAL LINE BELOW GRADE: ALL PIPE SHALL BE PURPLE FOR RECYCLED WATER. NON-PRESSURIZEDLATERAL LINE PIPE SHALL BE CLASS 200 SDR 21 TYPE 1220 P.V.C. CONFORMING TO ASTM D2241,D1784. P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BEMARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. LATERAL LINE ON GRADE: ALL PIPE SHALL BE PURPLE FOR RECYCLED WATER. NON-PRESSUREDLATERAL LINE PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R. CONFORMING TO ASTM D1785, ASTMD1784 AND ASTM G-53. MANUFACTURED BY BROWNLINE PIPE COMPANY OR AS INDICATED ONLEGEND. P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL BEMARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND NSF APPROVAL. PLASTIC PIPE FITTINGS: ALL PIPE SHALL BE PURPLE FOR RECYCLED WATER. SHALL BE SCHEDULE 40P.V.C. (CONFORMING TO ASTM D1785, D2466) TAPERED SOCKET TYPE, SUITABLE FOR EITHER SOLVENTWELD OR SCREWED CONNECTIONS, FLANGE AND SADDLE TEES WILL NOT BE ALLOWED. SOLVENTSHALL BE AS RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE RED BRASS, SCHEDULE 40 SCREWED PIPECONFORMING TO FEDERAL SPECIFICATIONS NO. WW - P-351. FITTINGS SHALL BE RED BRASSCONFORMING TO FEDERAL SPECIFICATION NO. WW-P-460. COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K (HARD-DRAWN) CONFORMING TO ASTMB88. FITTING SHALL BE WROUGHT SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16.22 JOINTSSHALL BE SOLDERED IN ACCORDANCE TO ASTM B-206 AND FEDERAL SPECIFICATIONS QQB 00655. STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 40 MILLED STEEL SCREWED PIPE WITHMEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS. STEEL PIPE SHALL BE INSTALLEDON GRADE SECURED TO SURFACE PER DETAIL. BALL VALVES: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. 125 P.S.I.MINIMUM, HEAVY DUTY, FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WITH N.D.S. TYPE PLASTIC OREQUAL ACCESS BOX AND LID., PURPLE LID PER RECYCLED REQUIREMENTS. CONTROL VALVES: SHALL BE AS INDICATED ON THE DRAWINGS WITH FLOW ADJUSTMENT ANDMANUAL BLEED DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED, IN ONE OF THE FOLLOWING TYPEBOXES AS INDICATED ON THE DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATINGSEQUENCE INDICATED ON THE DRAWINGS. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRONICCONTROL VALVES SHALL BE UF, SOLID COPPER WIRE, VINYL INSULATED 600 V. RATING, FOR DIRECTBURIAL INSTALLATIONS. CODING SHALL BE COLOR WIRE FOR PILOT WIRE. WHITE FOR COMMONGROUND WIRE. MINIMUM WIRE SIZES SHALL BE 14 GAUGE BURIED 18" BELOW GRADE. USEAPPROVED WATER PROOF WIRE CONNECTORS AND SEALER ON ALL SPLICES. A 24 INCH EXPANSIONPIG TAIL COIL SHALL BE PROVIDED AT EACH CONTROL VALVE AND AT EACH CHANGE IN DIRECTIONOF THE WIRE RUN. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THESAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. AUTOMATIC CONTROLLER: SHALL BE AS INDICATED ON THE DRAWINGS, COMPLETE WITH ELECTRICALHOOK-UP AND PROPER MOUNTING. ANY CONTROL WIRE EXPOSED AT THE CONTROLLER SHALL BEENCASED IN ELECTRICAL CONDUIT OF THE SIZE REQUIRED. OUTDOOR CONTROLLERS SHALL BE WITHINA VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH AN ON/OFF SWITCH FOR 110 VOLT POWERSUPPLY TO CONTROLLER. IRRIGATION HEADS: ALL HEADS SHALL HAVE PURPLE CAPS PER RECYCLED GUIDELINES. SHALL BE OFTHE TYPES AND SIZES INDICATED ON THE DRAWINGS. ALL HEADS SHALL BE ADJUSTABLE, RISER NIPPLESSHALL BE THE SAME SIZE AS THE RISER OPENING IN THE BODY. BACKFLOW DEVICES: BACKFLOW PREVENTORS AND/OR VACUUM BREAKERS SHALL BE AS INDICATEDON THE DRAWINGS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION, INSTALLED TO MEETLOCAL CODES. ALL IRRIGATION SYSTEMS USING POTABLE WATER SOURCE REQUIRE BACKFLOWPREVENTION. CHECK VALVES: CONTRACTOR SHALL INSTALL ANTI-DRAIN VALVES AS REQUIRED TO PREVENT LOWHEAD DRAINAGE. ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN ANTI-DRAINVALVE. ATMOSPHERIC VACUUM BREAKERS: SHALL BE HEAVY DUTY BRASS AND FEDERAL SPECIFIED. INSTALLON NON-CONSTANT PRESSURE LINES (LATERAL LINE) PER MANUFACTURE'S SPECIFICATIONS. INSTALL12" ABOVE HEIGHEST HEAD ON THAT SYSTEM. LOCATION PER DRAWINGS. PRESSURE REGULATORS: SHALL BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS.FACTORY SET P.S.I. AS SPECIFIED PER DRAWINGS. QUICK COUPLERS: SHALL BE HEAVY DUTY BRASS WITH COLORIZED RUBBER COVER AND TWO (2)PIECE BODY DESIGN. LOCATION PER DRAWINGS AS APPLICABLE. RISERS: ALL RISERS TO QUICK COUPLERS AND BACK FLOW DEVICES SHALL BE SCHEDULE 40 BRASS OFTHE REQUIRED SIZES, RISERS TO IRRIGATION HEADS SHALL BE SCHEDULE 80 TYPE 1220 P.V.C.CONFORMING TO ASTM 2464. VALVE BOXES: INSTALL ALL VALVES, EXCEPT ANTI-SIPHON VALVES, IN PREMOLDED HIGH IMPACTPLASTIC VALVE BOX. USE ROUND BOX FOR QUICK COUPLERS AND RECTANGULAR BOX FOR ALLOTHER VALVES. N.D.S (OR APPROVED EQUAL) WITH PURPLE LID PER RECYCLED REQUIREMENTS.LOCATE IN SHRUB PLANTING AREAS WHENEVER POSSIBLE. 1. PLASTIC PIPE NOTES HANDLING: THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING AND STORINGP.V.C. PIPE AND FITTINGS. ALL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO DUE BENDING OFCONCENTRATED EXTERNAL LOAD AT ANY POINT. P.V.C. PIPE AND FITTINGS SHALL NOT BE STORED INDIRECT SUNLIGHT. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED WILL BEDISCARDED. LOCATIONS: PIPE LINES SHALL BE INSTALLED IN THE LOCATIONS AND OF THE SIZES SHOWN ON THEDRAWINGS OR HEREIN SPECIFIED. WHERE PIPING ON THE DRAWINGS IS SHOWN UNDER PAVEDAREAS BUT RUNNING PARALLEL AND ADJACENT TO PLANTING AREAS, THE INTENT OF THE DRAWINGSIS TO INSTALL THE PIPING IN THE PLANTING AREA. PIPE CLEARANCE: UNDERGROUND LINES UP TO 2" INCLUSIVE SHALL HAVE A MINIMUM HORIZONTALCLEARANCE OF 12" FROM LINES OF OTHER TRADES. THIS REQUIREMENT DOES NOT APPLY TO ANYLINES CROSSING AT ANGLES FROM 45 DEGREES WITH EACH OTHER. A MINIMUM 2" VERTICALCLEARANCE SHALL BE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN THESE ANGLES. NO LINESHALL BE INSTALLED PARALLEL TO AND DIRECTLY OVER ANOTHER LINE. ASSEMBLY: ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT. THE MAIN LINE SUPPLY SHALL BE FLUSHEDOUT AND TESTED FOR LEAKS BEFORE BACK FILLING AND WITH CONTROL VALVES IN PLACE ANDBEFORE LATERAL PIPES ARE CONNECTED TO VALVES. EACH SECTION OF LATERAL PIPE SHALL BEFLUSHED OUT BEFORE SPRINKLER HEADS ARE ATTACHED. UNDER CONCRETE: GENERALLY, PIPING UNDERCONCRETE SHALL BE DONE BY SLEEVING PRIORTO INSTALLATION OF CONCRETE. WRITTEN PERMISSION TO JACK, BORE OR HYDRAULIC DRIVE UNDER CONCRETE OR TO CUT OR BREAK SIDEWALKS AND/OR CONCRETEMUST BE OBTAINED FROM THE OWNER'S AUTHORIZEDREPRESENTATIVE. NO HYDRAULIC DRIVING WILL BEPERMITTED UNDER ASPHALT CONCRETE PAVING. IRRIGATION SPECIFICATIONS A. LANDSCAPE WORK GENERAL NOTES ORDINANCES AND REGULATIONS: ALL LANDSCAPE IRRIGATION WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY & STATE). PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, INSTALL, AND COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED AND SHALL OBTAIN (AND KEEP IN FORCE DURING THE LANDSCAPE CONTRACTOR. PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. PLAN & FIELD VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES THE OWNER'S SUPERINTENDENT WILL INSPECT THE PLANTING SHALL THEN APPLY. WORK PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. METHODS OF CONSTRUCTION: THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHEST QUALITY STANDARDS. COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER IN PRODUCING THE BEST POSSIBLE PRODUCT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES, PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS: IF THE SPECIFIED LANDSCAPE MATERIAL IS NOT REASONABLY OBTAINABLE, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR ALTERNATE FROM THE LANDSCAPE ARCHITECT. MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND THE LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. IRRIGATION PLANS: THE IRRIGATION PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. IRRIGATION NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. POINT OF CONNECTION (P.O.C.) VERIFICATION: LOCATION OF THE POINT OF CONNECTION SHOWN ON THE DRAWINGS MAY BE APPROXIMATE ONLY. THE CONTRACTOR SHALL APPROVE FINAL (P.O.C.) LOCATION WITH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO THE METER (P.O.C.) AT EACH POINT OF CONNECTION. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. FITTINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. REQUIRED FIELD OBSERVATIONS: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THEOWNER OF SAID PLANS WILL USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE 'FULL' CONTRACTSERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USEDAVID NEAULT & ASSOCIATES, INC. TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICESSET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THEDESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, FAILURE TO DETECT ERRORS ANDOMISSIONS IN THE PLANS AND SPECIFICATIONS, OR IN THE EVENT THAT DAVID NEAULT & ASSOCIATES,INC. IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTHHEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVEPURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, ANDDEFEND DAVID NEAULT & ASSOCIATES, INC. AND THEIR CONSULTANTS FROM AND AGAINST ANYAND ALL CLAIMS. FIELD OBSERVATION COORDINATION: OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR ANDCOORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THEOWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48)HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANYREQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOBSUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THEOBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. CLOSING OF UNINSPECTED WORK: THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THEWORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THECONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITYHAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVEREDBEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER ITHAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRSNECESSARY TO THE OWNER'S SATISFACTION. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZEDREPRESENTATIVE TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDESAFE ACCESS FOR SUCH VISITS. B. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR, IT SHALL NOT BECOVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZEDREPRESENTATIVE, AND/OR GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, AMINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. SHOULDANY WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED,UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM: 1. SYSTEM LAYOUT 2. PRESSURE TEST OF IRRIGATION MAINLINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC WATERPRESSURE, WHICH EVER IS GREATER). MAINLINE PRESSURE LOSS DURING TEST SHALL NOT EXCEED 2PSI. 3. COVERAGE TEST OF IRRIGATION SYSTEM. TEST SHALL BE PERFORMED PRIOR TO ANY PLANTING. 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 5. FINAL ACCEPTANCE D. SITE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE FIELD RECORD DRAWINGSAS PREPARED BY THE IRRIGATION CONTRACTOR. RECORD DRAWINGS MUST COMPLETE AND UP TODATE FOR EACH SITE VISIT. E. WORK THAT FAILS TESTING AND IS NOT ACCEPTED WILL BE RETESTED. HOURLY RATES ANDEXPENSES OF THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNINGAGENCIES FOR REINSPECTION OR RETESTING WILL BE PAID BY THE IRRIGATION CONTRACTOR AT NOADDITIONAL EXPENSE TO OWNER. COMPLETION: UPON COMPLETION OF THE IRRIGATION SYSTEM INSTALLATION AND PRIOR TO ANYPLANTING, THE CONTRACTOR SHALL ADJUST SPRINKLER HEADS TO EVENLY AND PROPERLY DISTRIBUTETHE RATE OF PRECIPITATION OF THE WATER AND SHALL DETERMINE IF THE COVERAGE OF THEPLANTING AREAS IS COMPLETE AND ADEQUATE. CONTRACTOR SHALL MAKE ADJUSTMENTS TOPROVIDE OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY OVER SPRAY ON ALL WALKS,ROADWAYS AND BUILDINGS. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALLWORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DISCLOSED BY THE COVERAGETEST. WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPE ARCHITECT.A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDING THECONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT ANDCONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. B. PRODUCTS & MATERIALS SCOPE OF WORK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENTNECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS ANDHEREIN SPECIFIED. THE FOLLOWING COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THELIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLEQUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESEPLANS AND SPECIFICATIONS. INSTALLATION PROCEDURES: EXCEPT AS NOTED IN OTHER PARTS OF THIS SPECIFICATION OR IN THE DRAWINGS,INSTALLATION OF PIPE AND FITTINGS SHALL BE AS OUTLINED IN MANUALS AS FURNISHED BY PIPE MANUFACTURERWHICH SHALL BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFICATION. PLASTIC PIPE SHALL NOT BE LAIDWHEN THERE IS WATER IN TRENCH. PIPE DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE 3" AND LARGER.PROVIDE A MINIMUM 18" OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE UP TO AND INCLUDING 2 1/2".PROVIDE A MINIMUM OF 12" OF EARTH COVERAGE FOR ALL NON PRESSURE LATERAL LINES. SITE MAINTENANCE: ALL LUMBER, RUBBISH AND LARGE ROCKS SHALL BE REMOVED FROM THE TRENCHES. PIPESHALL HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH PIPE LINE TO PREVENT UNEVENSETTLEMENT. PAD THE TRENCHES WITH DIRT OR SAND 4" IN DEPTH IF THE SOIL IS EXTREMELY ROCKY. TREE LOCATIONS: TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TOTRENCHING PIPE. EXPANSION: PLASTIC PIPE WILL EXPAND APPROXIMATELY SIX (6") PER THOUSAND FT. (1000') BETWEEN DAY ANDNIGHT TEMPERATURES IN HOT CLIMATE. THEREFORE, PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCHBOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. PIPE MAINTENANCE: ALL FOREIGN MATTER OR DIRT SHALL BE REMOVED FROM THE INSIDE OF THE PIPE BEFORE ITIS LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE KEPT CLEAN BY APPROVED MEANS DURING ANDAFTER LAYING OF THE PIPE. SLEEVING: IRRIGATION LINES THAT ARE UNDER STREETS AND PAVING OVER SEVEN (7) FEET WIDE SHALL BEINSTALLED BY THE OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE SCHEDULE 40 AND TWO TIMES THEDIAMETER OF THE PIPE AND/OR ADEQUATE FOR INSTALLATION OF WIRE. SLEEVING SHALL BE COORDINATED WITHIRRIGATION CONTRACTOR PRIOR TO BEGINNING OF WORK. JOINTS: JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS. THREADED CONNECTIONS: ON PLASTIC TO STEEL CONNECTIONS, THE CONTRACTOR SHALL WORK THE STEELCONNECTIONS FIRST. NON-HARDENING PIPE PERMATEX #2 TEFLON TAPE SHALL BE USED ON ALL THREADEDPLASTIC TO STEEL AND PLASTIC TO PLASTIC JOINTS WITH LIGHT WRENCH PRESSURE IS ALL TO BE USED. SOLVENT CONNECTIONS: FOR P.V.C. PIPE, CONTRACTOR SHALL USE SOLVENT PRIMER AND SOLVENT CEMENTRECOMMENDED BY THE MANUFACTURER AND CONFORMING TO ASTM D-2564. FOR UVR-P.V.C. SOLVENTCEMENT SHALL BE BROWNLINE BOND-TITE CEMENT (CONFORMING TO THE REQUIREMENTS OF ASTM D-2564)APPLY WITH AN APPROVED PRIMER PRIOR TO APPLICATION OF CEMENT. ALL PIPE AND FITTINGS SHALL BETHOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTOR WILLMAKE SOLVENT WELD JOINTS WITH NON-SYNTHETIC BRISTLE BRUSH IN THE FOLLOWING SEQUENCE: A. APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE INSIDE OF THE FITTING.B THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE OUTSIDE OF THE PIPE, MAKING SURE THAT THECOATED AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET.C. INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN THE PIPE APPROXIMATELY 1/4TURN TO DISTRIBUTE THE SOLVENT AND REMOVE AIRBUBBLES. HOLD THE JOINT FOR APPROXIMATELY 15 SECONDS SO THE FITTING DOES NOT PUSH OFF THE PIPE.D. USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT TO PREVENT WEAKENING THEJOINT. DISTURBING THE LAST COMPLETED JOINT.E. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE PIPE IS NOT TWISTED.F. ALLOW AT LEAST 15 MINUTES SET UP TIME FOR EACH. PRESSURE LINE TESTING: ALL TESTS ON PRESSURE LINES SHALL BE COMPLETE PRIOR TO BACKFILLING; HOWEVER,SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES BETWEEN FITTINGS TO ENSURE THE STABILITY OF THELINE AS IT IS PRESSURIZED. IN ALL CASES, FITTINGS AND COUPLINGS MUST BE OPEN TO VISUAL INSPECTION FORTHE FULL PERIOD OF THE TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT WELDED JOINT HAS HADTWELVE (12) HOURS TO SET AND CURE. PRESSURE LINES SHALL BE TESTED UNDER 150 P.S.I. WORKING PRESSUREFOR A PERIOD OF FOUR (4) HOURS AND PROVEN TIGHT. IF LEAKS OCCUR, THE JOINT OR JOINTS SHALL BEREPLACED AND THE TESTS REPEATED. BACKFILLING OF TRENCHES: BECAUSE OF THE EXPANSION AND CONTRACTION OF PLASTIC PIPE, BACKFILLINGSHALL BE DONE IN THE COOL PART OF THE DAY, ESPECIALLY IN HOT CLIMATES. TRENCHES SHALL BE BACKFILLEDWITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING, FREE FROM LARGE CLODS OF EARTH ORSTONES. BACKFILL SHALL BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO A DRY DENSITYEQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENTGRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES. TRENCHING AND BACKFILLING UNDER PAVING: TRENCHES LOCATED UNDER WHERE PAVING, CONCRETE ORASPHALT WILL BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH RECOMMENDATION OF STRUCTURALSOILS REPORT. PLASTIC PIPE GUARANTEE: SPECIFICATIONS AND LITERATURE SHALL BE SUBMITTED FOR APPROVAL PRIOR TOSUBMISSION OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED. PLASTIC PIPE MANUFACTURER'SGUARANTEE SHALL COVER WORKMANSHIP OF MATERIALS FOR ALL PLASTIC PIPE FITTINGS. DEFECTS: ALL DEFECTS IN INSTALLATION OF PLASTIC PIPE SHALL BE CORRECTED THROUGH THE GUARANTEEPERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. PA2022-128 Attachment No. PC 6 - Project Plans 144 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2016 FJ AIRPORT SHUTTLE REDEVELOPMENT AS SHOWN SHEET SIZE: 24" X 36" 06-30-2024 11-21-2022 CIVILCaliChi Design Group4322 N. Lincoln Avenue Suite AChicago, IL 60618Tel (312) 940-4393 Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FLETCHER JONES AIRPORT SHUTTLE 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 IRRIGATION SPECS L 1.5 C. EXECUTION 3. INSPECTIONS:C. PRIOR TO START OF WORK IN THIS SECTION VERIFY THAT ALL WORK IS COMPLETE TO THE POINTWHERE THIS INSTALLATION MAY PROPERLY COMMENCE. D. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENTCODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THEMANUFACTURER'S RECOMMENDATIONS. 2. DISCREPANCIES:IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'SAUTHORIZED REPRESENTATIVE. DO NOT PROCEED WITH INSTALLATION UNTIL ALL DISCREPANCIES HAVE BENRESOLVED. 3. GRADES:A. BEFORE STARTING WORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELYPROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS WITH RESPECT TO FINISH GRADE. B. BEFORE WORK ON THIS SECTION WILL BE ALLOWED TO BEGIN FINAL GRADES SHALL BE ACCEPTED BY THEPUBLIC WORKS INSPECTOR AND LANDSCAPE ARCHITECT. 4. FIELD MEASUREMENTS:A. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCEWITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATIONMATERIALS WITH ALL OTHER WORK. B. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZEDIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 5. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES: CONTRACTOR SHALLBE RESPONSIBLE FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. 6. DIAGRAMMATIC INTENT: THE DRAWINGS ARE DIAGRAMMATIC. PROVIDE OFFSETS IN PIPING ANDCHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO AVOIDOBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. 7. LAYOUT:A. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTINGAND LOCATION OF SPRINKLER HEADS, VALVES, BACKFLOW PREVENTER, AND AUTOMATIC CONTROLLER. B. ALL PIPING SHOWN ON DRAWINGS IN PAVED AREAS BUT ADJACENT TO PLANTERS SHALL BE INSTALLEDWITHIN THE PLANTER. 8. WATER SUPPLY: CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHALL BE AT THELOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALLBE MADE AT NO ADDITIONAL EXPENSE TO OWNER. 9. ELECTRICAL SERVICE:A. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS.MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TOOWNER. B. CONTRACTOR SHALL MAKE ELECTRICAL CONNECTIONS TO THE IRRIGATION CONTROLLER. ELECTRICALPOWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 10. TRENCHINGA. EXCAVATIONS SHALL BE STRAIGHT WITH VERTICAL SIDES, EVEN GRADE, AND SUPPORT PIPECONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATEDON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDERPAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. B. PROVIDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2 INCHES AND SMALLER. C. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRES. D. PROVIDE MINIMUM COVER OF 36 INCHES ON PRESSURE SUPPLY LINES UNDER VEHICULAR TRAVEL WAYS. E. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES. F. PIPES INSTALLED IN A COMMON TRENCH SHALL HAVE A 4-INCH MINIMUM SPACE BETWEEN PIPES. 11. BACKFILLINGA. BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER, ANDROCKS OVER 1/2 INCH IN DIAMETER. B. BACKFILL SHALL BE TAMPED IN 4-INCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THEFULL WIDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE. BACKFILL MATERIALS SHALL BESUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION, FREE OF VOIDS. BACKFILL SHALL BECOMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TOADJACENT GRADES. C. FLOODING TRENCHES IN LIEU OF TAMPING IS NOT ALLOWED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS 12. PIPINGA. PIPING UNDER EXISTING PAVEMENT MAY NOT BE INSTALLED BY JACKING, BORING, OR HYDRAULICDRIVING, UNLESS WRITTEN APPROVAL BY OWNER IS RECEIVED. NO HYDRAULIC DRIVING IS PERMITTEDUNDER ASPHALT PAVEMENT. B. CUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. C. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS, ANDREAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. E. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 4 INCHES FROM EACH OTHER AND 12 INCHES FROMLINES OF OTHER TRADES. F. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. G. IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTSIN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING WIPING ALLEXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFOREMOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. H. PVC PIPE SHALL BE INSTALLED IN A MANNER, WHICH WILL PROVIDE FOR EXPANSION ANDCONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. I. CENTERLOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING.. J. ALL THREADED PLASTIC-TO-PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OR TEFLONPASTE. K. FOR PLASTIC-TO-METAL CONNECTIONS, WORK THE METAL CONNECTIONS FIRST. USE A NON-HARDENINGPIPE DOPE AN ALL THREADED PLASTIC-TO-METAL CONNECTIONS, EXCEPT WHERE NOTED OTHERWISE. ALLPLASTIC-TO-METAL CONNECTIONS SHALL BE MADE WITH PLASTIC FEMALE ADAPTERS. 13. CONTROLLERA. THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OROWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BECOORDINATED WITH THIS LOCATION. B. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO THEIRRIGATION CONTROLLER. C. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OFTHE DESIGN AREA. 14. CONTROL WIRINGA. LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THESAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. B. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLEAT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE WITH TAPE AT INTERVALS OF 20 FEET. C. ALL CONNECTIONS SHALL BE OF AN APPROVED PRE-FILLED GEL TYPE AND SHALL OCCUR IN A VALVE BOX.PROVIDE AN 18-INCH SERVICE LOOP AT EACH CONNECTION. D. AN EXPANSION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/ORDIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. E. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROLVALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. 15. VALVESA. AUTOMATIC CONTROL VALVES, QUICK COUPLER, AND BALL VALVES ARE TO BE INSTALLED IN THEAPPROXIMATE LOCATIONS INDICATED ON THE DRAWINGS. B. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. C. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWINGS. D. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. 16. VALVE BOXESA. VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. B. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 3/4-INCH GRAVEL BACKFILL, 3 CUBIC FEETMINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS 1/2 INCH ABOVE THE SURFACE OFSURROUNDING FINISH GRADE IN LAWN AREAS AND 2 INCHES ABOVE FINISH GRADE IN GROUND COVERAREAS. 17. IRRIGATION HEADSA. EMITTERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. B. SPACING OF EMITTERS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. C. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. 18. MISCELLANEOUS EQUIPMENTA. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS ORSPECIFICATIONS, USING BEST STANDARD PRACTICES. B. INSTALL DEVICES SUCH AS RAIN SENSORS, MASTER VALVES, BASKET STRAINERS AND FLOW SENSORS ASINDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE MANUFACTURER. 19. FLUSHING THE SYSTEMA. PRIOR TO INSTALLATION OF IRRIGATION HEADS, THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATERUSED TO FLUSH OUT THE LINES AND RISERS. B. IRRIGATION HEADS SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. 20. ADJUSTING THE SYSTEMA. CONTRACTOR SHALL ADJUST VALVES, ALIGN HEADS, AND CHECK THE COVERAGE OF EACH SYSTEM PRIORTO COVERAGE TEST. B. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE THATADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WILL BE REQUIRED TO PROVIDE PROPER COVERAGE, ALLNECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING AND AT NO ADDITIONALCHARGE TO THE OWNER. C. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE IRRIGATION HEADS AND DRIP TUBINGOPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. 21. TESTING AND OBSERVATIONA. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL ITHAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNINGAGENCIES. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER,AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READYFOR TESTING. C. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OFEACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE PLANTED AREAS IS COMPLETEAND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANYINADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS, OR WHERE THE SYSTEM HAS BEENWILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUTBRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THIS TEST SHALL BE ACCEPTED BY THELANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. E. FINAL PLANTING INSPECTION WILL NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED BY THEIRRIGATION CONTRACTOR. 22. MAINTENANCEDURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEMIN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDEDPLANTINGS. 23. COMPLETION CLEANINGCLEAN UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BEREMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ONTHE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. END OF SECTION B. IRRIGATION EQUIPMENT NOTES IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED PER THESPECIFICATION AND RECOMMENDED INSTALLATION PROCEDURES OF THE MANUFACTURER ANDCONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY &STATE). SHRUB IRRIGATION HEADS: HEADS IN GROUND COVER AND SHRUB PLANTING AREAS SHALL BEINSTALLED ON NIPPLES HIGH ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS DIRECTED,OR AS INDICATED ON THE PLANS. WHERE HIGH SHRUBS ARE PLANTED, LONGER RISERS SHALL BEINSTALLED AS DIRECTED BY THE LANDSCAPE ARCHITECT. SHRUB HEADS ADJACENT TOWALKWAYS OR PARKING SHALL BE INSTALLED ON AN APPROVED HI-POP HEAD PER PLAN. RISERSSHALL BE LOCATED AS SPECIFIED PER PLANS ADJACENT TO WALLS AND BUILDINGS ONLY. IN NOCASE SHALL THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THEMANUFACTURER. PRESSURE COMPENSATING SCREENS: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATINGSCREENS IN IRRIGATION HEADS AS NECESSARY TO ENSURE UNIFORM COVERAGE AND MINIMUMOVERTHROW OF AREA. CONTROL VALVES: ALL CONTROL VALVES ON LINE SHALL BE INSTALLED AS INDICATED ONDETAILS AND BE THE TYPE SPECIFIED IN THE LEGEND. LOCATE CONTROL VALVES IN SHRUBPLANTING AREAS WHEREVER POSSIBLE. BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES, ATMOSPHERIC VACUUM BREAKERS ANDANTI-SIPHON VALVES IN SHRUB AREAS ONLY. DEFECTS: ALL DEFECTS IN INSTALLATION OF IRRIGATION EQUIPMENT SHALL BE CORRECTEDTHROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESATISFACTION OF THE OWNER. 3. RECORD AND AS-BUILT DRAWINGS ITEMIZED LIST: CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OFEQUIPMENT FOR APPROVAL PRIOR TO ORDER OF EQUIPMENT. AS-BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE COMPLETE "AS-BUILT"DRAWINGS INDICATING LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTALLED. PRINTS FORTHIS PURPOSE MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT AT COST. THIS SET OFDRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET.CONTRACTOR SHALL FURNISH "AS-BUILT" DRAWINGS TO OWNER UPON COMPLETION OFPROJECT, EXCEPT FOR PRIVATE HOMEOWNER FRONTYARD AND SLOPE PROJECTS. AS-BUILT FORMAT: BEFORE THE DATE OF FINAL OBSERVATION THE CONTRACTOR SHALL TRANSFERALL IRRIGATION INFORMATION TO A BOND PRINT OF THE APPROVED PLANS. ALL WORK SHALL BENEAT, IN RED INK AND SUBJECT TO APPROVAL OF THE OWNER. THE CONTRACTOR SHALLDIMENSION FROM TWO PERMANENT POINTS OF REFERENCES, BUILDING CORNERS, SIDEWALKS,LIGHT POLES, ETC. THE LOCATION OF THE FOLLOWING ITEMS. A. CONNECTION TO EXISTING WATER LINES.B. CONNECTION TO EXISTING ELECTRICAL POWER.C. GATE VALVES, BACKFLOW PREVENTION UNITS AND CONTROLLERS.D. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSION MAX. 100 FEET).E. IRRIGATION CONTROL VALVES.F. ROUTING OF CONTROL WIRE.G. QUICK COUPLING VALVES.H. OTHER RELATED EQUIPMENT AS DIRECTED BY OWNER.I. MANUFACTURE AND MODEL NUMBERS OF EQUIPMENT SUCH AS; BACKFLOW PREVENTION DEVICE, ALL VALVES, SENSORS, CONTROLLERSAND HEADS SHALL BE NOTED ON THE AS-BUILTS. DELIVERY: ON THE DATE OF FINAL APPROVAL THE CONTRACTOR SHALL DELIVER ONE SET OF"REDLINE" BOND COPY OF "AS-BUILTS" PLANS TO THE OWNER. DELIVERY OF AS-BUILTS WILL NOTRELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING INFORMATION THAT MAY BEOMITTED FROM PRINTS. MYLAR "AS-BUILTS" MAYBE REQUESTED BY THE OWNER AS AN ALTERNATIVEBID. CONTROLLER CHARTS: CONTROLLER CHARTS SHALL BE PREPARED BY THE CONTRACTOR AFTERAPPROVAL OF THE "AS-BUILT". THE CHART SHALL SHOW BY COLOR CODING THE AREACONTROLLED BY EACH AUTOMATIC IRRIGATION CONTROLLER. CONTROLLER CHARTS FORPRIVATE HOMEOWNER FRONTYARD AND SLOPES ARE REQUIRED. CONTRACTOR SHALL FILL INSTATION #'S & LOCATIONS ON MANUF. CHART. CONTROLLER CHART FORMAT: THE CONTROLLER CHART SHALL BE A XEROX REDUCTION OF THE"AS BUILT" TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW (CONTROLLER SEQUENCENUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE AT THE REDUCED FORMAT). UPONCOMPLETION THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC.CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO THE FINAL IRRIGATION FIELDOBSERVATION. 4. EQUIPMENT TO BE FURNISHED MAINTENANCE TOOLS: SUPPLY THE APPROPRIATE MAINTENANCE PERSONNEL WITH THEFOLLOWING TOOLS: A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF IRRIGATION HEAD AND VALVE SUPPLIED.B. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER.C. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY (5) QUICKCOUPLING VALVE INSTALLED, AS APPLICABLE.D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSIONOF WORK AND BEFORE FINAL OBSERVATION CAN OCCUR. PA2022-128 Attachment No. PC 6 - Project Plans 145 SIZE SHRUBS BOTANICAL NAME QTY.COMMON NAMESYMBOL TREES PLANT LEGEND GROUNDCOVERS ALL SHRUB AREAS SHALL RECEIVE 3" DEPTH SHREDDED BARK MULCH 52MUHLENBERGIA CAPILLARIS PINK MUHLY 5 GALLON CALLISTEMON "LITTLE JOHN" DWARF BOTTLEBRUSH 5 GALLON47 MYOPORUM P. "PUTAH CREEK"MYOPORUM CARROTWOOD TREECUPANIOPSIS ANACARDOIDES 8 CAREX PANSA CALIF. MEADOW SEDGE WESTRINGIA 'WYNYABBIE GEM'COAST ROSEMARY 80 5 GALLON DIANELLA REVOLUTA "LIL REV" LIL REV FLAX LILY 56 5 GALLON 1 GAL @ 18" O.C. 1 GAL @ 24" O.C. 36" BOX ANIGOZANTHOS "BUSH PEARL" KANGAROO PAW 5 GALLON21 CHONDROPETALUM TECTORUM CAPE RUSH 5 GALLON66 16PHORMIUM 'SURFER' NEW ZEALAND FLAX 5 GALLON C W P M WATER USE MOD LOW MOD LOW LOW MOD MOD MOD WUCOLS ZONE 3 LOW MOD FULL & HEALTHY, 18" HT X 15" WD FULL & HEALTHY, 12" HT X 12" WD FULL & HEALTHY, 18" HT X 15" WD NOTES STANDARD, 12' H X 7' WD FULL & HEALTHY, 18" HT X 18" WD FULL & HEALTHY, 18" HT X 18" WD FULL & HEALTHY, 18" HT X 18" WD FULL & HEALTHY, 18" HT X 15" WD FULL & HEALTHY, 9" HT X 9" WD FULL & HEALTHY, 9" HT X 9" WD ROSA 'FLOWER CARPET CORAL' GROUNDCOVER ROSE 1 GAL @ 18" O.C.MOD FULL & HEALTHY, 9" HT X 9" WD 3 FT W/H 2 FT W/H 2 FT W/H PLANT SIZE 40 FT W/H 4 FT W/H 3 FT W/H 3 FT W/H 4 FT W/H CCCCCCCCCCMMMMMMMCCCCCCCCCCM CCCC CCCCCMMMM M MMMMMMM CCCC CCCC CCCC MMM MMMMMM CCCC M M CCCCCCCCC M MM MMMMMMMM CCCC M M C CCCCCCC MMMMMMMM PP P PPPPPPPPPPPPP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWW W W W W W NOTES: 1. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT, IF PLANT HEIGHT AND WIDTHSPECIFICATIONS INDICATED ARE NOT AVAILABLE. 2. ALL TREES WITHIN SIX (6) FEET OF HARDSCAPE OR BUILDINGS SHALL BE INSTALLED WITH LINEAR ROOT CONTROL BARRIER FROM DEEP ROOT CORPORATION (OR APPROVED SUBSTITUTION). ROOT BARRIER LENGTH SHALL BE 16 FEET MINIMUM, CENTERED ON TREE TRUNK. ROOT BARRIER SHALL BE PLACED IN A LINEAR INSTALLATION ADJACENT TO HARDSCAPE PER MANUFACTURER'S SPECIFICATIONS AND NOT ENCIRCLING ROOTBALL. ROOT CONTROL BARRIERDEPTH SHALL BE 18 INCHES MIN. ADJACENT TO FLATWORK AND 24 INCHES MIN. ADJACENT TOCURBS. 3. ALL TREE SPECIFICATIONS & LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION FOR APPROVAL. CONTRACTOR SHALL FORWARD DIGITAL PHOTO'S OFALL TREES WITH A PERSON OR MEASURING STICK IN THE PHOTO FOR SCALE AND WITH THE TREESEPARATED FROM OTHER TREES FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TOPURCHASE AND DELIVERY. TREES OF SAME SPECIES PLANTED NEXT TO EACH OTHER SHALLMATCH. 4. ALL SHRUB PLANTING AREAS REQUIRE 3" DEPTH IN SHRUB AREAS AND 1 1/2" INGROUNDCOVER AREAS, SHREDDED BARK MULCH, 1" MINUS. "LANDSCAPE MULCH" BYAGRI-SERVICE (760) 275-9830 OR EQUAL. A SAMPLE QUANTITY SHALL BE APPROVED BYLANDSCAPE ARCHITECT PRIOR TO PURCHASE. 5. TREES SHALL BE SET BACK 10' FROM LIGHT STANDARDS AND POWER POLES, 8' FROMHYDRANTS, 5' FROM WATER AND SEWER LINES, 5' FROM SIDEWALKS, DRIVEWAYS ANDBUILDINGS. 6. NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL FROM LAND. ARCH. 7. ALL ABOVE GROUND UTILITIES TO BE SCREEN WITH APPROPRIATE PLANT MATERIAL © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2016 FJ AIRPORT SHUTTLE REDEVELOPMENT AS SHOWN SHEET SIZE: 24" X 36" 06-30-2024 11-21-2022 CIVILCaliChi Design Group4322 N. Lincoln Avenue Suite AChicago, IL 60618Tel (312) 940-4393 Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FLETCHER JONES AIRPORT SHUTTLE 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 N O R T H 0 20' Scale: 1"= 20' 40' 60' PLANTING PLAN L 2.1 CURB GUTTER POTABLE WATER LINE STREET CENTERLINE FIRE HYDRANT WATER METER WATER METERDRIVEWAY PER CIVIL CAR WASH BUILDING PARKING STALLS PARKING STALLS PARKING STALLS PROPERTY LINE PROPERTY LINE PROPERTY LINE STORM DRAIN WATER FILTRATIONBASIN STORM DRAIN STORM DRAIN STORM DRAIN WATER FILTRATION BASIN WATER FILTRATIONBASIN WATER FILTRATIONBASIN STORM DRAIN ASPHALT PAVING PER CIVIL ASPHALT PAVINGPER CIVIL EXISTING BUILDING SIGHT DISTANCE LINE SIGHT DISTANCELINE T.S. SECURITY FENCE T.S. SECURITY FENCE PA2022-128 Attachment No. PC 6 - Project Plans 146 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2016 FJ AIRPORT SHUTTLE REDEVELOPMENT AS SHOWN SHEET SIZE: 24" X 36" 06-30-2024 11-21-2022 CIVILCaliChi Design Group4322 N. Lincoln Avenue Suite AChicago, IL 60618Tel (312) 940-4393 Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FLETCHER JONES AIRPORT SHUTTLE 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 TREE PLANTING W/ DEEP WATER SYSTEMA N.T.S N.T.SROOT BARRIERB N.T.SGROUND COVERD EDGE OF PAVING, WALK, WALL, ETC. PLANTING GROUNDCOVER AS REQ'D.PLANT TABLET NOTE: LOCATE PLANTS SPACED EQUIDISTANT (D) SHOWN ON PLANTING PLAN.FROM EACH OTHER AS SHOWN. D = AS SUBGRADE 1/2D (SEE SPECS.) CONDITIONED SOIL INSTALL MULCH PRIOR TOGROUNDCOVER DD D ROOT BARRIER TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE. (NEVER BELOW GRADE) OR EQUAL. INSTALL PER MANF. SPECS.ROOT BARRIERS SHALL BE "DEEPROOT LINEAR BARRIER" MANUFACTURED BY DEEPROOT INC. ROOT BARRIER SHALL BE A MIN. OF 24" BELOW GRADE ON CURB SIDE. POSITION ROOT CONTROL BARRIER AS CLOSE TO STRUCTURE AS POSSIBLE. ROOT BARRIER SHALL BE A MIN. OF 24" BELOW GRADE ON WALK SIDE. CONCRETE PLAN VIEW PROVIDE A MIN. OF 10 FEET OF ROOT BARRIER PER TREE.RAISED ROOT DEFLECTORS MUST BE FACING PLANTED AREA.24"1.NOTE: 3. 5.6. 4. 2.24"CONCRETE CURB EDGE OF HARDSCAPE ROOT BARRIER GRADEFINISH (SEE SPECS.)BACKFILL MIX SIDEWALK TREETRUNK TYP. BACKFILL BARRIERROOT TYP. DISTANCE TO EQUAL THEANTICIPATED SPREAD OF THEROOT SYSTEM AT MATURITY. EDGE OF HARDSCAPE PLANTING DETAILS L 2.2 N.T.SSHRUB PLANTINGC NOTE: ALL PLANT BASINS SHALL RECEIVEA 2" LAYER OF APPROVED MULCH. 2X ROOTBALL1-1/2XROOTBALLBACKFILL MIX(SEE SPECS.) (SEE SPECS.)PLANT TABLETS SHALL BE 2" ABOVENOTE: TOP OF ROOT BALL FINISH GRADE AND SETTLE TO SETPLANT AT FINISH GRADE PLANTING BACKFILL PUDDLEMIN.3" 6" SLOPE3" FLAT AREAS FINISH GRADE FIN. GRADE AT SLOPEWHERE APPLICABLE SLOPE AT PLANT PITTAPER 2:1 MAX. CUT VIEW OF PARKING FROM BRISTOL ST. 1" = 10'-0" SECURITY FENCE GRASSES WITHIN BASIN TALLER GRASSES ALONG PERIMETER OF BASIN ENTRY TREE ACCENT PLANTING AT ENTRY PA2022-128 Attachment No. PC 6 - Project Plans 147 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2016 FJ AIRPORT SHUTTLE REDEVELOPMENT AS SHOWN SHEET SIZE: 24" X 36" 06-30-2024 11-21-2022 CIVILCaliChi Design Group4322 N. Lincoln Avenue Suite AChicago, IL 60618Tel (312) 940-4393 Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FLETCHER JONES AIRPORT SHUTTLE 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 : PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER : EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE : BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED : CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE : SAMPLES OF REDWOOD SHAVINGS, STEER MANURE, FERTILIZER AND : SHALL BEAR THE MANUFACTURER'S GUARANTEED DETAIL, IN THE LOCATIONS SHOWN ON THE DRAWINGS. DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT WITH THE FOLLOWING 6 PARTS BY VOLUME NATIVE ON SITE SOIL 4 PARTS BY VOLUME 'NITRO-MULCH' SOIL AMENDMENT 1 LB. 16-16-16 COMMERCIAL FERTILIZER PER CU. YD. OF MIX FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS STATEMENT OF ANALYSIS AND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITH SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTIL : THE OWNER SHALL APPROVE ALL TREE LOCATIONS. TREE : CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWO : ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL : TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING : ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED : ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH INSTALL PLANTS IN AREAS AND TO SPACING AS SHOWN ON THE : EXCAVATE PITS A MINIMUM 3" x 4" WITH SUFFICIENT DEPTH TO : WATER THROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY : APPLY TREFLAN OR APPROVED PRE-EMERGENT IMMEDIATELY : ALL DEFECTS IN GROUNDCOVER PLANTING SHALL BE CORRECTED : SOIL SHALL BE LEFT 1 - 1/2" BELOW FINISH GRADE AS THE SOD WILL : AFTER PREPARATION OF SOIL, THE AREA MUST BE : INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN TWO DAYS AFTER IT : PRIOR TO PLACING OF SOD, BROADCAST 16-20-0 FERTILIZER AT A RATE : AFTER LAYING SOD, IRRIGATE MODERATELY TO ENSURE MOISTURE GALLON, (4) PER 15 GALLON, AND (6) PER BOX FOR LOCATIONS TAKE PRECEDENCE OVER IRRIGATION & DRAINAGE LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. INCH LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY, BACKFILLING WITH AGRIFORM PLANT TABLETS, (1) PER GALLON, (2) PER 5 BE INSTALLED WITH LODGE POLE STAKES DRIVEN 2 FEET INTO THE UNDISTURBED SOIL. TREE STAKES SHALL NOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. SEE THE TIES IN FIGURE 8'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE ROOTED CUTTING FROM FLATS UNLESS OTHERWISE NOTED. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED ON PLANS, REFER TO DRAWINGS IN EVENLY TRIANGULARLY SPACED ROWS. ALLOW ROOT SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH, ADD COMMERCIAL FERTILIZER AND SOIL BACKFILL MIX PER PIT, AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. PLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE AFTER PLANTING TO ALL GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT INCLUDED. THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE PRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHALL BE DAMP BUT NOT IS DELIVERED. IT SHALL NOT BE LEFT IN THE HOT SUN, IN ROLLS, OR STACKED OF SEVEN POUNDS PER 1,000 SQARE FEE OVER SURFACE. PATTERN. A PIECE OF 2 X 4 SHALL BE USED TO TAMP EACH ROLL AGAINST THE STRIPS PENETRATION, THEN ROLL WITH A RYAN TYPE SOD ROLLER. SOD SHALL BE FLUSH WITH GRADES OF ADJACENT SIDEWALKS, CURBS AND HEADERBOARDS. WATER AND ROLL : SOD SHALL BE UNROLLED AND PLACED CAREFULLY IN A STAGGERED : AFTER ROLLING THE SOD, THE AREAS SHALL BE THOROUGHLY : ALL DEFECTS IN SOD PLANTING SHALL BE CORRECTED THROUGH THE WATERED TO A DEPTH OF 6" AND KEPT CONTINUALLY MOIST FOR A PERIOD OF TEN DAYS. GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE AGAIN IF GRADE DOES NOT MEET THESE CONDITIONS. UPON COMPLETION OF WORK THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT FORFINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTINGVARIENCES OR OMISSIONS SHALL BE NOTED AT THIS TIME. THE CONTRACTOR SHALL STIPULATE WHENAND HOW THE CONDITIONS WILL BE RECTIFIED. WHEN THESE CHANGES HAVE BEEN CARRIED OUT, THEAREAS CLEANED AND A NOTICE OF COMPLETION / ACCEPTANCE SHALL BE RECORDED ONLY WHENTHE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHORIZEDREPRESENTATIVE. : MUDDY AND WITHOUT DEPRESSIONS. : SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLIED BY PACIFIC : ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL : TREE STAKES SHALL BE MINIMUM 2" DIAMETER LODGE TREE TIES SHALL BE FLEXIBLE NON-DETERIORATING SELF-FASTENING BLACK : REGARDLESS OF INDICATION ON THE PLANS, THE CONTRACTOR POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED VINYL TREE TIES OF THE SIZES REQURED TO PROPERLY SUPPORT TREES, "CINCH TIES" SHALL INSTALL LINEAR PANEL TYPE OR GOVERNING AGENCY APPROVED ROOT BARRIERS AT ALL TREES WITHIN TEN (10) FEET OF HARDSCAPE, STRUCTURES, ETC. OR : SHALL BE 20-10-5 ANALYSIS PROLONGED RELEASE SOD OR APPROVED EQUAL, PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST NITROGEN. (1) PER 1 GALLON, (2) PER 5 GALLON, (4) PER 15 GALLON, AND (6) PER BOX BE SELECTED BY LANDSCAPE ARCHITECT. AVAILABLE FROM V.I.T. OR EQUAL. QUALITY, FRESH AND CLEAN. AGRIFORM PLANTING TABLETS FOR SPECIMENS LARGER THAN 15 GALLON OR PER DRAWINGS. SOD EQUAL. ON DETAILS. TREE TAGGING TREE STAKES AND TIES ROOT BARRIERS HANDLING OVERNIGHT. FERTILIZER TO ELIMINATE JOINTS AND EDGES. INSTALLATION WATERING SATISFACTION OF THE OWNER. DEFECTS LAYOUT : ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES THE FOLLOWING COMPRISES : WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES : ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE : THE OWNER OR LANDSCAPE ARCHITECT WILL : QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR DETAILS, AND SPECS. ALL PLANT MATERIAL SHALL BE OF THE HIGHEST QUALITY AND NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS LARGEST REASONABLE SIZE. PROVIDE TREES, SHRUBS & OTHER PLANTS OF SIZE, GENUS, SPECIES AND VARIETY INDICATED ON THE PLANS FOR THE LANDSCAPE WORK AND SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK BOXES) SHALL HAVE BEEN GROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN ROOT BALLS WHEN TAKEN FROM THE CONTAINER SHALL BE PLANTED. NO TREES WITH DAMAGED ROOTS, BROKEN ROOT BALL OR SEPERATION AT THE TRUNK BASE SHALL BE PLANTED. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. AS INDICATED ON THE DRAWINGS. CONTAINER STOCK (1 GAL., 5 GAL., 15 GAL. AND AVAILABLE AT VALLEY CREST, SEA TREE OR OTHER NURSERY SOURCE OF EQUAL QUALITY. CONTRACTOR SHALL PURCHASE TAGGED MATERIAL, ARRANGE DELIVERY, PAY FOR SAME FOR PLANTING AND WILL NOT HESITATE TO REJECT ANY MATERIAL OR QUESTIONABLE QUALITY, OR OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE. ALL SPECIMAN MATERIAL TAGGED BY THE LANDSCAPE ARCHITECT FOR THIS PROJECT WILL BE OR EQUAL. THE LANDSCAPE ARCHITECT WILL APPROVE ALL PLANT MATERIAL WHEN SPOTTEDAND BUSHY OF HINES WHOLESALE NURSERY/MONROVIA NURSERY COMPANY QUALITY SHRUB MATERIALS SHALL BE VIGOROUSLY GROWING, HEALTHY PLANT MATERIAL, FULL REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. APPROVE ALL PLANT MATERIAL AND WILL NOT HESITATE TO REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE, OF QUESTIONABLE QUALITY, OR OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE AND SHALL THEREFORE BE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM OR ANY CONVENIENCE ONLY, AND NOT GUARANTEED. CONTRACTOR SHALL VERIFY PLANT COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL THE INTENT OF THE DRAWINGS. REJECTION OF PLANT MATERIAL CONFIRM ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT. HANDLING/STORAGE OTHER INJURY. PLANT QUANTITIES AND INSTALL PER PLAN. THE PRINCIPLE MATERIALS BUT DOES INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. PLANT MATERIALS SCOPE OF WORK PLANTING DETAIL. WATERING ACCEPTED. PRE-EMERGENT EXCAVATE PITS TO THE SATISFACTION OF THE OWNER. 3. SODDING FINISH GRADE SITE PREPARATION BRING THE LEVEL UP TO THE PROPER HEIGHT. DEFECTS GENERAL 2. GROUNDCOVER PLANTING TO THE SATISFACTION OF THE OWNER. DEFECTS PLANTING SPECIFICATIONS A. LANDSCAPE WORK GENERAL NOTES PRE-JOB MEETING ONSITE - PRIOR TO COMMENCEMENT OF WORK I. 30, 60, & 90-DAY MAINTENANCE INSPECTIONS B. PRODUCTS & MATERIALS JOB SITE MEETINGS AND REQUIRED INSPECTIONS B. DURING SOIL PREPARATION C. AT COMPLETION OF SOIL PREPARATION D. COMPLETION OF WEED CONTROL E. PLANT MATERIAL INSPECTION AND LOCATION F. GRADING CHECK PRIOR TO GROUND COVER G. PROGRESS / INSTALLATION INSPECTION H. COMPLETION OF PLANTING A. TREE TIES TREE LOCATIONS WATER BASIN TREE STAKES SPECIMENS LARGER THAN 15 GALLON. ADDITIONAL MIX WHERE VOIDS APPEAR. TREE PLANTING DETAILS. STAKE WITH ONE GALVANIZED ROOFING NAIL. 2 LBS. IRON SULFATE PER CU. YD. OF MIX 1. TREE AND SHRUB PLANTING PLANT DEPTH BACKFILL MIXTURE EXCAVATED PITS C. EXECUTION PREPARED MIXTURE OR PER SOILS REPORT: CERTIFICATES OF THE LOCATIONS IT WAS DELIVERED TO. FURNISHING OF MATERIALS IS COMPLETED. SAMPLES COMMERICAL FERTILIZER THE FOLLOWING MINIMUM REQURIEMENTS: AS REQUIRED IN AN ON-GOING PROGRAM TO ASSURE A SAFE ENVIRONMENT. : THE CONTRACTOR : DURING THE COURSE OF : MOW ALL TURF AREAS BEFORE THEY REACH A HEIGHT OF THREE INCHES : WILL BE HELD AT THROUGHOUT THE MAINTENANCE PERIOD.WITH MOWER SET AT TWO INCHES. MAINTAIN ALL TURF AREAS AT A TWO INCH HEIGHT FERTILIZER APPLICATIONS PER THIRTY (30) DAY INTERVALS. SHALL RE-HYDROSEED ALL HYDRO-SEEDED AREAS ERODED OR NON-GERMINATING AT THE END OF EACH THE MAINTENANCE WORK, THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES. CLEAN-UP FINAL INSPECTION THE END OF THE 90-DAY MAINTENANCE PERIOD . MOWING RE-HYDROSEEDING THIRTY DAYS. : ALL PRUNING SHALL BE IN ACCORDANCE WITH ISA STANDARDS. : WATER ALL PLANTINGS TO ASSURE COMPLETE GERMINATION OF ALL : FERTILIZE ALL PLANTING AREAS WITH COMMERCIAL FERTILIZER, 16-6-8 : FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER, : TURF AREAS SHALL BE TREATED WITH A BROADLEAF WEED : AT THE END OF EACH THIRTY(30) DAY PERIOD OF MAINTENANCE, THE : DURING THE MAINTENACE PERIOD, SHOULD ANY PLANT CULTIVATING AND WEEDING CHEMICAL HERBICIDES PEST & RODENT CONTROL THE SOIL ANALYSIS REPORT. PLANT ESTABLISHMENT WORK SHALL INCLUDE THREE MINIMUM ANALYSIS, AT THE RATE OF FIVE (5) POUNDS PER 1000 SQ. FT. OF AREA OR PER OR PER THE SOIL ANALYSIS REPORT.16-6-8 MINIMUM ANALYSIS, AT THE RATE OF FIVE (5) POUNDS PER 1000 SQ. FT. OF AREA KILLER APPLIED PER MANUFACTURER'S RECOMMENDATIONS. AND RESOD THE FILLED AREAS.CHANNELS WITH SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACT LIGHTLY THAT CONSTITUTE A HINDRANCE TO MOWING. FILL ALL DEPRESSIONS AND ERODED NORMAL SOD ESTABLISHMENT IS NOT EVIDENT. REMOVE ALL ROCKS OR OTHER DEBRIS CONTRACTOR SHALL DO THE FOLLOWING: OVERSEED ALL SPOTS OR AREAS WHERE MAINTENACE PERIOD, ALL PLANT MATERIAL SHALL BE IN A HEALTHY, GROWING CONTRACTOR WITHIN 5 DAYS OF NOTIFICATION TO DO SO. AT THE END OF THE SHOW WEAKNESS AND PROBABILITY OF DYING, IT SHALL BE REPLACED BY THE GROWTH. AT NO TIME SHALL TREES BE "TOPPED".DAMAGED, DEAD OR DRYING BRANCHES SHALL BE REMOVED BACK TO A POINT OF THE CONTRACTORS EXPENSE.GROWING PLANTS. DAMAGED PLANTS OR AREAS SHALL BE REPAIRED OR REPLACED AT PROGRAM. EXERCISE CARE WHEN CULTIVATING TO AVOID DAMAGE TO ROOTS OF THE REMOVE SUCH CONCENTRATIONS MANUALLY OR BY AN APPROVED HERBICIDE REGULAR INTERVALS NOT TO EXCEED 15 DAYS. THE CONTRACTOR SHALL ELECT TO APPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS, WALKS, ETC.IN EACH AREA AND ZONE OF EXPOSURE SO THAT THE OPTIMUM AMOUNT OF WATER IS WATERING SHALL BE WATERED BY HAND AS REQUIRED. ADJUST ALL IRRIGATION HEADSADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE ADDITIONAL DEEP SEEDED AREAS AND CONTINUED GROWTH OF THE PLANTS. AREAS THAT DO NOT HAVE CHEMICAL HERBICIDES TO CONTROL WEEDS AND INFESTATIONS AT THE OPTION OF THE OWNER AND UPON PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON SITE. TURF WEED CONTROL TURF FERTILIZER FERTILIZER PLANT REPLACEMENTS TURF AREAS CONDITION. PRUNING WATERING : CULTIVATE AND WEED ALL PLANTED AREAS AT PURPOSES ONLY. ALL PLANTING AREAS, EXCEPT MANUFACTURED SLOPE CONDITIONS : ALL LANDSCAPE AREAS EXCEPT MANUFACTURED SLOPE : INCORPORATE THE FOLLOWING SOIL AMENDMENTS, OR PER : OWNER SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF 1 % MINIMUM FLOW. FLOW LINES SHALL BE SET BY INSTRUMENT : THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN : THE MAINENANCE PERIOD SHALL BE FOR 90 CALENDAR AND SHALL BE THE MAXIMUM GRADIENT POSSIBLE. FINISH GRADE AT TURF AREAS FINISH GRADE AT SHRUB AREAS OR AS SPECIFIED BY THE OWNER. UNLESS OTHERWISE STATED, SHALL BE AMENDED PER THE AGRONOMIC SOILS REPORT. CONDITIONS, SHALL BE CULTIVATED TO A DEPTH OF SIX INCHES. SOILS REPORT, IN THE UPPER 6" OF ALL PLANTING AREAS TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. REDWOOD SHAVINGS 6 YARDS PER 1000 SQ. FT. COMMERCIAL FERTILIZER 20 LBS. PER 1000 SQ. FT. GYPSUM 100 LBS. PER 1000 SQ. FT. FOOT OF FINISH GRADE.FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM, STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH NO ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. PROVIDE FINISH GRADES IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS INCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC. COVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME. CONTROL, CLEAN-UP, ETC. ALL PLANT MATERIALS SHALL BE CHECKED AND MAINTAINEDALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, RODENTTHE REQUIREMENTS OF THE WORK SPECIFIED. THE GENERAL CARE AND MAINTENANCE OF MAY BE EXTENDED TO INCLUDE ANY ADDITIONAL TIME THAT MAY BE REQUIRED TO MEET INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENACE PERIOD DAYS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER ALL WORK HAS BEEN D. MAINTENANCE MAINTENANCE PERIOD PLANTING AREAS WITH 2 DRAINAGE FINISH GRADE CULTIVATION DEPTH AMENDMENT MIX : FINISH GRADE OF ALL TURF AREAS SHALL BE ONE : FINISH GRADE OF ALL SHRUBBERY AND GROUND : THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING : THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2" : UPON COMPLETION OF THE GRADING OPERATIONS, THE 4. LANDSCAPE GRADING PROCEEDING WITH ANY WORK. ARCHITECT UPON COMPLETION. DIAMETER, DEBRIS, AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO CONTRACTOR SHALL SUBMIT ONE REPRESENTATIVE SOIL SAMPLE FOR EACH DIFFERENT TYPE OF SOIL CONDITION FOR SOIL SUITABILITY TESTING. THE SOIL TEST SHALL BE PERFORMED BY SOIL AND PLANT LABORATORY, ORANGE CA. (714) 282-8777 OR EQUAL. TEST SHALL INDICATE ORGANIC MATTER CONTENT, N, P, K, EC, BORON, SOIL TEXTURE; AND MAKE RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZER. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE LANDSCAPE SOIL PREPARATION SOIL AMENDMENTS SITE PREPARATION ORDINANCES AND REGULATIONS : ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS ANDSPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL,COUNTY & STATE). PERMITS AND INSPECTIONS : THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALLPERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. SCOPE OF WORK : CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICESNECESSARY TO FURNISH, INSTALL, AND COMPLETE ALL LANDSCAPING PER THE DRAWINGS ANDSPECIFIED WITHIN. IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTINGITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERSCOMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELYCOMPLETION OF THE PROJECT. LICENSE THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR.AND SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC LIABILITY,WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALLAPPLICABLE CODES AND REGULATIONS. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITSOPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALLPROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENTONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTYRESTRICTIONS EITHER MARKED OR UNMARKED. PLAN & FIELD VERIFICATION THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS,ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THELANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY.GOVERNING CODES THE OWNER'S SUPERINTENDENT WILL INSPECT THE PLANTING SHALL THEN APPLY.WORK PRIOR TO THE START OF CONTSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDSITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIEDIMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOTPERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONSNECESSARY. COORDINATION : CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATETRADES THROUGH THE OWNER BEFORE STARTING WORK. METHODS OF CONSTRUCTION : THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHESTQUALITY STANDARDS. COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARDWORKING WITH THE OWNER IN PRODUCING THE BEST POSSIBLE PRODUCT. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES.THE LANDSCAPE ARCHTECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. SAFETY : THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISINGALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UTILITIES : THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUNDUTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THATPROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. MATERIALS : ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECTCONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS : IF THE SPECIFIED LANDSCAPE MATERIAL IS NOT REASONABLY OBTAINABLE, THECONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR ALTERNATE FROM THE LANDSCAPE ARCHITECT.MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAYBE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNERAND THE LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES ANDORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER ORLANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. PLANTING PLANS : THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THEWORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TOAVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES ANDUTILITIES. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKEPRECEDENCE OVER SCALED DIMENSIONS. PLANTING NOTES : SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOTSPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTESSHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONSAND/OR DETAILS. FINAL SITE REVIEW SITE MAINTENANCE : CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH ANDDEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. MAINTENANCE INSTRUCTIONS : AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALLINSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FORLANDSCAPE PLANTINGS. GUARANTEE THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BEGUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE INPERFECT WORKING ORDER FOR 90 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUTEXPENSE TO THE OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SHALLCARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR, SHRUBS & VINES FOR 6 MOS.,AND ALL OTHER PLANT MATERIAL SHALL BE GUARANTEED FOR 90 DAYS. ANY SETTLING OF TREE/SHRUB WELLSWHICH MAY OCCUR DURING THE 90 DAY PERIOD PRIOR TO FINAL ACCEPTANCE SHALL BE REPAIRED TO THEOWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER -INCLUDING THE COMPLETERESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. REQUIRED FIELD OBSERVATIONS : THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNEROF SAID PLANS WILL USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE 'FULL' CONTRACT SERVICESINCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE DAVID NEAULT &ASSOCIATES, INC. TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILLSIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZEDMODIFICATIONS THERETO, FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS,OR IN THE EVENT THAT DAVID NEAULT & ASSOCIATES, INC. IS OTHERWISE PRECLUDED FROM COMPLETING THEFIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS ORCORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS,INDEMNIFY, AND DEFEND DAVID NEAULT & ASSOCIATES, INC. AND THEIR CONSULTANTS FROM AND AGAINSTANY AND ALL CLAIMS. FIELD OBSERVATION COORDINATION : OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR ANDCOORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THEOWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS INADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIREDCHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOBSUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THEOBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. CLOSING OF UNINSPECTED WORK : THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THEWORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THECONSULTING ENGINNER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITYHAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVEREDBEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER ITHAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRSNECESSARY TO THE OWNER'S SATISFACTION. COMPLETION: WORK SHALL BE COMPLETED UPON FINAL APPROVAL BY OWNER AND LANDSCAPEARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDINGTHE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT ANDCONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. 16% POTASH (+ IRON). 16% PHOSPHORIC ACID - 16 % NITROGEN - 16% REDWOOD SHAVINGSSHALL BE PURE REDWOOD SAWDUST AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTINGFROM MILLING OPERATIONS AND SHALL NOT CONTAIN STICKS, BLOCKS OF WOOD, OR OTHERFOREIGN MATTER. SOURCES OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT.GYPSUM STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 94.3 CALCIUM SULFATESUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. SOIL SULFUR STANDARD COMMERCIALBRAND, GUARANTEED ANALYSIS OF 99 SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED INUNOPENED BAGS WITH ANALYSIS SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH AMINIMUM BONE MEAL ATTACHED. 30% NITROGEN - ANALYSIS OF 1 % PHOSPHORIC ACID - 69%UNDILUTED BONE. PLANTING SPECS L 2.3 PA2022-128 Attachment No. PC 6 - Project Plans 148 FFE=56.63 Date Description Project Name Project Number Description Scale Seal / Signature Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FJ AIRPORT SHUTTLE REDEVELOPMENT 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 Office: 619.333.67032514 Jamacha Road. 502-182El Cajon, CA 92019Email: info@nazengineering.comwww.nazengineering.com Jones 2192 Bristol, LLC7300 W. Sahara Ave.Las Vegas, NV 89117702.739.9800 05/13/2022 ISSUE FOR USE PERMIT + LOT MERGER 09/14/2022 RESPONSE TO CITY COMMENTS #111/14/2022 RESPONSE TO CITY COMMENTS #2 PROPOSED LEGEND EXISTING C2.0 PRELIMINARY GRADING ANDDRAINAGE PLAN CALL 811 TWO WORKING DAYS BEFORE YOU DIG SURVEY NOTES: alleGRO GENERAL NOTES: ACCESSIBILITY NOTES: GRADING NOTES: GRADING & DRAINAGE KEY NOTES SPOT GRADING LEGEND UTILITY LOCATION NOTE: PA2022-128 Attachment No. PC 6 - Project Plans 149 DA-3 DA-4 DA-1 DA-5 DA-2 BMP-4 BMP-5 BMP-2 BMP-1 BMP-3 alleGRO Date Description Project Name Project Number Description Scale Seal / Signature Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FJ AIRPORT SHUTTLE REDEVELOPMENT 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 Office: 619.333.67032514 Jamacha Road. 502-182El Cajon, CA 92019Email: info@nazengineering.comwww.nazengineering.com Jones 2192 Bristol, LLC7300 W. Sahara Ave.Las Vegas, NV 89117702.739.9800 05/13/2022 ISSUE FOR USE PERMIT + LOT MERGER 09/14/2022 RESPONSE TO CITY COMMENTS #111/14/2022 RESPONSE TO CITY COMMENTS #2 C3.0 PRELIMINARY STORMWATERMANAGEMENT PLAN (SWMP) CALL 811 TWO WORKING DAYS BEFORE YOU DIG STORMWATER CONTROL LEGEND DA-1 BMP-1DA-1 PROPOSED LEGEND EXISTING SURVEY NOTES: GENERAL NOTES: INSPECTION AND MAINTENANCE: ON-SITE FLOW-THROUGH PLANTER MAINTENANCE PLAN: BMP SAMPLE CALCULATION: HYDROMODIFICATION NOTES: SITE DRAINAGE AREAS AND BMPS PA2022-128 Attachment No. PC 6 - Project Plans 150 FFE=56.63 PROPOSED LEGEND EXISTING C4.0 PRELIMINARY UTILITY PLAN CALL 811 TWO WORKING DAYS BEFORE YOU DIG SURVEY NOTES: alleGRO GENERAL NOTES: UTILITY LOCATION NOTE: PRIVATE SANITARY SEWER KEY NOTES DRY UTILITY KEY NOTES WATER KEY NOTES Date Description Project Name Project Number Description Scale Seal / Signature Tel 214.273.1500Fax 214.273.15055005 Greenville Ave.Dallas, TX 75206United States FJ AIRPORT SHUTTLE REDEVELOPMENT 2222 BRISTOL STREETNEWPORT BEACH, CA 92660 Office: 619.333.67032514 Jamacha Road. 502-182El Cajon, CA 92019Email: info@nazengineering.comwww.nazengineering.com Jones 2192 Bristol, LLC7300 W. Sahara Ave.Las Vegas, NV 89117702.739.9800 05/13/2022 ISSUE FOR USE PERMIT + LOT MERGER 09/14/2022 RESPONSE TO CITY COMMENTS #111/14/2022 RESPONSE TO CITY COMMENTS #2 PA2022-128 Attachment No. PC 6 - Project Plans 151 Fletcher Jones Airport Shuttle & Car Wash (PA2022-128) Planning Commission Public Hearing February 23, 2023 Joselyn Perez, Assistant Planner Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) Vicinity Map NB Golf Course 2172 – 2222 South Bristol Street 2Community Development Department Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) General Plan Land Use Designation 224 Marine Avenue Commercial (Office) Residential Commercial (General) 2172 – 2222 South Bristol Street Commercial (Office) 3Community Development Department Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) SP-7 Land Use Map (Zoning) 2172 – 2222 South Bristol Street SP-7 Business Park SP-7 Residential SP-7 General Commercial 4Community Development Department Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) Existing Condition 3 Separate Parcels 2171 S. Bristol St -Fletcher Jones Airport Shuttle 2191 & 2222 S. Bristol St -Former Enterprise Rent-a-Car -Vacated in early 2020 -Fletcher Jones currently uses properties for car washing and overflow customer parking 5Community Development Department Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) 6Community Development Department Car Washing Car Vacuuming Existing Condition Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) •Demolish Enterprise structures •Combine parcels •Build new car wash, detailing bays, trash enclosure, and enhance landscaping •No operational changes 7Community Development Department 5 a.m. to 9 p.m., Mon -Sat 6 a.m. to 9 p.m., Sunday Proposed Project Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) Site Plan 8Community Development Department Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) 9Community Development Department •Lot Merger Consolidate 3 parcels into 1 •Conditional Use Permit Parking lots and car washes are an allowed use, with an approved CUP Airport shuttle is allowed if found consistent with the purpose and intent of SP-7/General Commercial Required Entitlements Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) 10Community Development Department SP-7 Residential SP-7 General Commercial SP-7 Business Park •Existing Use •Adequate parking •Landscape buffer & slump stone wall •Noise levels reduced Compatibility Findings -CUP SP-7 General Commercial Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) 11Community Development Department •Urban area •No minimum lot size •Legal access maintained •Consistent with surrounding development Required Findings – Lot Merger Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) 12Community Development Department •COA No. 2, Hours of Operation •COA No. 3, No customers behind security gates •COA No. 4, Car wash doors to be closed •COA No. 5, Prohibits shuttle from using residential streets •COA No. 17, new site lighting may be dimmed by Director if necessary All City Department recommended conditions included Conditions of Approval Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) 13Community Development Department Recommendation •Conduct a public hearing •Find the project exempt from CEQA (Class 1, 2, 15) •Adopt Resolution No. PC2023-010 for approval Revision to Condition of Approval no. 41 At the discretion of the Public Works Inspector, Applicant shall reconstruct the all damaged/broken concrete curb, gutter, and sidewalk along the entire length of the South Bristol Street frontage per City Standard. Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128) 14 Questions and Discussion Joselyn Perez, Assistant Planner jperez@newportbeachca.gov Planning Commission Public Hearing February 23, 2023 Planning Commission - February 23, 2023 Item No. 4a - Additional Materials Presented at the Meeting by Staff Fletcher Jones Airport Shuttle and Car Wash (PA2022-128)