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12 - Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249)
Q SEW Pp�T CITY OF O � z NEWPORT BEACH <,FORN'P City Council Staff Report July 27, 2021 Agenda Item No. 12 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Seimone Jurjis, Community Development Director - 949-644-3232, sjurjis@newportbeachca.gov PREPARED BY: Matt Schneider, Principal Planner mschneider@newportbeachca.gov PHONE: 949-644-3219 TITLE: Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) ABSTRACT: For City Council's consideration is a Call for Review by Mayor Brad Avery of the Planning Commission's February 18, 2021, decision to approve a mixed -use development project consisting of 36 residential dwelling units, which include three affordable housing units, and a 5,096-square-foot office, located at 2510 and 2530 West Coast Highway. This is the second public hearing conducted by the City Council on this project. The first occurred on April 27, 2021, at which the City Council received a staff presentation, heard public comments, and voted to continue the project. This action allowed the applicant the opportunity to review and address the comments made from both the public and the City Council. RECOMMENDATION: a) Conduct a de novo public hearing; b) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332 under Class 32 (In -fill Development Projects) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and c) Adopt Resolution No. 2021-70, A Resolution of the City Council of the City of Newport Beach, California, Upholding the Planning Commission's Approval of Coastal Development Permit No. CD2019-062, Site Development Review No. SD2019-003, Tentative Parcel Map No. NP2020-013, and Affordable Housing Implementation Plan No. AH2O21-001 for a Mixed -Use Project Located at 2510 and 2530 West Coast Highway (PA2019-249); OR 12-1 Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) July 27, 2021 Page 2 d) Direct staff to return with a Resolution reversing or modifying the Planning Commission's Approval of Coastal Development Permit No. CD2019-062, Site Development Review No. SD2019-003, Tentative Parcel Map No. NP2020-013, and Affordable Housing Implementation Plan No. AH2021-001 for a mixed -use project located at 2510 and 2530 West Coast Highway (PA2019-249). DISCUSSION: Project Setting and Description The subject site is located within the Mariners' Mile area and is approximately 0.98 acres in size. The site is currently developed with a vacant marine sales use. The existing site consists of five contiguous parcels and is bound by Avon Street to the north, West Coast Highway to the south, a day care facility to the east, and retail and vehicle sales uses to the west. The site takes vehicular access from both streets. VICINITY MAP Sbject,Pro J ie • y 4 4 41. �ft ti GENERALPLAN ZONING 12-2 Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) July 27, 2021 Page 3 � NV 4ffi_wr, MV. The prior marine sales use on the site was originally established at 2510 West Coast Highway in 1960 and expanded into the adjacent 2530 West Coast Highway location in 2001. The site is developed with two office buildings, several small storage sheds, and paved areas for ancillary boat and automobile parking. The site has no landscaping and provides no scenic resources, coastal access or public parking. More recently, a vehicle sales office was established at the site, which does not include any on -site inventory. The project would replace the vehicle sales office with a mixed -use development consisting of 36 residential dwelling units and a 5,096-square-foot office. The residential component would consist of eight studio units, 22 one -bedroom units, and six two - bedroom units. Three of the units would be provided as workforce housing and made affordable to very low-income households. The commercial component of the project would consist of the 5,096-square-foot office. Background On February 18, 2021, the Planning Commission conducted a noticed public hearing and following receipt of public comments and deliberation, voted 5-1-1 (one absent) to adopt Planning Commission Resolution No. PC2021-001 approving the project, which includes the written findings for the action. On February 22, 2021, a Call for Review was filed by Mayor Avery primarily stating public concerns and comments submitted related to potential impacts from the project warranted a review of the Planning Commission's action. Pursuant to Newport Beach Municipal Code (NBMC) Section 20.64.030(C)(3) (Conduct of Hearing), a public hearing on a call for review is conducted de novo, meaning that it is a new hearing and the prior decision of the Planning Commission to approve the application has no force or effect. The City Council is not bound by the Planning Commission's prior decision. 12-3 Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) July 27, 2021 Page 4 On April 27, 2021, the City Council conducted a de novo public hearing to consider the project. After hearing a staff presentation on the project and receiving public comment, the City Council voted (4-1) to continue the item to the May 25, 2021, City Council meeting. Prior to the May 25, 2021 meeting, the applicant informed staff that based upon the feedback they received at the previous City Council meeting, they were electing to amend their application and revise the project. The staff report for the April 27, 2021, City Council meeting and associated attachments including the Planning Commission Staff Report and minutes can be viewed via the following link: https://www.newportbeachca.gov/2510coasthwy Revised Project Staff has reviewed the revised project, which has been substantially updated in comparison to the original project presented to the City Council. (Please see Attachment D for the project plans with photo simulations.) Key changes include a reduction in the size and a different proposed use of the project's commercial space. Whereas, the original project proposed an 11,266-square-foot boutique auto showroom; the revised project now proposes a 5,096-square-foot office space. This revision eliminates the project's need to obtain a conditional use permit for a boutique auto showroom and its associated parking reduction. At the April 27, 2021 hearing, the attorney for the Coalition to Protect Mariner's Mile argued that the Housing Accountability Act did not require approval of the conditional use permit to allow the reduction in parking. This issue is now moot given that the revised project no longer requires a conditional use permit since it is fully parked with a total of 44 residential parking spaces, and 21 spaces for the office use which results in a five -space surplus above the minimum parking requirements. The architecture and orientation of the building has also been significantly updated. Whereas, the original project was comprised of two buildings connected with a bridge between the residential and commercial to the roof deck; the revised project is a single structure interconnected by the west coast highway lobby area. The original project proposed a more contemporary California coastal style, while the revised project is a New England/Nantucket style that draws influence from the sea and is similar, in style, with the Lido House Hotel. The building has also been elongated between its West Coast Highway and Avon Street frontages to allow greater articulation along the east and west sides of the building. One additional residential unit has been incorporated into the project bringing the total to 36 residential units, including three affordable units. The applicant has also offered/incorporated a 20-foot dedication along the Avon Street frontage to accommodate the widening of Avon Street. Staff has incorporated a condition of approval into the draft resolution to ensure the applicant designs and constructs this Avon Street widening in accordance with City of Newport Beach (City) standards. Notwithstanding incentive and waiver requests allowed under California Government Code Section 65915 et seq. (Density Bonus Law), the project complies with the applicable standards of the Zoning Code as detailed in the following table: 12-4 Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) July 27, 2021 Page 5 Project Elements Standard Proposed Compliance Lot Area 10,000 sq. ft. 42,821 sq. ft. Yes Density Minimum: 20 Units 26 (base units) Yes Maximum: 26 Units 10 w/ density bonus Total Residential Unit (With Density 36 max. 36 units Yes Bonus • Base Unit 26 max. 26 Yes • Density Bonus 10 max. 10 Yes Units @ 35% Affordable Unit @ 3 min. 3 Yes 11 % of base units Market -Rate Unit No min. 26 Yes Non -Residential 10,705 sq. ft. min. Yes, with Density (Commercial Use) 21,410 sq. ft. max. 5,096 sq. ft. Bonus Incentive Floor Area Ratio Building Height 26 ft. with flat roof, 35 feet Yes, with Density 31 ft. with sloped roof Bonus Waiver Front Setback (West 0 13.7 ft. Yes Coast Highway) Side Setback 0 1 ft. Yes Rear Setback 0 0 Yes Common Open Minimum 75 sq. ft./dwelling Space per unit 3, 897 sq. ft. Yes 2,700 sq. ft. Private Open Space 5% of the gross floor area for each unit. • Studio: 24.2 sq. ft. • Studio: 60 sq. ft. Yes • One Bedroom:32.9 sq. ft. • One Bedroom: 60 sq. ft. • Two Bedroom: 43.9 sq. ft. • Two Bedroom: 60 sq. ft. Parking • Residential 39 spaces 44 spaces Yes • Commercial 21 spaces 21 spaces Density Bonus/Incentive The applicant has prepared an updated Affordable Housing Implementation Plan (Attachment B) to illustrate compliance with density bonus allowances pursuant to Government Code Section 65915-65918 (Density Bonus Law) and NBMC Chapter 20.32 (Density Bonus). The project would provide three affordable units to Very Low -Income households, which equates to 11 percent of the base units as described in Table 1 below. Consistent with the Density Bonus Law, the project is therefore eligible for a 35 percent density bonus. Rents for the very low-income units would be computed in accordance with the Density Bonus Law (see Table 2). Table 1 Density Bonus Tabulation 12-5 Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) July 27, 2021 Page 6 Project Area 42,821 sq. ft. Minimum Lot Area Per Unit 1,631 sq. ft. Maximum Allowable Units Before Density Bonus (Base Units) 26 Density Bonus Units Requested 35% 10 Total Units Proposed 36 Table 2 Maximum Rents by Bedroom Count Bedroom Maximum Annual Rent Maximum Monthly Rent Utility Allowance Affordable Rent Studio $11,205 $934 $141 $793 1 bedroom $12,803 $1,067 $155 $912 As authorized by the Density Bonus Law and NBMC Chapter 20.32 (Density Bonus), the project is eligible to receive up to two incentives or concessions that would result in identifiable, financially sufficient, and actual cost reductions. Government Code Section 65915(e)(1) also entitles developers to waivers or modifications of development standards that, if applied, would physically preclude development of housing with the provided density bonus. The project includes a request for two development concessions and one waiver as follows: Incentive Request First, the applicant requests a reduction of the MU-MM (Mixed -Use Mariners' Mile) zone's minimum 0.25 floor area ratio (FAR) for nonresidential development (equivalent to 25 percent). The 5,096-square-foot office space would result in a FAR of .119 (equivalent to 11.9 percent) instead of the required 0.25 FAR. The proposed FAR would reduce the cost of the nonresidential development and, in turn, improve the project's economic viability. Additionally, the applicant requests a reduction of the 100-foot setback for residential units from West Coast Highway. The setback reduction would permit additional parking to be provided on -site as well as result in articulation of the building mass including setbacks on the east and west sides. The concession would enable windows to be provided on all sides of the building, providing views from residential units and, in turn, increase their value to offset the cost of constructing the affordable units. Development Standard Waiver Request Pursuant to the MU-MM (Mixed -Use Mariners' Mile) zoning standards, building heights are limited to a base height of 26 feet with flat roofs, but may be increased through a site development review application and coastal development permit to a height of 35 feet. Government Code Section 65915(e)(1) provides that a city may not apply a development standard that would have the effect of physically precluding the construction of the density bonus units at the density permitted under the density bonus law. In this case, a waiver of the 35-foot height limit development standard to allow a height of 35 feet is requested to accommodate the project. Notwithstanding the requested waiver, as explained in detail in the April 27, 2021 Staff Report, the impacts on views were minimal and did not warrant 12-6 Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) July 27, 2021 Page 7 a finding that the project is inconsistent with view protection policies of the General Plan or the Local Coastal Program. As explained above, the revisions to the projects have further reduced any impact on views. Therefore, even with the waiver, findings to approve a height increase under the General Plan and Local Coastal Program view protection policies can be made. Parking As authorized pursuant to the Density Bonus Law and NBMC Chapter 20.32 (Density Bonus), the project is eligible for parking requirements calculated in accordance with Government Code Section 65915(p). Therefore, studio and one -bedroom units are required to provide one onsite parking space per unit and two -bedroom units are required to provide one and a half onsite parking spaces per unit. Potential Traffic Imaacts During the April 27, 2021 City Council meeting, concerns were raised related to potential traffic impacts from the project. The City's Traffic Engineering Division has provided the following information in response: 1. Accident History — Between 2015 and 2020, the Police Department provided reports of 35 accidents. These accidents were in an area within approximately 400 feet east and west of the Tustin Avenue intersection. The project driveway on Coast Highway is located approximately 175 feet east from the centerline of the Tustin Avenue intersection. The 400-foot range was determined to be appropriate based on the project location. Of the 35 accidents, four accidents were associated with other driveways in the area, and seven accidents were driving under the influence. The accident rate is low when considering the average daily traffic volume on Coast Highway in this area is 45,000 vehicles per day. 2. Avon Street — When constructed in 1982, the improvement project was defined as the "Mariners Mile Parking Lot Access Road." The road provides access to a total of 16 metered parking stalls along the road, the Avon parking lot with 104 spaces, and three private properties. The road varies in width between 20 feet and 24 feet. The applicant has offered/incorporated a 20-foot dedication along the Avon Street frontage to accommodate the widening of Avon Street. The roadway width does not include the 16 off-street (90 degree) metered parking spaces. The roadway width between the site and Tustin Avenue is 24 feet. Parallel parking is not allowed on both sides of the access road, which is important when considering the ability of the road to carry traffic. Of note, the typical alley within Newport Heights has a width of 15 feet. 3. Tustin Avenue — The existing Tustin Avenue, north of Avon Street, is 28 feet in width. There is parking allowed on both sides of the road. Recent traffic counts on the residential segment of Tustin Avenue north of Avon Street show a peak daily traffic volume of 900 vehicles per day. A typical local residential street has a capacity of approximately 1,500 to 2,000 vehicles per day. Residents have 12- 7 Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) July 27, 2021 Page 8 communicated with Public Works staff that they have safety concerns given the roadway width of 28 feet, the grade of the road, and that parking is permitted on both sides. A primary concern from residents is that vehicles travelling in opposite directions cannot pass. For comparison purposes, streets in Corona del Mar are 30 feet in width with parking on both sides and similar concerns for passing. Public Works staff is currently working with the Tustin Avenue residents to address their concerns. 4. Trip distribution — When trip distribution is considered for a project, the destinations of work and shopping are primarily studied. Other activities such as recreation, medical and school related trips are also factored, but to a lesser degree, because they generally occur outside of the AM and PM peak hours. Given that Coast Highway is immediately adjacent to the project site, and large work employment areas, shopping and dining destinations would be accessed via Coast Highway or Newport Boulevard, the majority of the trip distribution would go toward Coast Highway. It is anticipated that most trips toward Coast Highway would travel via Avon Street to the traffic signal at Tustin/Coast Highway. A conservative distribution of 30 percent of project trips north to Tustin Avenue was considered. This would calculate to an additional 89 trips per day on Tustin Avenue north of the project. When reviewing the peak hour trips for the project, the project would add 6 trips in the AM peak hour, and 7 trips in the PM peak hour on Tustin Avenue north of Avon Street. Coastal Commission ADDeals Jurisdiction Public concerns have been raised regarding the determination that the project is not located in the Coastal Commission's appeal jurisdiction. Determinations regarding the boundary of the Coastal Commission's appeal jurisdiction are based on the City's "Post LCP Certification Permit and Appeal Jurisdiction" map (see Attachment C). The map was prepared and certified by the California Coastal Commission (CCC) mapping unit on July 18, 2018, and portrays the boundaries where the CCC retains post Local Coastal Program certification permit and appeal jurisdiction. Community Development staff discussed the matter with CCC staff on May 25, 2021, and were informed that CCC staff concurred with the City's determination. CCC staff also indicated they had spoken with residents who inquired about the appeal area and advised them of the procedure to initiate a formal Executive Director's Determination, but as of the date City staff spoke with CCC Staff, no formal determination request had been submitted. Housing Accountability Act It is important to note this project is subject to the Housing Accountability Act. The Housing Accountability Act requires local governments to process "housing development projects" in conformance with specific procedures and requires specific findings to deny or reduce the density of a project. However, the City is not relieved of its obligation to comply with the California Coastal Act. Specifically, Section 65589.5(e) of the California Government Code states, "[n]othing in this section shall be constructed to relieve the local agency from 12-8 Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) July 27, 2021 Page 9 complying with ... the California Coastal Act of 1976..." Since the project is within the Coastal Zone, it is appropriate for the City Council to ensure the project harmonizes with both the Housing Accountability Act and the City's Local Coastal Program. If, based upon the evidence at the hearing, the City Council determines the project does not comply with NBMC Sections 21.30A.040 (Public Access and Recreation) and 21.52.015 (Coastal Development Permits), staff recommends the City Council condition the project with specific design changes so as to comply with the Coastal Act without reducing the project's density. Alternatives and Housing Accountability Act Compliance The City Council has the following alternatives they may want to consider: 1. As indicated above, the City Council may require or suggest specific design changes that are necessary to comply with the California Coastal Act that do not reduce the density of the project. If the requested changes are substantial, staff will return with a revised resolution incorporating new findings and/or conditions; or 2. Alternatively, if the City Council chooses to deny or reduce the density of the project, findings must be made consistent with the Housing Accountability Act (Government Code Section 65589.5), which restricts the City's ability to deny, reduce density of, or make infeasible housing developments for projects that are consistent with objective general plan and zoning standards. An objective standard is a standard that is based on a factual measurement, in the absence of a biased judgment or analysis. An example of an objective standard is a five feet setback requirement in the City's zoning code. A subjective standard takes into consideration the mindset and personal beliefs and opinions of an individual. An example of a subjective standard is General Plan Policy LU 5.1.9 which states in part: "Provide street and path facing elevations with high quality doors, windows moldings, metalwork and finishes." General Plan Policy LU 5.1.9 is deemed subjective as individuals have varying views and beliefs with regard to what is considered "high quality." The law also places the burden of proof on the City to justify denial or reduction in density. Therefore, if after consideration of all written and oral evidence presented, the City Council desires to either disapprove of or impose a condition that the project be developed at a lower density or include any other conditions that would adversely impact feasibility of the proposed project, the City Council must articulate the factual basis for making the following findings and direct staff to return with a revised resolution incorporating the articulated facts in support of the decision: (A) The housing development project would have a specific, adverse impact upon public health or safety unless the project is denied or approved upon the condition that the project be developed at a lower density. As used in this paragraph, a "specific, adverse impact" means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified written public health or safety 12-9 Resolution No. 2021-70: Call for Review of Planning Commission's Approval of a Mixed -Use Project at 2510 West Coast Highway (PA2019-249) July 27, 2021 Page 10 standards, policies, or conditions as they existed on the date the application was deemed complete. (B) There is no feasible method to satisfactorily mitigate or avoid the adverse impact identified, other than the disapproval of the housing development project or the approval of the project upon the condition that it be developed at a lower density. Section 65905.5 of the California Government Code limits the total number of public meetings for a project that meets the definition of a "housing development project" to five public meetings. This includes appeals, workshops, or any meeting conducted by the City. The July 27, 2021, City Council hearing will be the fourth public meeting for this project. FISCAL IMPACT: There is no fiscal impact related to this item. ENVIRONMENTAL REVIEW: Staff recommends the City Council find this project Environmental Quality Act (CEQA) pursuant to Section Development Projects) of the CEQA Guidelines, because significant effect on the environment. NOTICING: exempt from the California 15332 under Class 32 (In -fill it has no potential to have a Notice of this hearing was published in the Daily Pilot, mailed to all owners and residential occupants 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 site 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. The agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at which the City Council considers the item). ATTACHMENTS: Attachment A — Resolution No. 2021-70 Attachment B —Affordable Housing Implementation Plan, July 14, 2021 Attachment C — Post LCP Certification Permit and Appeal Jurisdiction Attachment D — Project Plans with Photo Simulations 12-10 Attachment A City Council Resolution No. 2021- 70 12-11 RESOLUTION NO. 2021-70 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, CALIFORNIA, UPHOLDING THE PLANNING COMMISSION'S APPROVAL OF COASTAL DEVELOPMENT PERMIT NO. CD2019-062, SITE DEVELOPMENT PERMIT NO. SD2019-003, TENTATIVE PARCEL MAP NO. NP2020-013, AND AFFORDABLE HOUSING IMPLEMENTATION PLAN NO. AH2021-001 FOR A MIXED -USE PROJECT LOCATED AT 2510 AND 2530 WEST COAST HIGHWAY (PA2019-249) WHEREAS, Section 200 of the City of Newport Beach ("City") Charter vests the City Council with the authority to make and enforce all laws, rules and regulations with respect to municipal affairs subject only to the restrictions and limitations contained in the Charter and the State Constitution, and the power to exercise, or act pursuant to any and all rights, powers, and privileges, or procedures granted or prescribed by any law of the State of California; WHEREAS, an application was filed by 2510 W. Coast Hwy LLC and 2510 W. Coast Hwy Eat LLC, ("Applicant") with respect to property located at 2510 and 2530 West Coast Highway, and legally described in Exhibit "A," which is attached hereto and incorporated herein by reference ("Property"); WHEREAS, the Applicant is requesting approvals for the development of a mixed - use development consisting of 36 residential dwelling units including 8 studio units, 22 one - bedroom units and 6 two -bedroom units and a 5,096 square foot office ("Project") which requires the following approvals from the City: • Coastal Development Permit (CD2019-062) authorizing the construction of the mixed -use project within the Coastal Zone; • Site Development Permit (SD2019-003) authorizing the construction of the mixed -use building; • Tentative Parcel Map (NP2020-013) to consolidate the five existing parcels into a single parcel; and • Affordable Housing Implementation Plan (AH2021-001) ("AHIP") specifying how the project meets the City's affordable housing requirements in exchange for the density bonus as well as a request for an incentive and waiver pursuant to Chapter 20.32 (Density Bonus) of the Newport Beach Municipal Code ("NBMC") and Government Code Section 65915 (Density Bonus Law); 12-12 Resolution No. 2021- Page 2 of 35 WHEREAS, the Property is designated MU-H1 (Mixed -Use Horizontal) by the General Plan ("General Plan") Land Use Element and is located within the MU-MM (Mixed - Use Mariners' Mile) Zoning District; WHEREAS, the Property is designated MU-H (Mixed -Use — Horizontal) by the Coastal Land Use Plan category and is located within the MU-MM (Mixed -Use Madners' Mile) Coastal Zone District; WHEREAS, a telephonic public hearing was held by the Planning Commission on January 21, 2021, due to the Declaration of a State of Emergency and Proclamation of Local Emergency related to COVID-19. A notice of time, place and purpose of the hearing was given in accordance with Government Code Section 54950 et seq. ("Ralph M. Brown Act") and Chapters 20.62 and 21.62 (Public Hearings) of the NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this public hearing; WHEREAS, at the request of the applicant, the Project was continued to the February 18, 2021, Planning Commission meeting in order to provide an opportunity for the Applicant to conduct a community outreach meeting and allow the public to review the Project more thoroughly; WHEREAS, the continued public hearing was held telephonically by the Planning Commission on February 18, 2021, in the City Council Chambers located at 100 Civic Center Drive, Newport Beach, CA, due to the Declaration of a State of Emergency and Proclamation of Local Emergency related to COVID-19. A notice of time, place and purpose of the hearing was given in accordance with the Ralph M. Brown Act and Chapters 20.62 and 21.62 of the NBMC. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this public hearing; WHEREAS, at the conclusion of the public hearing, the Planning Commission adopted Resolution No. PC2021-001 (5 ayes, 1 nay, 1 abstention) approving the Project; WHEREAS, on February 22, 2021, Mayor Brad Avery filed a Call for Review of the Planning Commission's decision to the City Council; WHEREAS, a telephonic public hearing was held by the City Council on April 27, 2021, in the Council Chambers located at 100 Civic Center Drive, Newport Beach, CA, due to the Declaration of a State of Emergency and Proclamation of Local Emergency related to COVID-19. A notice of time, place and purpose of the hearing was given in accordance with the Ralph M. Brown Act and Chapters 20.62 and 21.62 of the NBMC. Evidence, both written and oral, was presented to, and considered by, the City Council at this hearing; 12-13 Resolution No. 2021- Page 3 of 35 WHEREAS, after considering public comments and deliberating on the matter, the City Council voted (4 ayes, 1 nay) to continue the hearing; WHEREAS, prior to the May 25, 2021 City Council meeting, the Applicant informed the City that they intended to amend the application and revise the Project to address feedback received from the City Council and the public, therefore, negating the need for the May 25, 2021 hearing; and WHEREAS, a public hearing was held by the City Council on July 27, 2021, in the Council Chambers located at 100 Civic Center Drive, Newport Beach, CA. A notice of time, place and purpose of the hearing was given in accordance with the Ralph M. Brown Act and Chapters 20.62 and 21.62 of the NBMC. Evidence, both written and oral, was presented to, and considered by, the City Council at this hearing. NOW, THEREFORE, the City Council of the City of Newport Beach resolves as follows: Section 1: The City Council has considered the decision of the Planning Commission and determined that modifications to the Project made by the City Council, if any, are not major changes that require referral back to the Planning Commission for consideration and recommendation. Section 2: The City Council does hereby uphold the Planning Commission's approval of Coastal Development Permit No. CD2019-062, Site Development Review No. SD2019-003, Tentative Parcel Map No. NP2020-013, and Affordable Housing Implementation Plan No. AH2021-001, subject to the conditions of approval set forth in Exhibit "B," which is attached hereto and incorporated herein by reference. Section 3: In accordance with Subsection (F) of Section 21.52.015 (Coastal Development Permits) of the NBMC, the following findings and facts in support of Coastal Development Permit No. CD2019-062 are set forth as follows: Finding of Consistency with Section 21.52.015(F)(1) Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Findinq of Consistency with Section 21.52.015(`F)(1) 1. The Coastal Land Use Plan designates the Property as MU-H (Mixed -Use — Horizontal) which is intended to provide a horizontally distributed mix of uses, which may include general or neighborhood commercial, commercial offices, multifamily residential, visitor -serving and marine -related uses, and/or buildings that vertically 12-14 Resolution No. 2021- Page 4 of 35 integrate residential with commercial uses. The Project would be consistent with the MU-H (Mixed -Use — Horizontal) Coastal Land Use Plan designation by developing an office along Coast Highway and a multi -family residential building to the rear of the Property. 2. The Project site is zoned MU-MM (Mixed -Use Mariners' Mile), which allows properties fronting on Coast Highway to be developed for nonresidential uses only. Properties to the rear of the commercial frontage may be developed with freestanding nonresidential uses, multi -unit residential dwelling units, or mixed -use structures that integrate residential above the ground floor with nonresidential uses on the ground floor. Notwithstanding the incentive and waiver requested through the allowed density bonus, the Project complies with the applicable standards. 3. The Property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with Title 24 of the California Code of Regulations ("CBC") and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the geotechnical investigations. Construction plans are reviewed for compliance with approved investigations and the CBC prior to building permit issuance. 4. A preliminary Water Quality Management Plan ("WQMP") has been reviewed and approved by the City. The WQMP concludes that implementation of the Project would not result in potentially significant impacts to the drainage patterns on -site. Project storm water must comply with all applicable ("MS4") requirements to ensure that impacts to surface and ground water quality do not occur. Water quality objectives would be achieved through the incorporation of Best Management Practices ("BMPs") identified in the preliminary WQMP during construction and post -project implementation. 5. The new drainage pattern would match the existing drainage pattern, which drains southerly toward Coast Highway. The flow would be collected into the cross gutter and directed toward a new stormwater treatment system. The Project would be designed to minimize impervious areas by meeting, but not exceeding, minimum allowable driveway requirements. It would disconnect the impervious areas by directing runoff to landscaping. It would also involve plantings in disturbed areas with native and drought tolerant plants and trees. Approval of the Project would not result in any significant effect related to water quality or drainage. 12-15 Resolution No. 2021- Page 5 of 35 6. The Property has no native vegetation and/or habitat. It is currently a commercial Marine Sales facility that is entirely paved, with the exception of minor non-native decorative vegetation. There is no potential for special -status plants or animals to exist on the Property. The Project would not encroach into any jurisdictional waters or areas that support native and/or sensitive habitat. The Property does not contain any wetland area. There would be no significant direct or indirect impacts to wetland environmentally sensitive habitat area ("ESHA") associated with the Project. For these reasons, the Project site has no value as habitat for endangered, rare or threatened species. Given the urban character of the surrounding area, no significant impacts to biological resources would occur. Finding of Consistency with Section 21.52.015(F)(2) Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Facts in Support of Finding of Consistency with Section 21.52.015(F)(2) 1. The Project does not impact public access in that the closest public viewpoint is above the Property to the northeast at John Wayne Park. View simulations were provided as part of the Project plans. The inland location of the Project site combined with the elevated and sloping location of the adjacent park minimize coastal view impacts. The Project's flat roof, which is void of mechanical equipment or vertical intrusions, and strategic articulation of the building further protects coastal views; therefore, the development would not impact coastal views. 2. The closest coastal view road is West Coast Highway, which is to the south, as designated in the Coastal Land Use Plan. The Project is located entirely on private property and would not inhibit coastal views from the road since the proposed development would be constructed on the inland side of West Coast Highway. The building would be three (3) stories (35 feet) high. The building architecture is designed to provide an attractive appearance that is compatible with the surrounding area with high quality materials, neutral colors, and architectural treatments to prevent building monotony. Therefore, the Project does not have the potential to degrade the visual quality of the coastal zone or result in significant adverse impacts to public views. 3. The Property is located in Mariners' Mile corridor area and is not located between the nearest public road and the sea. Section 21.30A.040 (Determination of Public Access/Recreation Impacts) of the NBMC, requires that the provision of public access bear a reasonable relationship between the requirement and the Project's impact and 12-16 Resolution No. 2021- Page 6 of 35 be proportional to the impact. In this case, the Project involves the demolition of an existing Marine Sales use the construction of a new mixed -use project. Although the Project involves a change in intensity from the existing condition, mixed -use projects are an intended and allowed use for the Property and the development complies with all other applicable development standards including required parking as supported in the findings set forth in Section 5. The Project is not anticipated to result in a significantly increased demand on public access and recreation opportunities. The Property is located on the inland side of West Coast Highway approximately 300 feet from Newport Harbor, and does not provide any public access easements. Section 4: In accordance with Subsection (F) of Section 20.52.080 (Site Development Reviews) of the NBMC, the following findings and facts in support of Site Development Review No. SD2019-003 are set forth as follows: Finding of Consistency with Section 20.52.080(F)(1) The proposed development is allowed within the subject zoning district. Facts in Support of Finding of Consistency with Section 20.52.080(F)(1) The Property is zoned MU-MM (Mixed -Use Mariners' Mile), which allows properties fronting on Coast Highway to be developed for nonresidential uses only. Properties to the rear of the commercial frontage may be developed with freestanding nonresidential uses, multi -unit residential dwelling units, or mixed -use structures that integrate residential above the ground floor with nonresidential uses on the ground floor. Notwithstanding the incentive and waiver requested through the allowed density bonus, the Project complies with the applicable standards of the Zoning Code. Finding of Consistency with Section 20.52.080(F)(2) The proposed development is in compliance with all of the following applicable criteria: i. Compliance with this section, the General Plan, this Zoning Code, any applicable specific plan, and other applicable criteria and policies related to the use or structure; ii. The efficient arrangement of structures on the site and the harmonious relationship of the structures to one another and to other adjacent developments, and whether the relationship is based on standards of good design, 12-17 Resolution No. 2021- Page 7 of 35 iii. The compatibility in terms of bulk, scale, and aesthetic treatment of structures on the site and adjacent developments and public areas, - iv. The adequacy, efficiency, and safety of pedestrian and vehicular access, including drive aisles, driveways, and parking and loading spaces; v. The adequacy and efficiency of landscaping and open space areas and the use of water efficient plant and irrigation materials; and vi. The protection of significant views from public rights) -of -way and compliance with NBMC Section 20.30.100 (Public View Protection). Facts in Support of Finding of Consistency with Section 20.52.080(F)(2) 1. All Facts in Support of Coastal Development Permit findings are hereby incorporated by reference. 2. The General Plan Land Use Element designates the site as MU-H1 (Mixed -Use Horizontal), which provides for a horizontal intermixing of uses. For properties located on the inland side of Coast Highway in the Mariners' Mile Corridor, where the Property is located, the General Plan contemplates marine -related and highway -oriented general commercial uses such as retail, office and food and drinking establishments. Portions of properties to the rear of the Coast Highway frontage may be developed with free-standing neighborhood -serving retail, multi -family residential units, or mixed -use buildings that integrate residential with retail uses on the ground floor. The Project would be consistent with the General Plan designation of MU-H1 (Mixed -Use Horizontal) by developing an office along Coast Highway and a multi- family residential building to the rear of the commercial frontage. Additionally, the Project would be consistent with the General Plan's density limitations, which is 20.1-26.7 units per acre for the multi -family building. Additional density has been requested under the State's density bonus law, as well as an incentive request to reduce the minimum 0.25 floor area ratio (FAR) for nonresidential development. The 5,096 square foot office space would result in a FAR of 11.9%. 3. Land Use Policies Policy LU2.1 Resident -Serving Land Uses. Accommodate uses that support the needs of Newport Beach's residents including housing, retail, services, employment, recreation, education, culture, entertainment, civic engagement, and social and spiritual activity 12-18 Resolution No. 2021- Page 8 of 35 that are in balance with community natural resources and open spaces. Policy LU2.2 Sustainable and Complete Community. Emphasize the development of uses that enable Newport Beach to continue as a self-sustaining community and minimize the need for residents to travel outside of the community for retail, goods and services, and employment. Policy LU 2.8 Adequate Infrastructure. Accommodate the types, densities, and mix of land uses that can be adequately supported by transportation and utility infrastructure (water, sewer, storm drainage, energy, and so on) and public services (schools, parks, libraries, seniors, youth, police, fire, and so on). Policy LU 3.2 Growth and Change. Enhance existing neighborhoods, districts and corridors, allowing for re -use and infrll with uses that are complementary in type, form, scale, and character. Changes in use and/or densitylin tensity should be considered only in those areas that are economically underperforming, are necessary to accommodate Newport Beach's share of projected regional population growth, improve the relationship and reduce commuting distance between home and jobs, or enhance the values that distinguish Newport Beach as a special place to live for its residents. The scale of growth and new development shall be coordinated with the provision of adequate infrastructure and public services, including standards for acceptable traffic level of service. Policy LU 4.1 Land Use Diagram. Accommodate land use development consistent with the Land Use Plan. Figure LU1 depicts the general distribution of uses throughout the City and Figure LU2 through Figure LU15 depict specific use categories for each parcel within defined Statistical Areas. Table LU1 (Land Use Plan Categories) specifies the primary land use categories, types of uses, and, for certain categories, the densitieslntensities to be permitted. The permitted densitieslntensities or amount of development for land use categories for which this is not included in Table LU1, are specified on the Land Use Plan, Figure LU4 through Figure LU15. These are intended to convey maximum and, in some cases, minimums that may be permitted on any 12-19 Resolution No. 2021- Page 9 of 35 parcel within the designation or as otherwise specified by Table LU2 (Anomaly Locations). Goal LU 5.1 Residential neighborhoods that are well -planned and designed contribute to the livability and quality of life of residents, respect the natural environmental setting, and sustain the qualities of place that differentiate Newport Beach as a special place in the Southern California region. Policy LU 6.19.4 Inland side of Coast Highway [designated as "MU-H1," "CG(0.3)," and "CG(0.5)" Sub -Areas B and C]. Accommodate a mix of visitor- and local -serving retail commercial, residential, and public uses. The Coast Highway frontage shall be limited to nonresidential uses. On inland parcels, generally between Riverside Avenue and Tustin Avenue, priority should be placed on accommodating uses that serve upland residential neighborhoods such as grocery stores, specialty retail, small service office, restaurants, coffee shops, and similar uses. The Project is mixed -use that would include an office along Coast Highway, with a 36- unit affordable multi -family residential building to the rear of the site. The intent of the Project is to add new commercial office and housing to an underutilized site to serve the needs of the community. The mixed -use concept would foster a self-sustaining community and the proposed uses would complement the existing type and character of nearby development, which includes a variety of commercial and residential development. The Project features a well -planned layout and high -quality design that would contribute to the livability and quality of life of residents. There is capacity in the sewer and water facilities, circulation, and other public services and facilities to provide an adequate level of service to the proposed development. The Project represents infill development that can be served by the existing infrastructure. Additionally, the Property is located within the MU-H1 (Mixed -Use Horizontal) designation, which is intended to accommodate a mix of visitor- and local -serving retail, office, commercial, residential, and public uses. The mix of proposed uses would be consistent with this designation. 4. Project Design Policies Policy LU 5.1.9 Character and Quality of Multi -Family Residential. Require that multi -family dwellings be designed to convey a high quality 12-20 Resolution No. 2021- Page 10 of 35 architectural character in accordance with the following principles: • Building Elevations: o Treatment of the elevations of buildings facing public streets and pedestrian ways as the principal fagades with respect to architectural treatment to achieve the highest level of urban design and neighborhood quality. o Architectural treatment of building elevations and modulation of mass to convey the character of separate living units or clusters of living units, avoiding the appearance of a singular building volume. o Provide street- and path -facing elevations with high -quality doors, windows, moldings, metalwork, and finishes. • Ground Floor Treatment: o Where multi -family residential is developed on large parcels such as the Airport Area and West Newport Mesa. - Set ground -floor residential uses back from the sidewalk or from the right-of-way, whichever yields the greater setback to provide privacy and a sense of security and to leave room for stoops, porches and landscaping. ■ Raise ground -floor residential uses above the sidewalk for privacy and security but not so much that pedestrians face blank walls or look into utility or parking spaces. ■ Encourage stoops and porches for ground -floor residential units facing public streets and pedestrian ways. o Where multi -family residential is developed on small parcels, such as the Balboa Peninsula, the unit may be located directly along the sidewalk frontage and entries should be setback or elevated to ensure adequate security. • Roof Design: o Modulate roof profiles to reduce the apparent scale of large structures and to provide visual interest and variety. • Parkin_g: o Design covered and enclosed parking areas to be integral with the architecture of the residential units' architecture. 12-21 Resolution No. 2021- Page 11 of 35 • Open Space and Amenity: o Incorporate usable and functional private open space for each unit. Policy 5.2.1 Architecture and Site Design. Require that new development within existing commercial districts and corridors complement existing uses and exhibit a high level of architectural and site design in consideration of the following principals: • Seamless connections and transitions with existing buildings, except where developed as a free-standing building; • Modulation of building masses, elevations and rooflines to promote visual interest; • Architectural treatment of all building elevations, including ancillary facilities such as storage, truck loading and unloading, and trash enclosures; • Treatment of the ground floor of buildings to promote pedestrian activity by avoiding long continuous blank walls, incorporating extensive glazing for transparency, and modulating and articulating elevations to promote visual interest, • Clear identification of storefront entries; • Incorporation of signage that is integrated with the buildings' architectural character, • Architectural treatment of parking structures consistent with commercial buildings, including the incorporation of retail in the ground floors where the parking structure faces a public street or pedestrian way; • Extensive on -site landscaping, including mature vegetation to provide a tree canopy to provide shade for customers; • Incorporation of plazas and expanded sidewalks to accommodate pedestrian, outdoor dining, and other activities; • Clearly delineated pedestrian connections between business areas, parking, and to adjoining neighborhoods and districts (paving treatment, landscape, wayfinding signage, and so on); and • Integration of building design and site planning elements that reduce the consumption of water, energy, and other renewable resources. 12-22 Resolution No. 2021- Page 12 of 35 The Project includes a 5,096 square -foot office, 36 multi -family residential units, 69 at -grade parking spaces, 4,086 square feet of landscaping, and a 3,897 square -foot second floor deck for outdoor recreation. The office would front Coast Highway and would include a pitched roof. The residential portion of the building would be developed behind the office and would feature a flat roof design. The buildings would be constructed with high quality wood, glass, and metal siding to integrate the design of the buildings with adjacent uses and the natural environment. The parking areas would be easily accessible and would accommodate resident, customer and employee parking needs. There would be two access points: one off of Coast Highway and one off of Avon Street to access a shared parking lot for the Project. The driveways would stay within the prolongation of the Property lines and a dedication would be provided to meet City driveway standards. Pedestrian connections would be provided along Coast Highway and throughout the Property. Landscaping would be strategically incorporated to provide varied and high -quality views of the fagades, with three trees along Coast Highway to be provided. The residential building would feature a common deck area along both sides of the building with additional landscaping. 5. Neighborhood Compatibility Policies Policy LU 5.2.1 Architecture and Site Design. Require that new development within existing commercial districts centers and corridors complement existing uses and exhibit a high level of architectural and site design in consideration of the following principles: • Seamless connections and transitions with existing buildings, except where developed as a free-standing building; • Modulation of building masses, elevations, and rooflines to promote visual interest, • Architectural treatment of all building elevations, including ancillary facilities such as storage, truck loading and unloading, and trash enclosures; • Treatment of the ground floor of buildings to promote pedestrian activity by avoiding long, continuous blank walls, incorporating extensive glazing for transparency, and modulating and articulating elevations to promote visual interest; • Clear identification of storefront entries; 12-23 Resolution No. 2021- Page 13 of 35 • Incorporation of signage that is integrated with the buildings' architectural character; • Architectural treatment of parking structures consistent with commercial buildings, including the incorporation of retail in the ground floors where the parking structure faces a public street or pedestrian way; • Extensive on -site landscaping, including mature vegetation to provide a tree canopy to provide shade for customers; • Incorporation of plazas and expanded sidewalks to accommodate pedestrian, outdoor dining, and other activities; • Clearly delineated pedestrian connections between business areas, parking, and to adjoining neighborhoods and districts (paving treatment, landscape, wayfrnding signage, and so on); and • Integration of building design and site planning elements that reduce the consumption of water, energy, and other nonrenewable resources. Policy LU 5.2.2 Buffering Residential Areas. Require that commercial uses adjoining residential neighborhoods be designed to be compatible and minimize impacts through such techniques as: • Incorporation of landscape, decorative walls, enclosed trash containers, downward focused lighting fixtures, and/or comparable buffering elements; • Attractive architectural treatment of elevations facing the residential neighborhood; • Location of automobile and truck access to prevent impacts on neighborhood traffic and privacy. Policy LU 5.3.5 Pedestrian -Oriented Architecture and Streetscapes. Require that buildings located in pedestrian -oriented commercial and mixed -use districts (other than the Newport Center and Airport Area, which are guided by Goals 6.14 and 6.15, respectively, specific to those areas) be designed to define the public realm, activate sidewalks and pedestrian paths, and provide "eyes on the street" in accordance with the following principles: • Location of buildings along the street frontage sidewalk, to visually form a continuous or semi -continuous wall with buildings on adjacent parcels; 12-24 Resolution No. 2021- Page 14 of 35 • Inclusion of retail uses characterized by a high level of customer activity on the ground floor; to ensure successful retail -type operations, provide for transparency, elevation of the first floor at or transitioning to the sidewalk, floor -to -floor height, depth, deliveries, and trash storage and collection; • Articulation and modulation of street -facing elevations to promote interest and character; • Inclusion of outdoor seating or other amenities that extend interior uses to the sidewalk, where feasible; • Minimization of driveways that interrupt the continuity of street facing building elevations, prioritizing their location to side streets and alleys where feasible. Policy LU 6.16.5 Compatibility of Business Operations with Adjoining Residential Neighborhoods. Work with local businesses to ensure that retail, office, and other uses do not adversely impact adjoining residential neighborhoods. This may include strategies addressing hours of operation, employee loitering, trash pickup, truck delivery hours, customer arrivals and departures, and other activities. Policy LU 5.3.6 Parking Adequacy and Location. Require that adequate parking be provided and is conveniently located to serve tenants and customers. Set open parking lots back from public streets and pedestrian ways and screen with buildings, architectural walls, or dense landscaping. Policy LU 6.16.6 Design Compatibility with Adjoining Residential Neighborhoods. Require that building elevations facing adjoining residential units be designed to convey a high -quality character and ensure privacy of the residents, and that properties be developed to mitigate to the maximum extend feasible impacts of lighting, noise, odor, trash storage, truck deliveries, and other business related activities. Building elevations shall be architecturally treated and walls, if used as buffers, shall be well - designed and landscaped to reflect the areas residential village character. The Project incorporates a variety of features to ensure neighborhood compatibility, including a parking garage within the footprint of the building to minimize noise. Landscaping and green screens would also be provided between adjacent uses to 12-25 Resolution No. 2021- Page 15 of 35 minimize noise. Pedestrian connections would be incorporated throughout the site and would connect to sidewalks along Coast Highway. The design of the Project would be high -quality and would be compatible with adjacent uses with respect to building elevations. The architectural details would provide modulation of building masses, elevations, and rooflines to promote visual interest. The buildings would be three stories in height, which is compatible with surrounding buildings that are generally two stories in height. Adequate setbacks are incorporated into the Project design to ensure that the Project would be compatible with the adjoining uses. Parking would be sufficient to accommodate projected demand and would be located on the ground level beneath the residential building in a convenient location for residents, visitors, customers, and employees. 6. Mariners' Mile Strategic Vision and Design Framework The Project is compliant with the Mariners' Mile Strategic Vision and Design Framework. The office portion of the Project is consistent with the uses envisioned along this inland area of Mariners' Mile. The Projects color scheme utilizes a neutral white color with contrasting dark wood, bronze and tan trim elements consistent with the Mariners' Mile color palate. The architecture respects views from above by providing both flat and pitched rooflines that are free of mechanical equipment or vertical intrusions such as elevator overruns. The Project's landscaping preserves provides Palms along West Coast Highway consistent with the Mariners' Mile Coast Highway edge landscaping framework. Additional landscape features include linear concrete paver driveways, vine covered walls (green screen) and trees flanking the Avon Street access driveway approach. Finding of Consistency with Section 20.52.080(F)(3) The proposed development is not detrimental to the harmonious and orderly growth of the City, nor will it endanger, jeopardize, or otherwise constitute a hazard to the public convenience, health, interest, safety, or general welfare of person residing or working in the neighborhood of the proposed development. Facts in Support of Finding of Consistency with Section 20.52.080(F)(3) 1. The Project has been designed to ensure that potential conflicts with surrounding land uses are minimized to the extent possible to maintain a healthy environment for both 12-26 Resolution No. 2021- Page 16 of 35 businesses and residents by providing an architecturally pleasing Project with articulation and building modulations to enhance the urban environment. 2. The proposed building has been designed to accommodate and provide safe access for emergency vehicles, delivery trucks, and refuse collections vehicles, as determined by the City Traffic Engineer. 3. The Project does not involve the use or manufacture of any hazardous substances that could impact nearby development. 4. The new construction complies with all Building, Public Works, Fire Codes, City ordinances, and all conditions of approval. Section 5: In accordance with Section 19.12.070 (Required Findings for Action on Tentative Maps (66412.3, 66473 et seq.)), the following findings and facts in support of Tentative Parcel Map No. NP2020-013 are set forth as follows: Finding of Consistency with Section 19.12.070(A)(1) A. That the proposed map and the design or improvements of the subdivision are consistent with the General Plan and any applicable specific plan, and with applicable provisions of the Subdivision Map Act and this Subdivision Code. Facts in Support of Finding of Consistency with Section 19.12.070(A)(1) 1. All Facts in Support of Site Development Review findings in support of consistency with Sections 20.52.080(F)(1) and 20.52.080(F)(2) are hereby incorporated by reference. 2. The Project has been conditioned to require public improvements, including the reconstruction of sidewalks, curbs, and gutters on West Coast Highway and Avon Street as necessary. Finding of Consistency with Section 19.12.070(A)(2) B. That the site is physically suitable for the type and density of development. 12-27 Resolution No. 2021- Page 17 of 35 Facts in Support of Finding of Consistency with Section 19.12.070(A)(2) The Property is approximately 0.98 acres in size. The Property consists of five contiguous parcels and is bound by Avon Street to the north, West Coast Highway to the south. The proposed subdivision consolidates five existing parcels into a single parcel. The proposed development is consistent with the type and density of development permitted for the site. Finding of Consistency with Section 19.12.070(A)(3) C. That the design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage nor substantially and avoidably injure fish or wildlife or their habitat. However, notwithstanding the foregoing, the decision making body may nevertheless approve such a subdivision if an environmental impact report was prepared for the project and a finding was made pursuant to Section 21081 of the California Environmental Quality Act that specific economic, social or other considerations make infeasible the mitigation measures or project alternatives identified in the environmental impact report. Facts in Support of Finding of Consistency with Section 19.12.070(A)(3) 1. The Property is currently developed and located in an urbanized area and does not contain any sensitive vegetation or habitat. 2. The Project is exempt from the California Environmental Quality Act ("CEQA") pursuant to Section 15332 under Class 32 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. Findinq of Consistency with Section 19.12.070(A)(4) D. That the design of the subdivision or the type of improvements is not likely to cause serious public health problems. Facts in Support of Finding of Consistency with Section 19.12.070(A)(44) All Facts in Support of Site Development Review Findings of Consistency with Section 20.52.080(F)(3) are hereby incorporated by reference. 12-28 Resolution No. 2021- Page 18 of 35 Finding of Consistency with Section 19.12.070(A)(5) E. That the design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision. In this connection, the decision -making body may approve a map if it finds that alternate easements, for access or for use, will be provided and that these easements will be substantially equivalent to ones previously acquired by the public. This finding shall apply only to easements of record or to easements established by judgment of a court of competent jurisdiction and no authority is hereby granted to the City Council to determine that the public at large has acquired easements for access through or use of property within a subdivision. Facts in Support of Finding of Consistency with Section 19.12.070(A)(5) The City Public Works and Utilities Departments have reviewed the Project to ensure the proposed subdivision would not conflict with easements acquired by the public at large, for access through, or use of property within the Project. Finding of Consistency with Section 19.12.070(A)(6) F. That, subject to the detailed provisions of Section 66474.4 of the Subdivision Map Act, if the land is subject to a contract entered into pursuant to the California Land Conservation Act of 1965 (Williamson Act), the resulting parcels following a subdivision of the land would not be too small to sustain their agricultural use or the subdivision will result in residential development incidental to the commercial agricultural use of the land. Facts in Support of Finding of Consistency with Section 19.12.070(A)(6) 1. The Property is not subject to the Williamson Act because the Property is not designated as an agricultural preserve and is less than 100 acres in area. 2. The Property is developed with a commercial use and is located in a Zoning District that does not permit agricultural development. Finding of Consistency with Section 19.12.070(A)(7) G. That, in the case of a "land project" as defined in Section 11000.5 of the California Business and Professions Code. (1) There is an adopted specific plan for the area to be included within the land project; and (2) the decision making body finds that the proposed land project is consistent with the specific plan for the area. 12-29 Resolution No. 2021- Page 19 of 35 Facts in Support of Finding of Consistency with Section 19.12.070(A)(7) 1. California Business and Professions Code Section 11000.5 has been repealed by the Legislature. However, this Project is not considered a "land project" as previously defined in Section 11000.5 of the California Business and Professions Code because the Property does not contain 50 or more parcels of land. 2. The Project is not located within a specific plan area. Finding of Consistency with Section 19.12.070(A)(8) H. That solar access and passive heating and cooling design requirements have been satisfied in accordance with Sections 66473.1 and 66475.3 of the Subdivision Map Act. Facts in Support of Finding of Consistency with Section 19.12.070(A)(8) The Tentative Parcel Map and any future improvements are subject to the CBC which requires new construction to meet minimum heating and cooling efficiency standards depending on location and climate. The Newport Beach Building Division ensures compliance with the CBC through the plan check and inspection process. Finding of Consistency with Section 19.12.070(A)(9) I. That the subdivision is consistent with Section 66412.3 of the Subdivision Map Act and Section 65584 of the California Government Code regarding the City's share of the regional housing need and that it balances the housing needs of the region against the public service needs of the City's residents and available fiscal and environmental resources. Facts in Support of Finding of Consistency with Section 19.12.070(A)(9) 1. The Project would add 36 housing units to the City's housing inventory including three units affordable to Very Low -Income households. The redevelopment of an aging commercial site with the addition of both market and affordable housing units balances the City's housing needs while providing an updated commercial space (office) that would generate employment opportunities in support of the City's fiscal resources. 2. The Property is currently developed and located in an urbanized area and does not contain any sensitive vegetation or habitat. 12-30 Resolution No. 2021- Page 20 of 35 Finding of Consistency with Section 19.12.070(A)(10) J. That the discharge of waste from the proposed subdivision into the existing sewer system will not result in a violation of existing requirements prescribed by the Regional Water Quality Control Board. Facts in Support of Finding of Consistency with Section 19.12.070(A)(10) The proposed subdivision would not create waste that would result in a violation of the existing requirements prescribed by the Regional Water Quality Control Board. A preliminary WQMP has been reviewed and approved by the City. The WQMP concludes that implementation of the Project would not result in potentially significant impacts to the drainage patterns on -site. Project storm water must comply with all applicable MS4 requirements to ensure that impacts to surface and ground water quality do not occur. Water quality objectives would be achieved through the incorporation of BMPs identified in the preliminary WQMP during construction and post -project implementation. Finding of Consistency with Section 19.12.070(A)(11) K. For subdivisions lying partly or wholly within the Coastal Zone, that the subdivision conforms with the certified Local Coastal Program and, where applicable, with public access and recreation policies of Chapter Three of the Coastal Act. Facts in Support of Finding of Consistency with Section 19.12.070(A)(11) All Facts in Support of Coastal Development Permit findings of consistency with Sections 21.52.015(F)(1) and 21.52.015(F)(2) are hereby incorporated by reference. Section 6: In accordance with Chapter 20.32 (Density Bonus) of the NBMC, the following findings and facts in support of the AHIP set forth in Exhibit "C," which is attached hereto and incorporated herein by reference, are set forth as follows: 1. The proposed AHIP is consistent with the intent to implement affordable housing goals within the City pursuant to Government Code Section 65915-65918 (State Density Bonus Law), and Title 20 (Planning and Zoning), and Chapter 20.32 (Density Bonus) of the Newport Beach Municipal Code ("NBMC"). 2. The State Density Bonus Law and Chapter 20.32 of the NBMC provide for an increase in the number of units of up to 35% above the maximum number of units allowed by the General Plan, for projects that include a minimum of 11% units affordable to Very Low Income Households, in the case of the Project would provide three units 12-31 Resolution No. 2021- Page 21 of 35 affordable to Very Low Income households, which equates to 11% of the 26 base units. At the maximum density bonus of 35%, the Project is eligible for 10 additional units above the 26 base units allowed by the General Plan for a total of 36 units. 3. With respect to the incentive request, the Applicant requests a reduction of the MU- MM (Mixed -Use Mariner's Mile) minimum 0.25 floor area ratio ("FAR") for nonresidential development. The 5,096 square foot office space would result in a FAR of 11.9%. The proposed FAR reduction would reduce the cost of the nonresidential development and, in turn, improve the Project's economic viability. Additionally, the Applicant requests a reduction of the 100-foot setback for residential units from West Coast Highway. The setback reduction would permit additional parking to be provided on site as well as result in articulation of the building mass including setbacks on the east and west sides. The concession would enable windows to be provided on all sides of the building providing view opportunities for residential units and in turn increase their value to offset costs of providing affordable housing. 4. With respect to the development standard waiver request, pursuant to the MU-MM (Mixed -Use Mariner's Mile) zoning standards, building heights are limited to a base height of 26 feet with flat roofs, but may be increased through a site development review application and coastal development permit to a height of 35 feet. Government Code Section 65915(e)(1) provides that a city may not apply a development standard that would have the effect of physically precluding the construction of the density bonus units at the density permitted under the density bonus law. In this case, a waiver of the 35-foot height limit development standard is requested to accommodate the project. Notwithstanding the requested waiver, as explained in detail in the April 27, 2021 Staff Report, the impacts on views were minimal and did not warrant a finding that the Project is inconsistent with view protection policies of the General Plan or the Local Coastal Program. As supported by the findings of consistency with Section 21.52.015(F)(2), the revisions to the Projects have further reduced any impact on views. Therefore, even with the waiver, findings to approve a height increase under the General Plan and Local Coastal Program view protection policies can be made. 5. As authorized pursuant to Government Code Section 65915-65918 (Density Bonus Law) and NBMC Chapter 20.32 (Density Bonus), the Project is eligible for parking requirements calculated in accordance with Government Code Section 65915(p). Therefore, studio and one -bedroom units are required to provide one onsite parking space per unit and two -bedroom units are required to provide two onsite parking spaces. 12-32 Resolution No. 2021- Page 22 of 35 Section 7: This Project is exempt from CEQA pursuant to Section 15332 under Class 32 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. Class 32 exemptions for in -fill development projects are required to meet the following conditions: 1. The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. The General Plan Land Use Element designates the site as MU-H1 (Mixed -Use Horizontal), which provides for a horizontal intermixing of uses. For properties located on the inland side of Coast Highway in the Mariners' Mile Corridor, where the Property is located, the General Plan contemplates marine -related and highway -oriented general commercial uses. Portions of properties to the rear of the commercial frontage may be developed with free-standing neighborhood -serving retail, multi- family residential units, or mixed -use buildings that integrate residential with retail uses on the ground floor. The Project would be consistent with the General Plan designation of MU-H1 (Mixed -Use Horizontal) by developing an office along Coast Highway and a multi -family residential building to the rear of the commercial frontage. Additionally, the Project would be consistent with the General Plan's density limitations, which is 20.1-26.7 units per acre for the multi -family building. Additional density has been requested under the State's density bonus law, as well as an incentive request to reduce the minimum 0.25 floor area ratio (FAR) for nonresidential development. The 5,096 square foot office space would result in a FAR of 11.9%. Land Use Policies Policy LU2.1 Resident -Serving Land Uses. Accommodate uses that support the needs of Newport Beach's residents including housing, retail, services, employment, recreation, education, culture, entertainment, civic engagement, and social and spiritual activity that are in balance with community natural resources and open spaces. Policy LU2.2 Sustainable and Complete Community. Emphasize the development of uses that enable Newport Beach to continue as a self-sustaining community and minimize the need for residents 12-33 Resolution No. 2021- Page 23 of 35 to travel outside of the community for retail, goods and services, and employment. Policy LU 2.8 Adequate Infrastructure. Accommodate the types, densities, and mix of land uses that can be adequately supported by transportation and utility infrastructure (water, sewer, storm drainage, energy, and so on) and public services (schools, parks, libraries, seniors, youth, police, fire, and so on). Policy LU 3.2 Growth and Change. Enhance existing neighborhoods, districts and corridors, allowing for re -use and infrll with uses that are complementary in type, form, scale, and character. Changes in use and/or density/intensity should be considered only in those areas that are economically underperforming, are necessary to accommodate Newport Beach's share of projected regional population growth, improve the relationship and reduce commuting distance between home and jobs, or enhance the values that distinguish Newport Beach as a special place to live for its residents. The scale of growth and new development shall be coordinated with the provision of adequate infrastructure and public services, including standards for acceptable traffic level of service. Policy LU 4.1 Land Use Diagram. Accommodate land use development consistent with the Land Use Plan. Figure LU1 depicts the general distribution of uses throughout the City and Figure LU2 through Figure LU15 depict specific use categories for each parcel within defined Statistical Areas. Table L U 1 (Land Use Plan Categories) specifies the primary land use categories, types of uses, and, for certain categories, the densitieslntensities to be permitted. The permitted densitieslntensities or amount of development for land use categories for which this is not included in Table LU1, are specified on the Land Use Plan, Figure LU4 through Figure LU15. These are intended to convey maximum and, in some cases, minimums that may be permitted on any parcel within the designation or as otherwise specified by Table LU2 (Anomaly Locations). Goal LU 5.1 Residential neighborhoods that are well -planned and designed contribute to the livability and quality of life of residents, respect the natural environmental setting, and sustain the qualities of 12-34 Resolution No. 2021- Page 24 of 35 place that differentiate Newport Beach as a special place in the Southern California region. Policy LU 6.19.3 Marine -Related Businesses Protect and encourage facilities that serve marine -related businesses and industries unless present and foreseeable future demand for such facilities is already adequately provided for in the area. Encourage coastal - dependent industrial uses to locate or expand within existing sites and allow reasonable long term growth. Policy LU 6.19.4 Inland side of Coast Highway [designated as "MU-1-11," "CG(0.3)," and "CG(0.5)" Sub -Areas B and C]. Accommodate a mix of visitor- and local -serving retail commercial, residential, and public uses. The Coast Highway frontage shall be limited to nonresidential uses. On inland parcels, generally between Riverside Avenue and Tustin Avenue, priority should be placed on accommodating uses that serve upland residential neighborhoods such as grocery stores, specialty retail, small service office. Policy LU 6.19.6 Corridor Identity and Quality implement landscape, signage, lighting, sidewalk, pedestrian crossing, and other amenities consistent with the Mariners' Mile Specific Plan District and Mariners' Mile Strategic Vision and Design Plan. (Imp 20.1) restaurants, coffee shops, and similar uses. The Project is a mixed -use that would include a 5,096 square foot office along Coast Highway, with a 36-unit affordable multi -family residential building to the rear of the site. The previous marine sale use did not have direct access to sea and was not dependent on its location to function. There are at least 12 marine related businesses in the area including boat dealers, boat rentals and sailing and seamanship schools to serve current and foreseeable demand. The intent of the Project is to add new office and housing to an underutilized site to serve the needs of the community. The mixed -use concept would foster a self-sustaining community and the proposed uses would complement the existing type and character of nearby development, which includes a variety of commercial and residential development. The Project features a well -planned layout and high -quality design that would contribute to the livability and quality of life of residents. There is capacity in the sewer and water facilities, circulation, and other public services and facilities to provide an adequate level of service to the proposed development. The Project represents infill development that can be served by the existing infrastructure. 12-35 Resolution No. 2021- Page 25 of 35 The Property is located within the MU-H1 (Mixed -Use Horizontal) designation, which is intended to accommodate a mix of visitor- and local -serving retail commercial, residential, and public uses. The mix of proposed uses would be consistent with this designation. Project Design Policies Policy LU 5.1.9 Character and Quality of Multi -Family Residential. Require that multi -family dwellings be designed to convey a high -quality architectural character in accordance with the following principles: • Building Elevations: o Treatment of the elevations of buildings facing public streets and pedestrian ways as the principal fagades with respect to architectural treatment to achieve the highest level of urban design and neighborhood quality. o Architectural treatment of building elevations and modulation of mass to convey the character of separate living units or clusters of living units, avoiding the appearance of a singular building volume. o Provide street- and path -facing elevations with high -quality doors, windows, moldings, metalwork, and finishes. • Ground Floor Treatment: o Where multi -family residential is developed on large parcels such as the Airport Area and West Newport Mesa: ■ Set ground -floor residential uses back from the sidewalk or from the right-of-way, whichever yields the greater setback to provide privacy and a sense of security and to leave room for stoops, porches and landscaping. ■ Raise ground -floor residential uses above the sidewalk for privacy and security but not so much that pedestrians face blank walls or look into utility or parking spaces. ■ Encourage stoops and porches for ground -floor residential units facing public streets and pedestrian ways. o Where multi -family residential is developed on small parcels, such as the Balboa Peninsula, the unit may be located directly along the sidewalk frontage and entries 12-36 Resolution No. 2021- Page 26 of 35 should be setback or elevated to ensure adequate security. • Roof Design: o Modulate roof profiles to reduce the apparent scale of large structures and to provide visual interest and variety. • Parking: o Design covered and enclosed parking areas to be integral with the architecture of the residential units' architecture. • Open Space and Amenity: o Incorporate usable and functional private open space for each unit. Policy 5.2.1 Architecture and Site Design. Require that new development within existing commercial districts and corridors complement existing uses and exhibit a high level of architectural and site design in consideration of the following principals: • Seamless connections and transitions with existing buildings, except where developed as a free-standing building, • modulation of building masses, elevations and rooflines to promote visual interest, • architectural treatment of all building elevations, including ancillary facilities such as storage, truck loading and unloading, and trash enclosures; • treatment of the ground floor of buildings to promote pedestrian activity by avoiding long continuous blank walls, incorporating extensive glazing for transparency, and modulating and articulating elevations to promote visual interest; • clear identification of storefront entries; • incorporation of signage that is integrated with the buildings' architectural character; • architectural treatment of parking structures consistent with commercial buildings, including the incorporation of retail in the ground floors where the parking structure faces a public street or pedestrian way; • extensive on -site landscaping, including mature vegetation to provide a tree canopy to provide shade for customers; • incorporation of plazas and expanded sidewalks to accommodate pedestrian, outdoor dining, and other activities; 12-37 Resolution No. 2021- Page 27 of 35 • clearly delineated pedestrian connections between business areas, parking, and to adjoining neighborhoods and districts (paving treatment, landscape, wayfrnding signage, and so on); and • integration of building design and site planning elements that reduce the consumption of water, energy, and other renewable resources. The Project includes a 5,096 square -foot office space with 36 multi -family residential units, 65 at -grade parking spaces, 4,085 square feet of landscaping, and a 3,897 square - foot second story deck for outdoor recreation. The office would front Coast Highway and would include a pitched roof. The residential building would be developed behind the office and would feature a flat roof design. The buildings would be constructed with high quality wood, glass, and metal siding to integrate the design of the buildings with adjacent uses and the natural environment. The parking areas would be easily accessible and would accommodate resident, customer and employee parking needs. There would be two access points: one off Coast Highway and one off Avon Street to access the shared parking lot for the Project. The driveways would stay within the prolongation of the Property lines and a dedication would be provided to meet City driveway standards. Pedestrian connections would be provided along Coast Highway and throughout the site. Landscaping would be strategically incorporated to provide varied and high -quality views of the fagades, with three trees along Coast Highway to be provided. The residential building would feature a common deck area along both sides of the building with additional landscaping. Neighborhood Compatibility Policies Policy LU 5.2.1 Architecture and Site Design. Require that new development within existing commercial districts centers and corridors complement existing uses and exhibit a high level of architectural and site design in consideration of the following principles: • Seamless connections and transitions with existing buildings, except where developed as a free-standing building; • Modulation of building masses, elevations, and rooflines to promote visual interest; 12-38 Resolution No. 2021- Page 28 of 35 • Architectural treatment of all building elevations, including ancillary facilities such as storage, truck loading and unloading, and trash enclosures; • Treatment of the ground floor of buildings to promote pedestrian activity by avoiding long, continuous blank walls, incorporating extensive glazing for transparency, and modulating and articulating elevations to promote visual interest; • Clear identification of storefront entries; • Incorporation of signage that is integrated with the buildings' architectural character, • Architectural treatment of parking structures consistent with commercial buildings, including the incorporation of retail in the ground floors where the parking structure faces a public street or pedestrian way; • Extensive on -site landscaping, including mature vegetation to provide a tree canopy to provide shade for customers • Incorporation of plazas and expanded sidewalks to accommodate pedestrian, outdoor dining, and other activities, • Clearly delineated pedestrian connections between business areas, parking, and to adjoining neighborhoods and districts (paving treatment, landscape, wayfinding signage, and so on); and • integration of building design and site planning elements that reduce the consumption of water, energy, and other nonrenewable resources. Policy LU 5.2.2 Buffering Residential Areas. Require that commercial uses adjoining residential neighborhoods be designed to be compatible and minimize impacts through such techniques as: • incorporation of landscape, decorative walls, enclosed trash containers, downward focused lighting fixtures, and/or comparable buffering elements, • Attractive architectural treatment of elevations facing the residential neighborhood; and • Location of automobile and truck access to prevent impacts on neighborhood traffic and privacy. Policy LU 5.3.5 Pedestrian -Oriented Architecture and Streetscapes. Require that buildings located in pedestrian -oriented commercial and 12-39 Resolution No. 2021- Page 29 of 35 mixed -use districts (other than the Newport Center and Airport Area, which are guided by Goals 6.14 and 6.15, respectively, specific to those areas) be designed to define the public realm, activate sidewalks and pedestrian paths, and provide "eyes on the street" in accordance with the following principles: • Location of buildings along the street frontage sidewalk, to visually form a continuous or semi -continuous wall with buildings on adjacent parcels, • Inclusion of retail uses characterized by a high level of customer activity on the ground floor, to ensure successful retail -type operations, provide for transparency, elevation of the first floor at or transitioning to the sidewalk, floor -to -floor height, depth, deliveries, and trash storage and collection; • Articulation and modulation of street -facing elevations to promote interest and character; • Inclusion of outdoor seating or other amenities that extend interior uses to the sidewalk, where feasible; and • Minimization of driveways that interrupt the continuity of street facing building elevations, prioritizing their location to side streets and alleys where feasible. Policy LU 6.16.5 Compatibility of Business Operations with Adjoining Residential Neighborhoods. Work with local businesses to ensure that retail, office, and other uses do not adversely impact adjoining residential neighborhoods. This may include strategies addressing hours of operation, employee loitering, trash pickup, truck delivery hours, customer arrivals and departures, and other activities. Policy LU 5.3.6 Parking Adequacy and Location. Require that adequate parking be provided and is conveniently located to serve tenants and customers. Set open parking lots back from public streets and pedestrian ways and screen with buildings, architectural walls, or dense landscaping. Policy LU 6.16.6 Design Compatibility with Adjoining Residential Neighborhoods. Require that building elevations facing adjoining residential units be designed to convey a high -quality character and ensure privacy of the residents, and that properties be developed to mitigate to the maximum extend feasible impacts of lighting, noise, odor, trash storage, truck deliveries, and other 12-40 Resolution No. 2021- Page 30 of 35 business related activities. Building elevations shall be architecturally treated and walls, if used as buffers, shall be well - designed and landscaped to reflect the areas residential village character. The Project incorporates a variety of features to ensure neighborhood compatibility, including a parking garage within the footprint of the building to minimize noise. Landscaping and green screens would also be provided between adjacent uses to minimize noise. Pedestrian connections would be incorporated throughout the site and would connect to sidewalks along Coast Highway. The design of the Project would be high -quality and would be compatible with adjacent uses with respect to building elevations. The architectural details would provide modulation of building masses, elevations, and rooflines to promote visual interest. The buildings would be three stories in height, which is compatible with surrounding buildings that are generally two stories in height. Adequate setbacks are incorporated into the Project design to ensure that the Project would be compatible with the adjoining uses. Parking would be sufficient to accommodate projected demand and would be located on the ground level beneath the residential building in a convenient location for residents, visitors, customers, and employees. 2. The proposed development occurs within city limits on a project site of no more than five acres substantially surrounded by urban uses. The Project site is within the Newport Beach city limits, and consists of 42,821 square feet, or 0.98 acres. The site is surrounded by urban uses, including commercial uses south, east and west of the site and commercial and single-family residential uses north of the site. 3. The project site has no value, as habitat for endangered, rare or threatened species. The Property has no native vegetation and/or habitat. It is currently a commercial Marine Sales facility that is entirely paved, with the exception of minor non-native decorative vegetation. There is no potential for special -status plants or animals to exist on the Property. The Project would not encroach into any jurisdictional waters or areas that support native and/or sensitive habitat. The Property does not contain any wetland area. There would be no significant direct or indirect impacts to wetland ESHA associated with the Project. For these reasons, the Project site has no value as habitat for endangered, 12-41 Resolution No. 2021- Page 31 of 35 rare or threatened species. Given the urban character of the surrounding area, no significant impacts to biological resources would occur. 4. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality. The Project provides adequate parking capacity to support the proposed type and intensity of uses. Chapter 20.40 of the NBMC (Off -Street Parking) requires off-street parking in the amount of 21 spaces for the office use. Government Code Section 65915 (State density bonus law) requires a total of 39 spaces. The Project would provide a total of 44 residential parking spaces, and 21 spaces for the office use which results in a five space surplus above the minimum parking requirements. A Noise Impact Analysis provided as Exhibit "D," which is attached hereto and incorporated by reference was prepared for the Project on July 28, 2020, consistent with applicable City of Newport Beach noise standards and the CEQA Guidelines. It concluded that the Project would not create any sources of noise that would exceed thresholds. The primary source of traffic noise for the future onsite residents would be Coast Highway. Noise levels are not expected to exceed 64 dBA CNEL at the building fagade, which is less than the City's 65 dBA CNEL exterior noise compatibility criteria for residential mixed -use. A letter dated June 14, 2021 from Bill Lawson, P.E., INCE, who prepared the July 28, 2020 Noise Impact Analysis indicated Urban Crossroads reviewed the Project revisions and found the proposed changes would not generate any additional impacts beyond what was previously considered. Project -related stationary -source noise levels would result from air conditioning units, the trash enclosure, roof deck activities and vehicle movements. The closest sensitive receptor to the site is an existing outdoor play area approximately 23 feet east of the site. Stationary -source noise levels would be below applicable standards of 55 dBA Leq during daytime hours and 50 dBA Leq during nighttime hours at all nearby sensitive receptor locations. During construction, the Project would generate noise and vibration. For construction noise, the Noise Impact Analysis uses a threshold of 85 dBA Leq since the City does not have a construction noise threshold. With the planned 8 to 16-foot high temporary noise barrier during demolition, site preparation and grading, the Project's construction noise would be below 74 dBA Leq and would not expose sensitive receptors to construction noise levels in excess of standards. Likewise, the highest vibration levels of 75.6 VdB at the nearest sensitive receptor location would not exceed the vibration threshold of 78 VdB. 12-42 Resolution No. 2021- Page 32 of 35 An Air Quality and Greenhouse Gas Assessment was prepared for the Project, dated June 10, 2020, provided as Exhibit "E," which is attached hereto as and incorporated by reference. Neither short-term nor long-term air pollutant emissions generated by the Project would exceed significance thresholds established by the South Coast Air Quality Management District ("SCAQMD") as shown in Table 1 and 2 below. Localized air emissions would similarly not exceed applicable thresholds. No sensitive receptor would be exposed to emissions in excess of standards during construction or operation. The Assessment concluded that the Project would not produce the volume of traffic required to generate a CO "hot spot" and would not have the potential to generate any objectionable odors. Additionally, the Project would be consistent with all policies of the Air Quality Management Plan. The Project's greenhouse gas emissions estimate of 718.74 metric tons of carbon dioxide equivalent ("MTCO2e") per year would not exceed the screening threshold of 3,000 MTCO2e per year applicable SCAQMD threshold for greenhouse gas emissions. Therefore, approval of the Project would not result in any significant effects relating to air quality or greenhouse gas emissions. A letter dated June 14, 2021 from Bill Lawson, P.E.,INCE, with Urban Crossroads, the firm that prepared the July 10, 2020 Air Quality and Greenhouse Gas Assessment, attached hereto as Exhibit "F" and incorporated herein by reference, indicated Urban Crossroads reviewed the project revisions and found the proposed changes would not generate any additional impacts beyond what was previously considered. TABLE 1: PROJECT CONSTRUCTION EMISSIONS AND REGIONAL THRESHOLDS (WITHOUT MITIGATION) Eniksbm (Ws/day) OC NOX I CO I SOX IPMlo I PM2.5 Maximum Daily Emissions 64.06 17.08 8.50 0.03 1.65 0.89 SCAQMD Regional Threshold 75 100 550 150 150 55 Threshold Exceeded? NO NO NO NO NO NO Ibs/day = Pounds Per Day TABLE 2: PROJECT OPERATIONAL EMISSIONS AND REGIONAL THRESHOLDS - WITHOUT MITIGATION Emissions (Wday) OC NOX IM I SOX I PM10 PM2.5 Summer Scenario Area Source 10.25 0.76 20.69 0.05 2.69 2.69 Energy Source 0.02 0.17 0.08 0.00 0.01 0.01 Mobile 1.41 2.91 12.18 0.03 3.27 0.90 Total Maximum Daily Emissions 11.67 3.84 32.95 0.08 5.98 3.60 SCAQMD Regional Threshold 55 55 550 150 150 55 Threshold Exceeded? NO NO NO NO NO NO Winter Scenario 12-43 Resolution No. 2021- Page 33 of 35 Area Source 10.25 0.76 2D.69 0.05 2.69 2.69 Energy Source 0.02 0.17 0.08 0.00 0.01 0.01 Mobile 1.47 3.02 11.85 0.03 3.27 0.90 Total Maximum Daily Emissions 11.74 3.94 P2.63 1 0.08 1 5.98 1 3.60 SCAQMD Regional Threshold 55 55 550 150 150 55 Threshold Exceeded? NO NO NO NO NO NO A preliminary WQMP has been reviewed and approved by the City. The WQMP concludes that implementation of the Project would not result in potentially significant impacts to the drainage patterns on -site. Project storm water must comply with all applicable MS4 requirements to ensure that impacts to surface and ground water quality do not occur. Water quality objectives would be achieved through the incorporation of BMPs identified in the preliminary WQMP during construction and post -project implementation. The new drainage pattern would match the existing drainage pattern, which drains southerly toward Coast Highway. The flow would be collected into the cross gutter and directed toward a new stormwater treatment system. The Project would be designed to minimize impervious areas by meeting, but not exceeding, minimum allowable driveway requirements. It would disconnect the impervious areas by directing runoff to landscaping. It would also involve plantings in disturbed areas with native and drought tolerant plants and trees. Approval of the Project would not result in any significant effect related to water quality or drainage. 5. The site can be adequately served by all required utilities and public services. All required utilities, including sewer, water, energy, etc., exist within the Project site. Private sewer and water lines would be located within an easement along the central portion of the site and connect to City sewer and water lines along Coast Highway. The southern portion of the site provides drainage and utility access via several easements and the Project would maintain access to these easements and utilities. No backbone facilities (i.e., master -planned roads and/or utilities) would be required to accommodate the Project. The nearest fire station is approximately one mile from the Project site at 32nd Street and Via Oporto. All of the public services, including police and fire protection, schools and parks and recreation, are adequate to accommodate the Project. Thus, the site can be adequately served by all required utilities and public services. Additionally, CEQA Class 32 consists of projects characterized as in -fill development meeting the conditions described above. The Project consists of 36 multi -family residential units and an office. It is consistent with the City's General Plan land use and zoning designations. There is no reasonable probability that the Project would have a 12-44 Resolution No. 2021- Page 34 of 35 significant effect on the environment due to unusual circumstances, nor would the Project result in any short-term or long-term environmental impacts that were not previously considered in the General Plan and General Plan EIR. As described above, implementation of the Project would not result in any adverse effects on sensitive biological resources, traffic, air quality, noise or water quality. Therefore, the Project meets all of the conditions described above for in -fill development and qualifies for a Class 32 exemption. Section 8: The recitals provided in this resolution are true and correct and are incorporated into the operative part of this resolution. Section 9: If any section, subsection, sentence, clause or phrase of this resolution is, for any reason, held to be invalid or unconstitutional, such decision shall not affect the validity or constitutionality of the remaining portions of this resolution. The City Council hereby declares that it would have passed this resolution, and each section, subsection, sentence, clause or phrase hereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid or unconstitutional. 12-45 Resolution No. 2021- Page 35 of 35 Section 10: This resolution shall take effect immediately upon its adoption by the City Council, and the City Clerk shall certify the vote adopting the resolution. ADOPTED this 27th day of July, 2021. Brad Avery Mayor Leilani I. Brown City Clerk APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Aaron Harp . City A rney Attachment(s): Exhibit A — Legal Description Exhibit B — Conditions of Approval Exhibit C —Affordable Housing Implementation Plan Exhibit D -- Noise Impact Analysis Exhibit E — Air Quality & Greenhouse Gas Assessment Exhibit F — June 14, 2021 letter from Urban Crossroads, Inc. 12-46 EXHIBIT "A" Legal Description PARCEL A: PARCELS 1, 2 & 3, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AS SHOWN ON A PARCEL MAP FILED IN BOOK 85, PAGES 30 & 31 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PARCEL B: THAT PORTION OF LOT A, OF TRACT NO. 919, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AS SHOWN IN BOOK 29, PAGES 31 TO 34, INCLUSIVE OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF TRACT NO.1133, SEAVIEW HEIGHTS, AS SHOWN ON MAP RECORDED IN BOOK 36, PAGES 13 AND 14 OF MISCELLANEOUS MAPS IN SAID OFFICE, WITH THE NORTHEASTERLY LINE OF LOT 19 OF LAST SAID TRACT; THENCE ALONG THE SOUTHEASTERLY PROLONGATION OF SAID NORTHEASTERLY LINE SOUTH 610,00'30" EAST 57.10 FEET TO A POINT IN THE SOUTHWESTERLY PROLONGATION OF THE NORTHWESTERLY LINE OF THAT CERTAIN LAND DESCRIBED IN DEED RECORDED IN BOOK 1396, PAGE 168 OF OFFICIAL RECORDS IN SAID OFFICE; THENCE ALONG SAID SOUTHWESTERLY PROLONGATION SOUTH 390 WEST, 35.65 FEET TO THE NORTHWESTERLY LINE OF THE LAND DESCRIBED IN DEED RECORDED IN BOOK 975; PAGE 361 OF OFFICIAL RECORDS IN SAID OFFICE; TO SAID SOUTHEASTERLY LINE; THENCE ALONG SOUTHEASTERLY LINE NORTH 39043'30" EAST, 35.65 FEET TO THE POINT OF BEGINNING. PARCEL C: PARCEL 1 OF PARCEL MAP NO. 90-173, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 256, PAGES 25 & 26 OF PARCEL MAPS, RECORD OF ORANGE COUNTY. 12-4 7 EXHIBIT "B" CONDITIONS OF APPROVAL Planning Division 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. The Project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 3. The Applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of any of the approved permits. 4. This approval 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 is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the Property is operated or maintained so as to constitute a public nuisance. 5. A copy of the Resolution, including conditions of approval Exhibit "B" shall be incorporated into the Building Division and field sets of plans prior to issuance of the building permits. 6. Prior to 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 Site Development Review Permit 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 Site Development Review and shall highlight the approved elements such that they are readily discernible from other elements of the plans. 7. Prior to 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. 8. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All 12-48 irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 9. The site shall not be excessively illuminated based on the luminance recommendations of the Illuminating Engineering Society of North America, or, if 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. 10. Prior to the issuance of a building permit, the applicant shall prepare 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. 11. Prior to 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. 12. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 (Community Noise Control) and other applicable noise control requirements of the Newport Beach Municipal Code. The maximum noise shall be limited to no more than depicted below for the specified time periods unless the ambient noise level is higher: Between the hours of TOOAM and 10:OOPM Between the hours of 10:OOPM and TOOAM Location Interior Exterior Interior Exterior Residential Property 45dBA 55dBA 40dBA 50dBA Residential Property located within 100 feet of a commercial propert 45dBA 60dBA 45dBA 50dBA Mixed Use Property 45dBA 60dBA 45dBA 50dBA Commercial Property N/A 65dBA N/A 60dBA 13. 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 the leasing agent. 14. Construction activities shall comply with Section 10.28.040 (Loud and Unreasonable Noise, Construction Activity -Noise Regulations) 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. 15. No outside paging system shall be utilized in conjunction with this establishment. 12-49 16. 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. 17. Twenty (21) parking spaces shall be signed and reserved for the office use during business hours. 18. The exterior of the business shall be maintained free of litter and graffiti at all times. The owner or operator shall provide for daily removal of trash, litter debris and graffiti from the premises and on all abutting sidewalks within twenty (20) feet of the premises. 19. 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). 20. 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. 21. Storage outside of the building in the front or at the rear of the Property shall be prohibited, with the exception of the required trash container enclosure 22. A designated onsite pet relief area, subject to the review and approval of the Director of Community Development, shall be provided onsite or dogs shall otherwise be prohibited to reside onsite through a provision of each tenant's lease agreement. 23. A Special Events Permit is required for any event or promotional activity outside the normal operational characteristics of the approved use, as conditioned, or that would attract large crowds, involve the sale of alcoholic beverages, include any form of on -site media broadcast, or any other activities as specified in the Newport Beach Municipal Code to require such permits. 24. This approval shall expire and become void unless exercised within twenty-four (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. 12-50 25. A minimum of three (3) apartments units shall be made affordable to very low-income households consistent with the Affordable Housing Implementation Plan dated July 14, 2020. 26. Prior to the issuance of a building permit an affordable housing agreement shall be executed in a recordable form as required by the City Attorney's Office. 27. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and 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 2510 West Coast Highway Mixed -Use Project including, but not limited to, Coastal Development Permit No. CD2019-062, Site Development Review No. SD2019-003, and Tentative Parcel Map No. NP2020-013 (PA2019-249). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Fire Department 28. Fire access shall have an unobstructed vertical clearance of not less than 13 feet 6 inches. California Fire Code Section 503.2.1 Off Street Fire Access shall be provided on West Coast Highway - a designated safe place for fire department to stage off the street for medical aids. 29. Group R occupancies shall be equipped throughout with an automatic sprinkler system in accordance with CFC Section 903.2.8. California Building Code (CBC) Section 420.5, Newport Beach Fire Department (NBFD) Guideline F.05 and NBFD Guideline F.03. The fire sprinkler system shall be designed to an Ordinary Hazard Group II throughout. 30. Fire Alarm Systems and Smoke Alarms shall be installed in Group R-1 occupancies as required in Sections 907.2.8.1 through 907.2.8.3 CFC Section 907.2.8. The increased distance for fire department access shall require an automatic fire alarm system designed to the NFPA 72 standard. 12-51 31. All buildings and structures with one or more passenger service elevators shall be provided with not less than one medical emergency service elevator to all landings meeting the provisions of Section 3002.4a. California Building Code (CBC) Section 3002.4a. 32. Fire Hydrants are required and shall be provided within 400 feet of all portions of a building. An approved route around the exterior of the facility or building shall measure the distances. CFC Section 507.5.1. 33. All new buildings shall have approved radio coverage for emergency responders within the building based upon the existing coverage levels of the public safety communication systems of the jurisdiction at the exterior of the building. CFC Section 510.1. An Emergency Responder Radio Coverage system for a duration of not less than 24 hours. CFC Section 510.4.2.3. 34. Class I standpipes shall be installed and located as required per Newport Beach Fire. Department. Standpipes are necessary due to lack of access around the perimeter of the structure. 35. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to premises upon which facilities and buildings are hereafter constructed or moved into or within the jurisdiction. CFC Section 507.1 36. As per Amendment to CFC Section 604.8, provide and install electrical outlets connected to the emergency generator circuitry system when a generator is required by Section 604.2 of the CFC in every fire control room and in other areas as may be designated by the fire code official in the following locations: a. In the main exit corridor of each, floor adjacent to each exit enclosure. b. On every level in every stairwell. C. In each elevator lobby. d. In public assembly areas larger than 1,500 square feet. e. In every fire control room. f. In such other areas as may be designated by the fire code official. 37. Liquid or gas -fueled vehicles, boats or other motor craft shall not be located indoors except as follows: a. Batteries are disconnected. b. Fuel in fuel tanks does not exceed one -quarter tank or 5 gallons (whichever is least). C. Fuel tanks and fill openings are closed and sealed to prevent tampering d. Vehicles, boats or other motor craft equipment are not fueled or defueled within the building. 12-52 38. Fire lanes shall be identified as per NBFD Guideline C.02 and shown as indicated on the plans. 39. During construction, an approved water supply for fire protection, either temporary or permanent, shall be made available as soon as combustible material arrives on the site. CFC Section 3312.1 40. Construction Access. Either temporary or permanent roads, capable of supporting vehicle loading under all weather conditions, shall provide vehicle access. Vehicle access shall be maintained until permanent fire apparatus access roads are available. NBFD Guideline C.01. 41. The elevator designated the medical emergency elevator shall be equipped with a key switch to recall the elevator nonstop to the main floor. CBC Section 3002.4.4a 42. Fire Flow needs to be determined as per NBFD Guideline B.01. 43. The Fire Department Connection (FDC) shall be on the address side of the building and located a minimum of 30 feet from beginning of the radius for the driveway approach; arranged so they are located immediately adjacent to the approved fire department access road so that hose lines can be readily and conveniently attached to the inlets without interference from nearby objects including building, fence, posts, or other fire department connections. NBFD Guideline F.04. 44. The FDC shall be located no more than 100 feet from a public hydrant. NBFD Guideline F.04. 45. Fire Pits must be installed as per California Mechanical Code 932.0 and the manufacturer's specifications. 46. Gates across the fire access or gates blocking pedestrian access must be equipped with a means for emergency personnel to enter the property via the road. Newport Beach Fire Department Guideline C.01. 47. Walls separating dwelling units in the same building, walls separating sleeping units in the same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall, be constructed as fire partitions in accordance with Section 708. CBC Section 420.2 48. Floor assemblies separating dwelling units in the same building, floor assemblies separating sleeping units in the same building and floor assemblies separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in accordance with Section 711. CBC Section 420.3. 12-53 49. The elevator car shall be of such a size and arrangement to accommodate a 24- inch by 84-inch ambulance gurney or stretcher with not less than 5-inchy radius corners, in the horizontal, open position, shall be provided with a minimum clear distance between walls or between walls and door excluding return panels not less than 80 inches by 54 inches, and a minimum distance from wall to return panel not less than 51 inches with a 42-inch side slide door. CBC Section 3002.4.3a 50. Emergency responder radio coverage systems shall be provided with standby power in accordance with Section 604. The standby power supply shall be capable of operating the emergency responder radio coverage system for a duration of not less than 24 hours. CFC Section 510.4.2.3. 51. Dumpsters and containers with an individual capacity of 1.5 cubic yards or more shall not be stored in buildings or placed within 5 feet of combustible walls, openings or combustible to roof eave lines. CFC Section 304.3.3. 52. A two-way communication system complying with Sections 12009.8.1 and 1009.8.2 shall be provided at the landing serving each elevator or bank of elevators on each accessible floor that is one or more stories above or below the level of exit discharge. CFC Section 1009.8. 53. Standpipes shall be provided in the parking structure due to the increased distance of fire department access. Building Division 54. 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. Approval from the Orange County Health Department is required prior to the issuance of a building permit. 55. The applicant shall employ the following best available control measures ("BACMs") to reduce construction -related air quality impacts: Dust Control Water all active construction areas at least twice daily. Cover all haul trucks or maintain at least two feet of freeboard. Pave or apply water four times daily to all unpaved parking or staging areas. 12-54 • Sweep or wash any site access points within two hours of any visible dirt deposits on any public roadway. • Cover or water twice daily any on -site stockpiles of debris, dirt or other dusty material. • Suspend all operations on any unpaved surface if winds exceed 25 mph. Emissions • Require 90-day low-NOx tune-ups for off road equipment. • Limit allowable idling to 30 minutes for trucks and heavy equipment Off -Site Impacts • Encourage car pooling for construction workers. • Limit lane closures to off-peak travel periods. • Park construction vehicles off traveled roadways. • Wet down or cover dirt hauled off -site. • Sweep access points daily. • Encourage receipt of materials during non -peak traffic hours. • Sandbag construction sites for erosion control. Fill Placement • The number and type of equipment for dirt pushing will be limited on any day to ensure that SCAQMD significance thresholds are not exceeded. • Maintain and utilize a continuous water application system during earth placement and compaction to achieve a 10 percent soil moisture content in the top six-inch surface layer, subject to review/discretion of the geotechnical engineer. 56. Prior to the issuance of a grading permit, a Storm Water Pollution Prevention Plan (SWPPP) and Notice of Intent (NOI) to comply with the General Permit for Construction Activities shall be prepared, submitted to the State Water Quality Control Board for approval and made part of the construction program. The Project applicant will provide the City with a copy of the NOI and their application check as proof of filing with the State Water Quality Control Board. This plan will detail 12-55 measures and practices that will be in effect during construction to minimize the Project's impact on water quality. 57. Prior to the issuance of a grading permit, the applicant shall prepare and submit a Water Quality Management Plan (WQMP) for the 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. 58. 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 storm water away from potential sources of pollution (e.g., trash receptacles and parking structures). The Stage 2 WQMP shall list and describe all structural and non- structural BMPs. In addition, the WQMP must also identify the entity responsible for the long-term inspection, maintenance, and funding for all structural (and if applicable Treatment Control) BMPs. 59. Building with mixed types of construction shall comply with Section 510 of the California Building Code. 60. Elevators shall not be permitted to open directly into exit enclosures. 61. Building exiting shall comply with California Building Code. Public Works Department 62. A Parcel Map shall be recorded. The Map shall be prepared on the California coordinate system (NAD83). Prior to recordation of the Map, the surveyor/engineer preparing the Map shall submit to the County Surveyor and the City of Newport Beach a digital -graphic file of said map in a manner described in Section 7-9-330 and 7-9-337 of the Orange County Subdivision Code and Orange County Subdivision Manual, Subarticle 18. The Map to be submitted to the City of Newport Beach shall comply with the City's CADD Standards. Scanned images will not be accepted. 63. Prior to recordation of the parcel map, the surveyor/engineer preparing the map shall tie the boundary of the map into the Horizontal Control System established by the County Surveyor in a manner described in Sections 7-9-330 and 7-9-337 of the Orange County Subdivision Code and Orange County Subdivision Manual, Subarticle 18. Monuments (one -inch iron pipe with tag) shall be set On Each Lot 12-56 Corner unless otherwise approved by the Subdivision Engineer. Monuments shall be protected in place if installed prior to completion of construction project. 64. The conflicting easement (i.e. private sewer, water, storm drain, ingress, and egress easements) within the project shall be vacated prior to the final parcel map processing or shall be vacated as part of the proposed parcel map. 65. The project shall provide a 12-foot wide dedication for street -purposes along the West Coast Highway frontage. 66. The project shall provide a minimum 20-foot dedication for street purposes to the Avon Street extension frontage. 67. Applicant to design and construct the ultimate Avon Street widening per Public Works Department requirements and approval. Non-standard improvements are prohibited within the limits of the new 20-foot wide street dedication area along Avon Street 68. No structural improvements shall be permitted within the limits of the new 12-foot wide street dedication along the West Coast Highway frontage and new 20-foot wide street dedication along the Avon Street extension frontage. 69. Each unit shall be served by separate sewer and water services unless otherwise waived by the Utilities Director. If waived by the Utilities Director, at a minimum the residential and commercial uses shall have separate sewer and water services. Each sewer and water service shall be installed per applicable City Standards. 70. The driveways shall be constructed and installed per City Standard STD-160. A minimum 4-foot wide accessible walkway shall be provided at the top of the driveway approach. 71. Reconstruct curb, gutter and sidewalks along the West Coast Highway and Avon Street extension project frontages per the applicable City Standards. 72. Parking layout shall comply with City Standard STD-805. All drive aisles shall be a minimum of 26-feet wide. No obstruction shall be permitted to project into the required width of the drive aisle. 73. All improvements shall be constructed as required by Ordinance and the Public Works Department. 74. All existing overhead utilities shall be undergrounded. 75. An encroachment permit is required for all work activities within the public right-of- way. 12-57 76. All on -site drainage shall comply with the latest City Water Quality requirements. 77. All unused water services to be abandoned shall be capped at the main (corporation stop) and all unused sewer laterals to be abandoned shall be capped at property line. If the sewer lateral to be abandoned has an existing cleanout, abandonment shall include removal of the cleanout riser, the 4TT box and the wye. Sewer lateral shall then be capped where the wye used to be. 78. Sewer and water demand study shall be reviewed and approved by the Public Works and Utilities Departments. Any City required improvements to accommodate the proposed project shall be designed and constructed at the owner's expense. 79. Fire Flow analysis shall be reviewed and approved by the Public Works Department, Utilities Department and Fire Marshall. Any City required improvements to accommodate the proposed project shall be designed and constructed at the owner's expense. 80. A construction management plan (CMP) shall be reviewed and approved by the City Traffic Engineer and the Community Development Director prior to the issuance of a building permit. 81. Project driveways and internal circulation areas shall be designed to accommodate adequate sight distance. The final design shall be subject to further review and approval by the City Traffic Engineer. 82. Driveway slopes shall comply with City Standard STD-167-B. 83. The proposed street tree removals and installation of new street trees shall be subject to further review and approval by the Public Works Department Municipal Operations Division. 12-58 EXHIBIT "C" Affordable Housing Implementation Plan 12-59 EXHIBIT "C" 2510 W. COAST HIGHWAY12530 W. COAST HIGHWAY AFFORDABLE HOUSING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION RESUBMITTED JULY 14, 2021 Prepared by Springbrook,:, ff[ Realty Advisors, Inc. 12-60 2510 W. COAST HIGHWAY12530 W. COAST HIGHWAY AFFORDABLE HO USING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION RESUBMITTED JULY 14, 2021 Project Description & Affordability Level The developer, 2510 W. Coast Hwy LLC and 2510 W. Coast Hwy Eat LLC (collectively "Developer") is proposing the 2510 W. Coast Highway/2530 W. Coast Highway mixed -use development (described herein as "2510 W. Coast Highway" or "project") on a .98 net acre site located in the Mariner's Mile area. The site is located South of the intersection of Tustin Avenue and West Coast Highway. The Newport Beach General Plan designates the project site as Mixed - Use Horizontal and the zoning is Mixed -Use H1-MM. The project site was recently used as a boat sales facility and today is used as an office for an automobile auction company. The proposed project will consist of 36 residential units and approximately 5,096 square feet of commercial space to be used as an office. No office tenant has been identified yet. The Mixed -Use H1-MM Zoning requires a minimum lot area of 1,631 square feet per residential unit. This results in a maximum of 26 residential units (before applying density bonus) Eligibility for Density Bonus The 2510 W. Coast Highway development will provide 3 units affordable to Very Low Income households, 11 % of the Base Units as described in Table 1 on the next page. This will comply with the provisions of Government Code Section 65915 applicable to a 35% density bonus. Rents for the Very Low Income units will be computed in accordance with Health and Safety Code Sec. 50053, as required by Government Code Section 65915(c)(1). Density Bonus Computation and Term of Affordability The density bonus computation for the project per Government Code Section 65915 is shown in Table 1 on the next page: 12-61 Table 1 Density Bonus Computation Project Area _ 42,821 s.f. Minimum Lot Area Per Unit 1,631 s.f. Allowable Residential Units Before Density Bonus (Base Units) 26 Eligible Density Bonus 35% 10 Density Bonus Utilized 10 Total Units 36 The Developer intends to operate the apartment project as a rental community. The 3 Very Low Income units will remain rent restricted for a minimum of 55 years, per Government Code Section 65915(c)(1). Reduction in Parking The 2510 W. Coast Highway development meets the criteria of subdivision (b) of Government Code Sec. 65915 and Section 20.32.030 of the City's Zoning Code by providing more than five percent (5%) of the total units of a housing development (excluding any units permitted by the density bonus awarded pursuant to that section) for Very Low Income households. Government Code Section 65915(p) and Section 20.32.040 of the City's Zoning Code provides the following: (1) Upon the request of the developer, no city, county, or city and county shall require a vehicular parking ratio, inclusive of handicapped and guest parking, of a development meeting the criteria of subdivision (b), that exceeds the following ratios: a. Zero to one bedrooms: one onsite parking space. b. Two to three bedrooms: 1.5 onsite parking spaces. (2) If the total number of parking spaces required for a development is other than a whole number, the number shall be rounded up to the next whole number. For purposes of this subdivision, a development may provide "onsite parking" through tandem parking or uncovered parking, but not through street parking. Table 2 on the next page is a summary of Government Code Sec. 65915 parking requirements vs. spaces to be provided. The Developer requests that parking requirements for the residential units be calculated in accordance with Government Code Sec. 65915(p). As shown in Table 2, the project proposes five surplus parking spaces. 12-62 Table 2 Parking Requirements Stalls/Unit Total Stalls Number Per Gov. Per Gov. Unit Type of Units Code Code Studio 8 1.0 8 1 BR 22 1.0 22 2 BR 6 1.5 9 Total Parking Stalls Required - Residential Units 36 1.1 39 Parking Provided for Office 21 Total Parking Stalls Required 60 Total Parking Stalls Provided 65 Af 6rdable Unit Mix The mix of the three affordable units to be provided will be in proportion to the overall unit mix as follows in Table 3: Table 3 Affordable Unit Mix Total Affordable Unit Type Total Units Units Studio 8 1 1 Bedroom 22 2 2 Bedroom 6 0 Total 36 3 Development Incentive Requests Pursuant to Government Code Section 65915(d)(1) and Section 20.32 of the City's Zoning Code, the Developer is entitled to two concessions or incentives as a result of providing at least eleven percent (11%) of the units as affordable for Very Low Income households. The Developer requests the following development incentives: 1. The Developer requests a waiver of the MU-MM zone's minimum 0.25 floor area ratio (FAR) for nonresidential development. The approximately 5,096 s.f. of commercial (office) space will result in a FAR of approximately 0.12. The proposed FAR waiver will reduce the cost of the nonresidential development, thus improving the economic viability of the overall project and helping to fund the cost of providing the affordable housing. It 12-63 will also allow for the addition of various residential amenities (e.g., fitness rooms, outdoor open space areas, surplus parking spaces) which enhance the ability of the project's market rate residential units to support the affordable units. 2. The Developer requests a waiver of the 100 foot setback for residential units from Pacific Coast Highway. This waiver will permit additional parking to be provided on the site as well as result in articulation in the building mass, including setbacks on the East and West sides of the building, substantially improving the overall appearance of the development. This waiver will also enable the building to include windows on all sides of the project and will result in a more pleasing building mass. Finally, this waiver will provide view opportunities for the residential units, enhancing their value and thus helping to fund the cost of providing the affordable housing. Approval of these incentive requests will also enable the project to meet the goal of "Five Sided Architecture" as set forth in the Mariner's Mile Strategic Vision & Design Framework. The incentive requests are consistent with the City of Newport Beach Local Coastal Program Implementation Plan which provides that density bonuses, as set forth in Government Code Sections 65915 through 65917 (which includes the sections pertaining to incentive requests), may be granted for projects that offer units affordable to lower, low, and moderate -income households. As set forth in Government Code Section 659150)(1) the granting of a concession or incentive shall not require a local coastal plan amendment, zoning change study or other discretionary approval. Development Standards Waiver Request Government Code Sec. 65915(e)(1) provides that a city or county may not apply any development standard (including height limits) that will have the effect of physically precluding the construction of a density bonus project at the density permitted under the density bonus statute. The Mixed -Use H1-MM zoning specifies a maximum height of 26 ft. from the established grade for a roof with less than a 3/12 roof pitch which may be increased to as much as 35 ft. for properties in the Shoreline Height Limitation Zone through the approval of a coastal development permit application. The maximum height for the 2510 W. Coast Highway development is 35 ft. In accordance with Government Code Sec. 65915(e)(1) and as permitted pursuant to Section 21.30.060 of the Local Coastal Program Implementation Plan, the Developer requests that a waiver be granted for the 2510 W. Coast Highway development to permit a 35 ft. maximum height. Without this waiver, the project will not be able to accommodate the additional units permitted by the Zoning Code and Government Code Sec. 65915. Income Limits and Examples of Eligible Tenants for Affordable Homes Very Low Income Households are defined as households whose gross income does not exceed 80% of area median income, adjusted for household size. Table 4 below shows the maximum income limits for 2021 (effective through Spring 2022) as determined by the U.S. Department 12-64 of Housing and Urban Development and the California Department of Housing and Community Development ("HCD") for Very Low Income households with household sizes appropriate for the 2510 W. Coast Highway development: Table 4 Maximum Income Limits Very Low Income Units Maximum Annual Household Size Income - 2021/22 1 Person $47,100 2 Person 53,800 3 Person 60,550 Higher income limits apply to larger families; those families however are not considered to be a target market for 2510 W. Coast Highway, where the unit mix for the affordable homes is anticipated to consist of studios and one -bedroom apartment homes. The 3 affordable homes that Developer will provide will be rented to eligible Very Low Income Households. As shown in Table 4, Very Low Income Households includes incomes ranging from $47,100 per year for a one -person household to $60,550 per year for a three -person household. As such this could include retail and food service industry employees, certain City employees, school district employees, health care professionals, and other occupations which provide needed services to our community. In order to provide opportunities to workers to live in one of the affordable homes, the City could provide guidelines providing for acceptance of applications on a priority basis from classes of individuals who qualify under the income limits in effect. The guidelines could provide for priority treatment for local residents, City employees, employees of the local school district, and other categories identified by the City for priority treatment. Rental Rate Limits for Affordable Homes The 3 Very Low Income units shall be rented at an affordable rent calculated in accordance with the provisions of Section 50053 of the Health and Safety Code. Section 50053 of the Health and Safety Code limits affordable rent to 30% of total income for a Very Low Income household, as calculated in Table 5 below. That section also requires that the rent for a studio unit assumes a one -person household for rent calculation purposes and a one -bedroom unit assumes a two -person household. The rents calculated are then adjusted by a utility allowance as determined annually by the County of Orange Housing & Community Services Department. As of October 1, 2020, the reduction for the utility allowance is $141.00 per month for a studio unit and $155.00 per month for a one -bedroom unit. The utility allowance utilized assumes gas cooking, space heating, 12-65 and water heating, as well as electricity, water, and sewer, and trash fees which will be paid by the tenant. The maximum rent levels for 2021 are shown in Table 5 below: Table 5 Maximum Rents by Bedroom Count Maximum Maximum Utility Affordable Bedrooms Annual Rent Monthly Rent Allowance Rent Studio $11,205 $934 $141 $793 1 Bedroom 12,803 1,067 155 912 The Developer will enter into an affordable housing agreement, in recordable form, with the City prior to obtaining the first building permit for any residential unit. That agreement will ensure that the maximum rents for the affordable apartment homes will be calculated using the methodologies as utilized in Table 5. The rental rates shown will be updated prior to the commencement of rental activities and on an ongoing basis to reflect then current income limits, utility allowances, and any changes in applicable regulations and statutes. Unit Mix, Design, and Location of Affordable Homes While the exact location of each of the affordable homes within the 2510 W. Coast Highway development has not yet been determined, the affordable homes will be spread throughout the development to avoid concentration of affordable homes in any area. As required by Section 20.32.070 of the City's Zoning Code, the affordable homes shall be comparable in the facilities provided and in the quality of construction and exterior design to the market rate homes. Requested City of Newport Beach Assistance Financial Assistance The Developer is not requesting any direct financial assistance from the City of Newport Beach for this project. 12-66 EXHIBIT "D" Noise Impact Analysis 12-67 EXHIBIT "D" 2510 West Coast Highway Mixed -Use Development NOISE IMPACT ANALYSIS CITY OF NEWPORT BEACH PREPARED BY: Bill Lawson, PE, INCE blawson@urbanxroads.com (949) 336-5979 JULY 28, 2020 12954-09 Noise Study 12-68 12-69 TABLE OF CONTENTS TABLEOF CONTENTS.........................................................................................................................III APPENDICES.................................................................................................................................... IV LISTOF EXHIBITS............................................................................................................................... V LISTOF TABLES................................................................................................................................. V LIST OF ABBREVIATED TERMS........................................................................................................... VI EXECUTIVESUMMARY.......................................................................................................................1 On -Site Traffic Noise Analysis.................................................................................................................. 1 OperationalNoise Analysis...................................................................................................................... 1 Construction Noise Analysis.................................................................................................................... 2 Construction Vibration Analysis............................................................................................................... 2 Summary of CEQA Significance Findings................................................................................................. 2 1 INTRODUCTION.........................................................................................................................5 1.1 Site Location.................................................................................................................................. 5 1.2 Project Description........................................................................................................................ 5 2 FUNDAMENTALS.......................................................................................................................9 2.1 Range of Noise.............................................................................................................................. 9 2.2 Noise Descriptors........................................................................................................................ 10 2.3 Sound Propagation......................................................................................................................10 2.4 Noise Control..............................................................................................................................11 2.5 Noise Barrier Attenuation...........................................................................................................11 2.6 Land Use Compatibility With Noise............................................................................................11 2.7 Community Response to Noise................................................................................................... 12 2.8 Vibration..................................................................................................................................... 13 3 REGULATORY SETTING.............................................................................................................15 3.1 State of California Noise Requirements......................................................................................15 3.2 State of California Building Code................................................................................................15 3.3 City of Newport Beach General Plan Noise Element..................................................................15 3.4 City of Newport Beach Stationary (Non -Transportation) Noise Standards................................18 3.5 Construction Vibration Standards............................................................................................... 20 4 SIGNIFICANCE CRITERIA...........................................................................................................21 4.1 Airport Noise............................................................................................................................... 21 4.2 Significance Criteria for Construction Noise and Vibration........................................................ 21 4.3 Significance Criteria for Operation.............................................................................................. 21 4.4 Significance Criteria Summary....................................................................................................22 5 EXISTING NOISE LEVEL MEASUREMENTS..................................................................................23 5.1 Measurement Procedure and Criteria........................................................................................23 5.2 Noise Measurement Locations................................................................................................... 23 5.3 Noise Measurement Results.......................................................................................................24 6 METHODS AND PROCEDURES..................................................................................................27 6.1 FHWA Traffic Noise Prediction Model........................................................................................ 27 6.2 On -Site Traffic Noise Prediction Model Inputs........................................................................... 27 7 ON -SITE NOISE IMPACTS FROM TRAFFIC..................................................................................29 12-70 7.1 Exterior Noise Analysis................................................................................................................ 29 7.2 Interior Noise Analysis................................................................................................................ 30 8 SENSITIVE RECEIVER LOCATIONS..............................................................................................31 9 OPERATIONAL NOISE IMPACTS TO NEARBY SENSITIVE RECEIVERS............................................33 9.1 Operational Noise Sources.......................................................................................................... 33 9.2 Reference Operational Noise Levels........................................................................................... 33 9.3 CadnaA Noise Prediction Model................................................................................................. 36 9.4 Project Operational Noise Levels................................................................................................ 37 9.5 Project Operational Noise Level Compliance.............................................................................. 38 9.6 Project Operational Noise Level Increase................................................................................... 39 10 CONSTRUCTION NOISE IMPACTS.............................................................................................41 10.1 Construction Noise Sources........................................................................................................ 41 10.2 Construction Reference Noise Levels......................................................................................... 42 10.3 Construction Noise Analysis........................................................................................................ 44 10.4 Construction Noise Level Compliance........................................................................................45 10.5 Construction Noise Abatement Measures.................................................................................. 46 10.6 Construction Vibration Impacts..................................................................................................47 11 REFERENCES ............................................................................................................................51 12 CERTIFICATION ........................................................................................................................53 APPENDICES APPENDIX 3.1: CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.26 APPENDIX 3.2: CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.28 APPENDIX 5.1: STUDY AREA PHOTOS APPENDIX 5.2: NOISE LEVEL MEASUREMENT WORKSHEETS APPENDIX 7.1: ON -SITE TRAFFIC NOISE LEVEL CALCULATIONS APPENDIX 9.1: OPERATIONAL NOISE LEVEL CALCULATIONS APPENDIX 10.1: CONSTRUCTION NOISE LEVEL CALCULATIONS 12-71 LIST OF EXHIBITS EXHIBIT 1-A: LOCATION MAP.............................................................................................................6 EXHIBIT 1-B: SITE PLAN......................................................................................................................7 EXHIBIT 2-A: TYPICAL NOISE LEVELS...................................................................................................9 EXHIBIT 2-B: NOISE LEVEL INCREASE PERCEPTION............................................................................13 EXHIBIT 2-C: TYPICAL LEVELS OF GROUND -BORNE VIBRATION..........................................................14 EXHIBIT 3-A: LAND USE NOISE COMPATIBILITY MATRIX....................................................................17 EXHIBIT 5-A: NOISE MEASUREMENT LOCATIONS..............................................................................26 EXHIBIT 8-A: RECEIVER LOCATIONS..................................................................................................32 EXHIBIT 9-A: OPERATIONAL NOISE SOURCE AND RECEIVER LOCATIONS............................................34 EXHIBIT 10-A: CONSTRUCTION ACTIVITY AND RECEIVER LOCATIONS................................................43 LIST OF TABLES TABLE ES-1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS.................................................................3 TABLE 3-1: OPERATIONAL NOISE STANDARDS..................................................................................19 TABLE 3-2: CONSTRUCTION NOISE STANDARDS...............................................................................19 TABLE 3-3 CONSTRUCTION VIBRATION STANDARDS.........................................................................20 TABLE 4-2: SIGNIFICANCE CRITERIA SUMMARY MATRIX....................................................................22 TABLE 5-1: 24-HOUR AMBIENT NOISE LEVEL MEASUREMENTS.........................................................25 TABLE 6-1: ON -SITE ROADWAY PARAMETERS..................................................................................28 TABLE 6-2: TIME OF DAY VEHICLE SPLITS..........................................................................................28 TABLE 6-3: DISTRIBUTION OF TRAFFIC FLOW BY VEHICLE TYPE (VEHICLE MIX)...................................28 TABLE 7-1: EXTERIOR TRAFFIC NOISE LEVELS....................................................................................29 TABLE 7-2: INTERIOR NOISE LEVELS(CNEL)........................................................................................30 TABLE 9-1: REFERENCE NOISE LEVEL MEASUREMENTS......................................................................35 TABLE 9-2: VEHICLE MOVEMENTS BY TIME OF DAY...........................................................................36 TABLE 9-3: DAYTIME PROJECT OPERATIONAL NOISE LEVELS..............................................................37 TABLE 9-4: NIGHTTIME PROJECT OPERATIONAL NOISE LEVELS..........................................................38 TABLE 9-5: OPERATIONAL NOISE LEVEL COMPLIANCE.......................................................................38 TABLE 9-6: PROJECT DAYTIME NOISE LEVEL INCREASES....................................................................39 TABLE 9-7: PROJECT NIGHTTIME NOISE LEVEL INCREASES.................................................................40 TABLE 10-1: CONSTRUCTION REFERENCE NOISE LEVELS....................................................................42 TABLE 10-2: CONSTRUCTION ACTIVITY NOISE LEVEL SUMMARY.......................................................45 TABLE 10-3: CONSTRUCTION EQUIPMENT NOISE LEVEL COMPLIANCE...............................................45 TABLE 10-4: VIBRATION SOURCE LEVELS FOR CONSTRUCTION EQUIPMENT......................................47 TABLE 10-5: CONSTRUCTION EQUIPMENT VIBRATION LEVELS..........................................................49 12- 72 LIST OF ABBREVIATED TERMS (1) Reference ADT Average Daily Traffic ANSI American National Standards Institute Calveno California Vehicle Noise CEQA California Environmental Quality Act CNEL Community Noise Equivalent Level dBA A -weighted decibels FHWA Federal Highway Administration FTA Federal Transit Administration INCE Institute of Noise Control Engineering Leq Equivalent continuous (average) sound level Lmax Maximum level measured over the time interval Lmin Minimum level measured over the time interval mph Miles per hour PPV Peak Particle Velocity Project 2510 PCH Mixed -Use Development REMEL Reference Energy Mean Emission Level RMS Root -mean -square VdB Vibration Decibels 12- 73 EXECUTIVE SUMMARY Urban Crossroads, Inc. has prepared this noise study to determine the noise exposure and the necessary noise mitigation measures for the proposed 2510 PCH Mixed -Use Development ("Project"). The Project site is in the mariner's mile near the intersection of West Coast Highway and Tustin Avenue in the City of Newport Beach. The Project is proposed to consist of a mix of residential, boutique auto showroom, and office use. This study has been prepared consistent with applicable City of Newport Beach noise standards, and significance criteria based on guidance provided by Appendix G of the California Environmental Quality Act (CEQA) Guidelines. (1) ON -SITE TRAFFIC NOISE ANALYSIS The primary source of traffic noise affecting the Project site is anticipated to be from West Coast Highway and Tustin Avenue. The Project will also experience some background traffic noise impacts from nearby drive aisles and parking lots, however, due to the low traffic volumes, distance and intervening structures these are not anticipated to make a significant contribution to the exterior noise levels at the Project site. The analysis shows that the future on -site exterior traffic noise levels are expected to approach 71.8 dBA CNEL at the first -floor auto showroom and 63.5 dBA CNEL at the rooftop deck with the planned 6-foot high glass screen wall facing West Coast Highway. A review of the Project elevations show that the second residential dwelling units are largely blocked from West Coast Highway by the boutique auto showroom. However, the third -floor residential dwelling units will be exposed to the traffic noise from West Coast Highway. The analysis shows that the future on -site exterior traffic noise levels for the noise sensitive residential dwelling units are expected to approach 64.0 dBA CNEL at third floor building facade, which satisfies the 65 dBA CNEL exterior noise compatibility criteria of the City of Newport Beach General Plan Noise Element for residential mixed use. Therefore, future exterior traffic noise impacts will be less than significant. OPERATIONAL NOISE ANALYSIS Using reference noise levels to represent the expected noise sources from the 2510 PCH Mixed - Use Development site, this analysis estimates the Project -related stationary -source noise levels at nearby sensitive receiver locations. The normal activities associated with the proposed 2510 PCH Mixed -Use Development are anticipated to include air conditioning units, trash enclosure, roof deck activities and vehicle movements. The closest sensitive receptor to the project site is an existing outdoor play area for the nearby Bright Horizons daycare facility located approximately 23 feet east of the site. The operational noise analysis shows that the Project - related stationary -source noise levels will not exceed the City's exterior noise level standards of 55 dBA Leq during the daytime hours and 50 dBA Leq during the nighttime hours at any nearby receiver locations, including the outdoor play area located 23 feet from the site. Further, this analysis demonstrates that the Project will contribute a less than significant long- term unmitigated operational noise level impact to the existing ambient noise environment at 12-74 the noise -sensitive receiver locations. Therefore, the operational noise level impacts associated with the proposed Project activities, such as the air conditioning units, trash enclosure, roof deck activities and vehicle movements, are considered less than significant. CONSTRUCTION NOISE ANALYSIS According to the City of Newport Beach Municipal Code Section 10.28.040, construction activities are considered exempt from the noise standards of the noise ordinance if limited to the hours of 7:00 a.m. to 6:30 p.m. on Mondays to Fridays, and 8:00 a.m. to 6:00 p.m. on Saturdays, with no activity allowed on Sundays or national holidays. (2) Since the City of Newport Beach General Plan and Municipal Code do not identify a specific construction noise level threshold, a threshold of 85 dBA Leq based on the National Institute for Occupational Safety and Health (NIOSH) is used to analyze construction noise impacts. With the planned 8 to 16-foot high temporary noise barrier during the demolition, site preparation, and grading stage of construction, the Project - related construction noise levels at nearby receiver locations, would range from 52.0 to 73.7 dBA Leq. Therefore, sensitive receptors will not be exposed to construction noise levels exceeding 85 dBA Leq. Therefore, based on the results of this analysis, all nearby sensitive receiver locations will experience less than significant impacts due to Project construction noise levels. These less than significant findings are consistent with the 2006 General Plan Environmental Impact Report (EIR) (3) CONSTRUCTION VIBRATION ANALYSIS Construction activity can result in varying degrees of ground vibration, depending on the equipment and methods used, distance to the affected structures and soil type. It is expected that ground -borne vibration from Project construction activities would cause only intermittent, localized intrusion. The City does not have an established threshold for vibration; therefore, the Federal Transit Administration's ("FTA") Residential -Daytime vibration threshold of 78 VdB is used in this report to determine whether vibration would impact nearby sensitive receptors. The highest vibration levels of 75.6 VdB at the nearest residential sensitive receptor would be less than the FTA's guideline threshold of 78 VdB and as such, would result in less than significant impacts. Further, the vibration levels at the closest sensitive receivers are unlikely to be sustained during the entire construction period but will occur rather only during the times that heavy construction equipment is operating adjacent to the Project site perimeter. SUMMARY OF CEQA SIGNIFICANCE FINDINGS The results of this 2510 PCH Mixed -Use Development Noise Impact Analysis are summarized below based on the significance criteria in Section 4 of this report and consistent with Appendix G of the California Environmental Quality Act (CEQA) Guidelines. (1). Table ES-1 shows the findings of significance for each potential noise and/or vibration impact under CEQA. 12-75 TABLE ES-1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS Analysis ReportSection Significance Findings On -Site Traffic Less Than Significant Noise Levels Operational Noise Levels 9 Less Than Significant Construction Less Than Significant Noise Levels 10 Construction Less Than Significant Vibration Levels 12-76 This page intentionally left blank 12-77 1 INTRODUCTION This noise analysis has been completed to determine the noise impacts associated with the development of the proposed 2510 PCH Mixed -Use Development ("Project"). This noise study briefly describes the proposed Project, provides information regarding noise fundamentals, describes the local regulatory setting, provides the study methods and procedures for an analysis of the potential Project -related long-term operational noise and short-term construction noise and vibration impacts. 1.1 SITE LOCATION The Project site is in the mariner's mile near the intersection of West Coast Highway and Tustin Avenue in the City of Newport Beach, as shown on Exhibit 1-A. 1.2 PROJECT DESCRIPTION The Project is proposed to consist of a mix of residential, boutique auto showroom, and office use as shown on Exhibit 1-B. The Project will be developed on three levels as described below: Level 1: Boutique auto showroom with 8,741 square feet of use with 750 square feet of office use, 291 square feet of stair egress and an additional 1,484 square feet of mezzanine office use. Level 2: Multi -family residential with 18 dwelling units. Level 3: Multi -family residential with 17 dwellings units. The combined mixed -use project will provide a total of 35 multi -family residential dwelling units with 11,266 gross square feet of non-residential uses (boutique auto showroom, and office use). 12-78 EXHIBIT 1-A: LOCATION MAP r CLIf r i)T� Alo WAI C 4_1 4 _ �'� W - 5f AS I TE, Twwig Basin Sources: Esrl, HERE, Gormin, Intermap, increment P Corp, GESCO, USGS, FAO, PIPS, NRC4N, GeoBase, IGN, Koduster NL, Ordnance Survey, EsriJ(rpon, METI, Esri China (Hong Kong), (c) OpenkreefMap contributors, and the GIS LEGEND: (] Site Boundary 12-79 EXHIBIT 1-B: SITE PLAN \4i OK WEST COAST H7G1jWAk ,w ti 3a �Y O 12-80 This page intentionally left blank 12-81 2 FUNDAMENTALS Noise is simply defined as "unwanted sound." Sound becomes unwanted when it interferes with normal activities, when it causes actual physical harm or when it has adverse effects on health. Noise is measured on a logarithmic scale of sound pressure level known as a decibel (dB). A - weighted decibels (dBA) approximate the subjective response of the human ear to broad frequency noise source by discriminating against very low and very high frequencies of the audible spectrum. They are adjusted to reflect only those frequencies which are audible to the human ear. Exhibit 2-A presents a summary of the typical noise levels and their subjective loudness and effects that are described in more detail below. EXHIBIT 2-A: TYPICAL NOISE LEVELS COMMON OUTDOOR COMMON INDOOR A - WEIGHTED SUBJECTIVE EFFECTS OF ACTIVITIES ACTIVITIES SOUND LEVEL d8A LOUDNESS NOISE THRESHOLD OF PAIN 140 INTOLSKABLE OR DEAFENING; HEIIRIHG LOSS NEAR JET ENGINE 130 120 JET FLY -OVER AT 300m (1000 Pt) ROCK BAND 110 LOUD AUTO HORN 100 VERY N1315Y GAS LAWN MOWER AT I (3 ft) 90 DIESEL TRUCK AT 15m (50 ft), FOOD BLENDER AT 1m (3 ft) 80 at 80 km/hr (50 mph) NOISY URBAN AREA, DAYTIME VACUUM CLEANER AT 3m (10 ft) 70 SPEECH LOUD INTERFERENCE HEAVY TRAFFIC AT 90m (300 ft) NORMAL SPEECH AT I (3 ft) 60 QUIET URBAN DAYTIME LARGE BUSINESS OFFICE 50 MODERATE SLEEP DISTURBANCE QUIET URBAN NIGHTTIME THEATER, LARGE CONFERENCE 40 ROOM (BACKGROUND) QUIET SUBURBAN NIGHTTIME LIBRARY 30 FAINT BEDROOM AT NIGHT, CONCERT QUIET RURAL NIGHTTIME HALL (BACKGROUND) 20 BROADCASTIRECORDING 10 NO EFFECT STUDIO VERY FAINT LOWEST THRESHOLD OF HUMAN LOWEST THRESHOLD OF HUMAN 0 HEARING HEARING 2.1 RANGE OF NOISE Since the range of intensities that the human ear can detect is so large, the scale frequently used to measure intensity is a scale based on multiples of 10, the logarithmic scale. The scale for measuring intensity is the decibel scale. Each interval of 10 decibels indicates a sound energy ten times greater than before, which is perceived by the human ear as being roughly twice as loud. (4) The most common sounds vary between 40 dBA (very quiet) to 100 dBA (very loud). Normal conversation at three feet is roughly at 60 dBA, while loud jet engine noises equate to 110 dBA at approximately 100 feet, which can cause serious discomfort. (5) Another important aspect of noise is the duration of the sound and the way it is described and distributed in time. 12-82 2.2 NOISE DESCRIPTORS Environmental noise descriptors are generally based on averages, rather than instantaneous, noise levels. The most used figure is the equivalent level (Leq). Equivalent sound levels are not measured directly but are calculated from sound pressure levels typically measured in A - weighted decibels (dBA). The equivalent sound level (Leq) represents a steady state sound level containing the same total energy as a time varying signal over a given sample period and is commonly used to describe the "average" noise levels within the environment. Peak hour or average noise levels, while useful, do not completely describe a given noise environment. Noise levels lower than peak hour may be disturbing if they occur during times when quiet is most desirable, namely evening and nighttime (sleeping) hours. To account for this, the Community Noise Equivalent Level (CNEL), representing a composite 24-hour noise level is utilized. The CNEL is the weighted average of the intensity of a sound, with corrections for time of day, and averaged over 24 hours. The time of day corrections require the addition of 5 decibels to dBA Leq sound levels in the evening from 7:00 p.m. to 10:00 p.m., and the addition of 10 decibels to dBA Leq sound levels at night between 10:00 p.m. and 7:00 a.m. These additions are made to account for the noise sensitive time periods during the evening and night hours when sound appears louder. CNEL does not represent the actual sound level heard at any time, but rather represents the total sound exposure. The City of Newport Beach relies on the 24-hour CNEL level to assess land use compatibility with transportation related noise sources. 2.3 SOUND PROPAGATION When sound propagates over a distance, it changes in level and frequency content. The way noise reduces with distance depends on the following factors. 2.3.1 GEOMETRIC SPREADING Sound from a localized source (i.e., a stationary point source) propagates uniformly outward in a spherical pattern. The sound level attenuates (or decreases) at a rate of 6 dB for each doubling of distance from a point source. Highways consist of several localized noise sources on a defined path and hence can be treated as a line source, which approximates the effect of several point sources. Noise from a line source propagates outward in a cylindrical pattern, often referred to as cylindrical spreading. Sound levels attenuate at a rate of 3 dB for each doubling of distance from a line source. (4) 2.3.2 GROUND ABSORPTION The propagation path of noise from a highway to a receiver is usually very close to the ground. Noise attenuation from ground absorption and reflective wave canceling adds to the attenuation associated with geometric spreading. Traditionally, the excess attenuation has also been expressed in terms of attenuation per doubling of distance. This approximation is usually sufficiently accurate for distances of less than 200 ft. For acoustically hard sites (i.e., sites with a reflective surface between the source and the receiver, such as a parking lot or body of water), no excess ground attenuation is assumed. For acoustically absorptive or soft sites (i.e., those 12-83 sites with an absorptive ground surface between the source and the receiver such as soft dirt, grass, or scattered bushes and trees), an excess ground attenuation value of 1.5 dB per doubling of distance is normally assumed. When added to the cylindrical spreading, the excess ground attenuation results in an overall drop-off rate of 4.5 dB per doubling of distance from a line source. (6) 2.3.3 ATMOSPHERIC EFFECTS Receivers located downwind from a source can be exposed to increased noise levels relative to calm conditions, whereas locations upwind can have lowered noise levels. Sound levels can be increased at large distances (e.g., more than 500 feet) due to atmospheric temperature inversion (i.e., increasing temperature with elevation). Other factors such as air temperature, humidity, and turbulence can also have significant effects. (4) 2.3.4 SHIELDING A large object or barrier in the path between a noise source and a receiver can substantially attenuate noise levels at the receiver. The amount of attenuation provided by shielding depends on the size of the object and the frequency content of the noise source. Shielding by trees and other such vegetation typically only has an "out of sight, out of mind" effect. That is, the perception of noise impact tends to decrease when vegetation blocks the line -of -sight to nearby residents. However, for vegetation to provide a substantial, or even noticeable, noise reduction, the vegetation area must be at least 15 feet in height, 100 feet wide and dense enough to completely obstruct the line -of sight between the source and the receiver. This size of vegetation may provide up to 5 dBA of noise reduction. The FHWA does not consider the planting of vegetation to be a noise abatement measure. (6) 2.4 NOISE CONTROL Noise control is the process of obtaining an acceptable noise environment for an observation point or receiver by controlling the noise source, transmission path, receiver, or all three. This concept is known as the source -path -receiver concept. In general, noise control measures can be applied to these three elements. 2.5 NOISE BARRIER ATTENUATION Effective noise barriers can reduce noise levels by up to 10 to 15 dBA, cutting the loudness of traffic noise in half. A noise barrier is most effective when placed close to the noise source or receiver. Noise barriers, however, do have limitations. For a noise barrier to work, it must be high enough and long enough to block the path of the noise source. (6) 2.6 LAND USE COMPATIBILITY WITH NOISE Some land uses are more tolerant of noise than others. For example, schools, hospitals, churches, and residences are more sensitive to noise intrusion than are commercial or industrial developments and related activities. As ambient noise levels affect the perceived amenity or 12-84 livability of a development, so too can the mismanagement of noise impacts impair the economic health and growth potential of a community by reducing the area's desirability as a place to live, shop and work. For this reason, land use compatibility with the noise environment is an important consideration in the planning and design process. The FHWA encourages State and Local government to regulate land development in such a way that noise -sensitive land uses are either prohibited from being located adjacent to a highway, or that the developments are planned, designed, and constructed in such a way that noise impacts to sensitive land uses are minimized. (7) 2.7 COMMUNITY RESPONSE TO NOISE Community responses to noise may range from registering a complaint by telephone or letter, to initiating court action, depending upon everyone's susceptibility to noise and personal attitudes about noise. Several factors are related to the level of community annoyance including: • Fear associated with noise producing activities; • Socio-economic status and educational level; • Perception that those affected are being unfairly treated; • Attitudes regarding the usefulness of the noise -producing activity; • Belief that the noise source can be controlled. Approximately ten percent of the population has a very low tolerance for noise and will object to any noise not of their making. Consequently, even in the quietest environment, some complaints will occur. Twenty-five percent of the population will not complain even in very severe noise environments. Thus, a variety of reactions can be expected from people exposed to any given noise environment. (8) Surveys have shown that about ten percent of the people exposed to traffic noise of 60 dBA will report being highly annoyed with the noise, and each increase of one dBA is associated with approximately two percent more people being highly annoyed. When traffic noise exceeds 60 dBA or aircraft noise exceeds 55 dBA, people may begin to complain. (8) Despite this variability in behavior on an individual level, the population can be expected to exhibit the following responses to changes in noise levels as shown on Exhibit 2-B. A change of 3 dBA are considered barely perceptible, and changes of 5 dBA are considered readily perceptible. (6) 12-85 EXHIBIT 2-B: NOISE LEVEL INCREASE PERCEPTION Twice as Loud Readily Perceptible Barely Perceptible Just Perceptible 0 1 2 3 4 5 6 7 8 9 10 Noise Level Increase (dBA) 2.8 VIBRATION Per the Federal Transit Administration (FTA) Transit Noise Impact and Vibration Assessment (9), vibration is the periodic oscillation of a medium or object. The rumbling sound caused by the vibration of room surfaces is called structure -borne noise. Sources of ground -borne vibrations include natural phenomena (e.g., earthquakes, volcanic eruptions, sea waves, landslides) or human -made causes (e.g., explosions, machinery, traffic, trains, construction equipment). Vibration sources may be continuous, such as factory machinery, or transient, such as explosions. As is the case with airborne sound, ground -borne vibrations may be described by amplitude and frequency. There are several different methods that are used to quantify vibration. The peak particle velocity (PPV) is defined as the maximum instantaneous peak of the vibration signal. The PPV is most frequently used to describe vibration impacts to buildings but is not always suitable for evaluating human response (annoyance) because it takes some time for the human body to respond to vibration signals. Instead, the human body responds to average vibration amplitude often described as the root mean square (RMS). The RMS amplitude is defined as the average of the squared amplitude of the signal and is most frequently used to describe the effect of vibration on the human body. Decibel notation (VdB) is commonly used to measure RMS. Decibel notation (VdB) serves to reduce the range of numbers used to describe human response to vibration. Typically, ground -borne vibration generated by man-made activities attenuates rapidly with distance from the source of the vibration. Sensitive receivers for vibration include structures (especially older masonry structures), people (especially residents, the elderly, and sick), and vibration -sensitive equipment and/or activities. The background vibration -velocity level in residential areas is generally 50 VdB. Ground -borne vibration is normally perceptible to humans at approximately 65 VdB. For most people, a vibration -velocity level of 75 VdB is the approximate dividing line between barely perceptible and distinctly perceptible levels. Typical outdoor sources of perceptible ground -borne vibration are construction equipment, steel -wheeled trains, and traffic on rough roads. If a roadway is smooth, the ground -borne vibration is rarely perceptible. The range of interest is from approximately 50 VdB, which is the typical background vibration -velocity level, to 100 VdB, which is the general threshold where minor damage can occur in fragile buildings. Exhibit 2-C illustrates common vibration sources and the human and structural response to ground -borne vibration. 12-86 EXHIBIT 2-C: TYPICAL LEVELS OF GROUND -BORNE VIBRATION Velocity Typical Sources Human/Structural Response Level" (50 ft from source) Threshold, minor cosmetic damage Blasting from construction projects fragile buildings Bulldozers and Other heavy tracked Difficulty with tasks such as gp construction equipment reading a VDT screen - Gomrnuter rail, upper range Residential annoyance. infrequent 80 Rapid transit, upper range events (e_g. commuter rail) Commuter rail, typical Residential annoyance, frequent Bus or truck over bump events (e.g. rapid transit) 70 Rapid transit. typical Limit for vibration sensitive equipment. Approx. threshold for Bus or truck, typical human perception of vibration 60 '4-- Typical background vibration 361 ' RMS Vibration Velocity Level in VdB relative to 10-6 incheslsecond Source: Federal Transit Administration (FTA) Transit Noise Impact and Vibration Assessment. 12-87 3 REGULATORY SETTING To limit population exposure to physically and/or psychologically damaging as well as intrusive noise levels, the federal government, the State of California, various City governments, and most municipalities in the state have established standards and ordinances to control noise. In most areas, automobile and truck traffic is the major source of environmental noise. Traffic activity generally produces an average sound level that remains constant with time. Air and rail traffic, and commercial and industrial activities are also major sources of noise in some areas. Federal, state, and local agencies regulate different aspects of environmental noise. Federal and state agencies generally set noise standards for mobile sources such as aircraft and motor vehicles, while regulation of stationary sources is generally left to by local agencies. 3.1 STATE OF CALIFORNIA NOISE REQUIREMENTS The State of California regulates freeway noise, sets standards for sound transmission, provides occupational noise control criteria, identifies noise standards, and provides guidance for local land use compatibility. State law requires that each County and City adopt a General Plan that includes a Noise Element which is to be prepared per guidelines adopted by the Governor's Office of Planning and Research (OPR). (10) The purpose of the Noise Element is to limit the exposure of the community to excessive noise levels. In addition, the California Environmental Quality Act (CEQA) requires that all known environmental effects of a project be analyzed, including environmental noise impacts. 3.2 STATE OF CALIFORNIA BUILDING CODE The State of California's noise insulation standards are codified in the California Code of Regulations, Title 24, Building Standards Administrative Code, Part 2, and the California Building Code. These noise standards are applied to new construction in California for the purpose of controlling interior noise levels resulting from exterior noise sources. The regulations specify that acoustical studies must be prepared when noise -sensitive structures, such as residential buildings, schools, or hospitals, are developed near major transportation noise sources, and where such noise sources create an exterior noise level of 60 dBA CNEL or higher. Acoustical studies that accompany building plans for noise -sensitive land uses must demonstrate that the structure has been designed to limit interior noise in habitable rooms to acceptable noise levels. For new residential buildings, schools, and hospitals, the acceptable interior noise limit for new construction is 45 dBA CNEL. 3.3 CITY OF NEWPORT BEACH GENERAL PLAN NOISE ELEMENT The City of Newport Beach has adopted a Noise Element of the General Plan to control noise in the planning process in order to maintain compatible land use with environmental noise levels and to ensure that Newport Beach residents will be protected from excessive noise intrusion. (11) 3.3.1 NOSE POLICIES To protect City of Newport Beach residents from excessive noise, the Noise Element contains the following policies related to the Project: N 1.1 Noise Compatibility of New Development: Require that all proposed projects are compatible with the noise environment through use of Table N2 and enforce the interior and exterior noise standards shown in Table N3. N 1.6 Mixed -Use Developments: Encourage new mixed -use developments to site loading areas, parking lots, driveways, trash enclosures, mechanical equipment, and other noise sources away from the residential portion of the development. N 1.8 Significant Noise Impacts: Require the employment of noise mitigation measures for existing sensitive uses when a significant noise impact is identified. A significant noise impact occurs when there is an increase in the ambient CNEL produced by new development impacting existing sensitive uses. The CNEL increase is shown in the table below. CNEL (dBA) dBA increase 55 3 60 2 65 1 70 1 Over 75 Any increase is considered significant N 2.1 New Development: Require that proposed noise -sensitive uses in areas of 60 d8A and greater, as determined the analyses stipulated by Policy N1.1, demonstrate that they meet interior and exterior noise levels. N 2.2 Design of Sensitive Land Uses: Require the use of walls, berms, interior noise insulation, double paned windows, or other noise mitigation measures, as appropriate, in the design of new residential or other new noise sensitive land uses that are adjacent to major roads. Application of the Noise Standards in Table N3 shall govern this requirement. N 4.1 Stationary Noise Sources: Enforce interior and exterior noise standards outlined in Table N3, and in the City's Municipal Code to ensure that sensitive noise receptors are not exposed to excessive noise levels from stationary noise sources, such as heating, ventilation, and air conditioning equipment. N 4.3 New Commercial Developments: Require that new commercial developments abutting residentially designated properties be designed to minimize noise impacts generated by loading areas, parking lots, trash enclosures, mechanical equipment, and any other noise generating features specific to the development to the extent feasible. N 4.6 Maintenance or Construction Activities: Enforce the Noise Ordinance noise limits and limits on hours of maintenance or construction activity in or adjacent to residential areas, including noise that results from in -home hobby or work -related activities. N 5.1 Limiting Hours of Activity: Enforce the limits on hours of construction activity. 12-89 3.3.2 LAND USE COMPATIBILITY The noise criteria identified in the City of Newport Beach Noise Element (Table N2) are guidelines to evaluate the land use compatibility of transportation related noise. The compatibility criteria, shown on Exhibit 3-A, provides the City with a planning tool to gauge the compatibility of land uses relative to existing and future exterior noise levels and prevent noise/land use conflicts. The Land Use Noise Compatibility Matrix in the City of Newport Beach General Plan provides guidelines to evaluate the acceptability of transportation -related noise level impacts. EXHIBIT 3-A: LAND USE NOISE COMPATIBILITY MATRIX Table- Noise Compatibility Land Use Categories Community Norse Equivalent Level (CNEQ c Ln IoI LD I o Ln Q n IN n v n o Ln o �n - n Ln •o I Categories Uses Residential Single Family, Two Family, Multiple Family A A B C C D- D Mixed A ._.A „C, C _ „G _„_� Residential f Use A Residential Mobile Home A A B C C D❑ ..,a.....................:-_.._._._._._.__.._._.__._._._._.._._._.._._._._.._._._.._._._._.._._._.._.__._.._._._........... .... ai I Hotel, Motel, Transient Lodging A A B BC C D Regional' District Commercial""_.._._._.._.._._._.._._._.._.._._._.._._._._.._._._.._._._._.._._._.._._._._.._._._.._.__._.._._......._ Regional, Village Commercial Retail, Bank, Restaurant, Movie Theatre A A A A B B C District, Special Commercial Industrial Office Building, Research and Development, A A A B B C ❑ Institutional : Professional Offices, City Office Building ------------------------------------------------ --.._.�...... Commercial Recreational (Amphitheatre, Concert Hall Auditorium, Meeting Hall I B I B I C I C I D D D Institutional Civic Center Commercial ildren's Amusement Park, Miniature Golf Course: A A A B B D D Recreation Go-cart Track, Equestrian Center, Sports Club Commercial IAutomobile Service Station, Auto Dealership, General Special A i A i A A i B i B B Industrial, Institutional Manufacturing, Warehousing, Wholesale, Utilities Institutional Hospital, Church -Library Schools Classroom A A B C C D D Open Space Parks A A A B C D D ----------------------------------------------- Open Space Golf Course, Cemeteries, Nature Centers Wildlife A A A A B C C I Reserves, Wildlife Habitat Agriculture Agriculture A A A A A A A SOURCE Newport Beach, 2006 Zone A_ Clearly Compatible —Specified land use is satisfactory, based upon the assumption that any buildings involved are of normal conventional construction without any special noise insulation requirements. Zane B: Normally Compatible--i construction or development should be undertaken only after detailed analysis of the noise reduction requirements and are made and needed noise insulation features in the design are determined- Conventional construction, with closed windows and fresh air supply systems or air conditioning, will normally suffice. Zone C_ Normally Incompadble-New construction or development should generally be discouraged- If new construction or development does proceed, a detailed analysis of noise reduction requirements must be made and needed noise insulation features included in the design. Zone D: Clearly Ircampahl construction or development should generally not be undertaken. 12-90 The Project's residential (mixed use), are considered clearly compatible with exterior noise levels below 65 dBA CNEL. A review of the existing ambient noise level measurements included in Section 5 of this report shows that the Project site is clearly compatible for residential mixed -use. For the planned non-residential auto showroom and office uses, exterior noise levels up to 65 dBA CNEL are considered by the City to be clearly compatible and exterior noise levels approaching 75 dBA CNEL are considered by the City to be normally compatible. For normally compatible uses, new construction or development should be undertaken only after detailed analysis of the noise reduction requirements are made and needed noise insulation feature in the design are determined. Conventional construction, with closed windows and fresh air supply systems or air conditioning, will normally suffice. 3.4 CITY OF NEWPORT BEACH STATIONARY NON -TRANSPORTATION) NOISE STANDARDS In addition to the noise/land use compatibility guidelines contained in the General Plan Noise Element, the City of Newport Beach has adopted Community Noise Control policies and standards as part of its Municipal Code in order to limit unnecessary, excessive and annoying noise in the City. To analyze noise impacts originating from a designated fixed location or private property such as the 2510 PCH Mixed -Use Development Project, stationary -source noise such as the expected air conditioning units, trash enclosure, roof deck activities and vehicle movements and noise from construction activities are typically evaluated against standards established under the City's Municipal Code. 3.4.1 OPERATIONAL NOISE STANDARDS The City of Newport Beach Municipal Code, Chapter 10.26 Community Noise Control, establishes the permissible exterior noise levels that may intrude into a neighboring property. According to Section 10.26.025(A) exterior noise levels at single-family residential land uses (Noise Zone 1) shall not exceed 55 dBA Leq during the daytime hours (7:00 a.m. to 10:00 p.m.) and 50 dBA Leq during the nighttime hours (10:00 p.m. to 7:00 a.m.). (12) For commercial uses, exterior noise levels shall not exceed 65 dBA Leq during the daytime hours (7:00 a.m. to 10:00 p.m.) and 60 dBA Leq during the nighttime hours (10:00 p.m. to 7:00 a.m.). According to Section 10.26.025(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. While the Section 10.26.025(C) of City of Newport Beach Municipal Code permits the use of the existing ambient noise level to describe the base exterior noise level standards, this analysis relies on the more conservative and restrictive standards in Section 10.26.025(A). The City of Newport Beach Municipal Code, Chapter10.26 Community Noise Control exterior noise level standards are shown on Table 3-1 and are included in Appendix 3.1. 12-91 TABLE 3-1: OPERATIONAL NOISE STANDARDS Land me Base Exterior Noise City Use Pelriod Level Standards (dBA Leq )2 Residential Daytime 55 Nighttime 50 Newport (Noise Zone 1) Commercial Daytime 65 Beach' Nighttime 1 60 (Noise Zone 11) Source: City of Newport Beach Municipal Code, Section 10.26.025 (Appendix 3.1). 2 Base exterior noise level standards. If the ambient level exceeds allowable exterior Leq noise level, the ambient shall be the standard per Section 10.26.025 (C) of the City of Newport Beach Municipal Code. "Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m. 3.4.2 CONSTRUCTION NOISE STANDARDS The City of Newport Beach has set restrictions to control noise impacts associated with the construction of the proposed Project. According to the City of Newport Beach Municipal Code Section 10.28.040 (included in Appendix 3.2), construction activities are considered exempt from the noise standards of the noise ordinance if limited to the hours of 7:00 a.m. to 6:30 p.m. on Mondays to Fridays, and 8:00 a.m. to 6:00 p.m. on Saturdays, with no activity allowed on Sundays or national holidays. (2) TABLE 3-2: CONSTRUCTION NOISE STANDARDS City Permitted Hours of Construction Activity 7:00 a.m. to 6:30 p.m. Mondays to Fridays; Newport Beach' 8:00 a.m. to 6:00 p.m. on Saturdays; no activity on Sundays or national holidays 1 Source: City of Newport Beach Municipal Code, Section 10.28.040 (Appendix 3.1). 3.4.3 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CONSTRUCTION NOISE STANDARDS The National Institute for Occupational Safety and Health (NIOSH) provides noise standards to evaluate required hearing protection for employees that may be exposed to high noise levels. However, the standards are a useful metric for analyzing the significance of construction noise and are therefore used in this report to determine whether construction impacts would impact nearby sensitive receptors. NIOSH identifies 85 dBA Leq as an acceptable noise exposure level over an 8-hour period. (13) Since the NIOSH construction -related noise level represents the energy average of the noise source over a given time period, they are expressed as Leq noise levels. 12-92 3.5 CONSTRUCTION VIBRATION STANDARDS Construction activity can result in varying degrees of ground -borne vibration, depending on the equipment and methods used, distance to the affected structures and soil type. (9) Construction vibration is generally associated with pile driving and rock blasting. Other construction equipment such as air compressors, light trucks, hydraulic loaders, etc., generates little or no ground vibration. (9) Occasionally large bulldozers and loaded trucks can cause perceptible vibration levels at close proximity. The City of Newport Beach has not identified or adopted vibration standards. However, the 2006 General Plan Environmental Impact Report (EIR) (3) identified a limit of 72 VdB for frequent events (more than 70 vibrations events per day) at residential uses and buildings where people normally sleep. (9) For infrequent events with fewer than 70 vibration events per day, the vibration limit is 80 VdB. These limits were derived from the FTA guidelines (9) for determining the relative significance of potential Project vibration impacts due to on -site construction activities as shown on Table 3-3. TABLE 3-3 CONSTRUCTION VIBRATION STANDARDS Vibration Criteria Vibration Decibels (VdB) at 25 feet' 2006 Glo EIR - Human Annoyance (Residential)' 72 FTA - Human Annoyance (Residential Daytime)2 78 FTA - Human Annoyance (Residential Nighttime)' 72 FTA - Human Annoyance (Office)2 84 'City of Newport Beach General Plan EIR z Federal Transit Administration, Transit Noise and Vibration Impact Assessment, September 2018. It should be noted that the EIR conservatively identified a residential -nighttime threshold of 72 VdB for all circumstances of vibrational energy; including for construction activities which would almost never be expected to occur during the nighttime period (10pm to 7am). The FTA has established vibration criteria of 72 VbB for Residential -Nighttime land use, when no construction activities would be allowed per City of Newport Beach Code Section 10.28.040. The FTA criteria for Residential -Daytime land use is 78 VdB, which would be more applicable to the daytime construction activities. Based on the FTA interpretation for Residential -Daytime use, at 78 VdB Vibration is barely felt. 12-93 4 SIGNIFICANCE CRITERIA The following significance criteria are based on currently adopted guidance provided by Appendix G of the California Environmental Quality Act (CEQA) Guidelines. (1) For the purposes of this report, impacts would be potentially significant if the Project results in or causes: A. Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? B. Generation of excessive ground -borne vibration or ground -borne noise levels? C. For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? While the City of Newport Beach General Plan Guidelines provide direction on noise compatibility and establish noise standards by land use type that are sufficient to assess the significance of noise impacts, they do not define the levels at which increases are considered substantial for use under Guideline A. CEQA Appendix G Guideline C applies to nearby public and private airports, if any, and the Project's land use compatibility. 4.1 AIRPORT NOISE The Project site is located roughly 4 miles southeast of John Wayne Airport, outside the airport impact zone and noise contour boundaries. Therefore, the Project site is not located within two miles of a public airport or the vicinity of a private airstrip, and as such, no impact related to the exposure of people residing or working in the Project area to excessive airport related noise levels is anticipated. 4.2 SIGNIFICANCE CRITERIA FOR CONSTRUCTION NOISE AND VIBRATION The Project's construction noise and vibration impacts are significant if: • If Project -related construction activities create noise levels which exceed 85 dBA Leq at nearby sensitive receiver locations (NIOSH, Criteria for Recommended Standard: Occupational Noise Exposure). • If short-term Project generated construction vibration levels exceed the FTA's vibration threshold of 78 VdB at residential daytime use. (9) 4.3 SIGNIFICANCE CRITERIA FOR OPERATION The Project's operational noise impacts are significant if: • If Project -related operational (stationary -source) noise levels exceed the exterior noise level standards at the land uses identified in Table 3-1 (City of Newport Beach Municipal Code, Section 10.26.025); ), or exceed the City's exterior noise level standards in Table 3-1 at the nearby daycare use; 12-94 • If the existing ambient noise levels at the noise -sensitive receivers near the Project site: o are less than 55 dBA CNEL and the Project creates a barely perceptible 3 dBA CNEL or greater Project -related noise level increase; or o range from 55 to 60 dBA CNEL and the Project creates a 2 dBA CNEL or greater Project - related noise level increase; or o range from 60 to 75 dBA CNEL and the Project creates a 1 dBA CNEL or greater Project - related noise level increase; or o already exceed 75 dBA CNEL, and the Project create any noise level increase. 4.4 SIGNIFICANCE CRITERIA SUMMARY Noise impacts shall be considered significant if any of the following occur as a direct result of the proposed development. Table 4-2 shows the significance criteria summary matrix. TABLE 4-2: SIGNIFICANCE CRITERIA SUMMARY MATRIX Analysis Receiving Land Use Condition(s) Significance Criteria Daytime Nighttime On -Site Traffic Noisel Residential Exterior Noise Compatibility Criteria 65 dBA CNEL Interior Noise Level Standard 45 dBA CNEL Multiple' Exterior Noise Level Standards See Table 3-1. Operational Noise Noise- Sensitive If ambient is < 55 dBA CNEL >_ 3 dBA CNEL Project Increase If ambient is 55 - 60 dBA CNEL >_ 2 dBA CNEL Project Increase If ambient is 60 - 75 dBA CNEL >_ 1 dBA CNEL Project Increase If ambient is > 75 dBA CNEL Any Project Increase Al14 Noise Level Threshold 85 dBA 6, n/a Construction+_ Residential5 Vibration Level Threshold 78 VdB n/a 1 City of Newport Beach General Plan Noise Element Land Use Noise Compatibility Matrix (Table N2). Z City of Newport Beach Municipal Code, Section 10.26.025 (Appendix 3.1). 3 City of Newport Beach General Plan Policy N 1.8 n NIOSH, Criteria for Recommended Standard: Occupational Noise Exposure and Federal Transit Administration, Transit Noise and Vibration Impact Assessment. Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment, September 2018 "Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.; "n/a" = No nighttime construction activity is permitted, so no nighttime construction noise level limits are identified; "VdB" = Vibration Decibels 12-95 5 EXISTING NOISE LEVEL MEASUREMENTS To assess the existing noise level environment, five 24-hour noise level measurements were taken at sensitive receiver locations in the Project study area on Wednesday, October 2, 2019. The receiver locations were selected to describe and document the existing noise environment within the Project study area. Exhibit 5-A provides the boundaries of the Project study area and the noise level measurement locations. Appendix 5.1 includes study area photos. 5.1 MEASUREMENT PROCEDURE AND CRITERIA To describe the existing noise environment, the hourly noise levels were measured during typical weekday conditions over a 24-hour period. By collecting individual hourly noise level measurements, it is possible to describe the daytime and nighttime hourly noise levels and calculate the 24-hour CNEL. The long-term noise readings were recorded using Piccolo Type 2 integrating sound level meter and dataloggers. The Piccolo sound level meters were calibrated using a Larson -Davis calibrator, Model CAL 150. All noise meters were programmed in "slow" mode to record noise levels in "A" weighted form. The sound level meters and microphones were equipped with a windscreen during all measurements. All noise level measurement equipment satisfies the American National Standards Institute (ANSI) standard specifications for sound level meters ANSI S1.4-2014/IEC 61672-1:2013. (14) 5.2 NOISE MEASUREMENT LOCATIONS The long-term noise level measurements were positioned as close to the nearest sensitive receiver locations as possible to assess the existing ambient hourly noise levels surrounding the Project site. Both Caltrans and the FTA recognize that it is not reasonable to collect noise level measurements that can fully represent every part of a private yard, patio, deck, or balcony normally used for human activity when estimating impacts for new development projects. This is demonstrated in the Caltrans general site location guidelines which indicate that, sites must be free of noise contamination by sources other than sources of interest. Avoid sites located near sources such as barking dogs, lawnmowers, pool pumps, and air conditioners unless it is the express intent of the analyst to measure these sources. (4) Further, FTA guidance states, that it is not necessary nor recommended that existing noise exposure be determined by measuring at every noise -sensitive location in the project area. Rather, the recommended approach is to characterize the noise environment for clusters of sites based on measurements or estimates at representative locations in the community. (9) Based on recommendations of Caltrans and the FTA, it is not necessary to collect measurements at each individual building or residence, because each receiver measurement represents a group of buildings that share acoustical equivalence. (9) In other words, the area represented by the receiver shares similar shielding, terrain, and geometric relationship to the reference noise source. Receivers represent a location of noise sensitive areas and are used to estimate the future noise level impacts. Collecting reference ambient noise level measurements at the nearby sensitive receiver locations allows for a comparison of the before and after Project noise levels 12-96 and is necessary to assess potential noise impacts due to the Project's contribution to the ambient noise levels. 5.3 NOISE MEASUREMENT RESULTS The noise measurements presented below focus on the average or equivalent sound levels (Leq). The equivalent sound level (Leq) represents a steady state sound level containing the same total energy as a time varying signal over a given sample period. Table 5-1 identifies the hourly daytime (7:00 a.m. to 10:00 p.m.) and nighttime (10:00 p.m. to 7:00 a.m.) noise levels at each noise level measurement location. Appendix 5.2 provides a summary of the existing hourly ambient noise levels described below: • Location L1 represents the noise levels south of 204 Tustin Ave near the side yard of the single- family home. The noise level measurements collected show an overall 24-hour exterior noise level of 63.5 dBA CNEL. The energy (logarithmic) average daytime noise level was calculated at 59.9 dBA Leq with an average nighttime noise level of 56.0 dBA Leq. • Location L2 represents the noise levels near the parking meters in the parking lot adjacent to 124 Tustin Avenue. The noise level measurements collected show an overall 24-hour exterior noise level of 59.2 dBA CNEL. The energy (logarithmic) average daytime noise level was calculated at 57.3 dBA Leq with an average nighttime noise level of 50.6 dBA Leq. • Location L3 represents the noise levels in the parking lot South of Newport Theatre Arts Center. The 24-hour CNEL indicates that the overall exterior noise level is 55.4 dBA CNEL. The energy (logarithmic) average daytime noise level was calculated at 53.6 dBA Leq with an average nighttime noise level of 46.8 dBA Leq. • Location L4 represents the noise levels in parking lot north of 2400 West Coast Highway and west of Avon Lot 2. The noise level measurements collected show an overall 24-hour exterior noise level of 62.4 dBA CNEL. The energy (logarithmic) average daytime noise level was calculated at 59.3 dBA Leq with an average nighttime noise level of 54.6 dBA Leq. • Location L5 represents the noise levels in the courtyard of 124 Tustin Avenue. The noise level measurements collected show an overall 24-hour exterior noise level of 54.6 dBA CNEL. The energy (logarithmic) average daytime noise level was calculated at 52.0 dBA Leq with an average nighttime noise level of 46.6 dBA Leq. Table 5-1 provides the (energy average) noise levels used to describe the daytime and nighttime ambient conditions. These daytime and nighttime energy average noise levels represent the average of all hourly noise levels observed during these time periods expressed as a single number. Appendix 5.2 provides summary worksheets of the noise levels for each hour as well as the minimum, maximum, L1, L2, Ls, L8, L25, Lso, L9o, L95, and L99 percentile noise levels observed during the daytime and nighttime periods. The background ambient noise levels in the Project study area are dominated by the transportation -related noise associated with West Coast Highway. The 24-hour existing noise level measurements shown on Table 5-1 present the existing ambient noise conditions. 12-97 TABLE 5-1: 24-HOUR AMBIENT NOISE LEVEL MEASUREMENTS Energy Average Noise Level Location' Description (dBA Leq)2 CNEL Daytime Nighttime Located south of 204 Tustin Avenue near L1 the side yard of the single-family home. 59.9 56.0 63.5 Located near the parking meters in the L2 parking lot adjacent to 124 Tustin 57.3 50.6 59.2 Avenue. Located in the parking lot South of L3 53.6 46.8 55.4 Newport Theatre Arts Center. Located in parking lot north of 2400 West L4 59.3 54.6 62.4 Coast Highway and west of Avon Lot 2 Located in courtyard of 124 Tustin L5 52.0 46.6 54.6 Avenue. 1 See Exhibit 5-A for the noise level measurement locations. 2 The long-term 24-hour measurement printouts are included in Appendix 5.2. "Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m. 12-98 EXHIBIT 5-A: NOISE MEASUREMENT LOCATIONS ' •r SITE . A r „' m i IN T i IN �o �YA. �' iN LEGEND: Site Boundary ® Measurement Locations 12-99 6 METHODS AND PROCEDURES The following section outlines the methods and procedures used to model and analyze the future traffic noise environment. 6.1 FHWA TRAFFIC NOISE PREDICTION MODEL The expected roadway noise level increases from vehicular traffic were calculated by Urban Crossroads, Inc. using a computer program that replicates the Federal Highway Administration (FHWA) Traffic Noise Prediction Model- FHWA-RD-77-108. (15) This is consistent with the approach used for the City of Newport Beach General Plan Update EIR. (3) The FHWA Model arrives at a predicted noise level through a series of adjustments to the Reference Energy Mean Emission Level (REMEL). In California the national REMELs are substituted with the California Vehicle Noise (Calveno) Emission Levels. (16) Adjustments are then made to the REMEL to account for: the roadway classification (e.g., collector, secondary, major or arterial), the roadway active width (i.e., the distance between the center of the outermost travel lanes on each side of the roadway), the total average daily traffic (ADT), the travel speed, the percentages of automobiles, medium trucks, and heavy trucks in the traffic volume, the roadway grade, the angle of view (e.g., whether the roadway view is blocked), the site conditions ("hard" or "soft" relates to the absorption of the ground, pavement, or landscaping), and the percentage of total ADT which flows each hour throughout a 24-hour period. Research conducted by Caltrans has shown that the use of soft site conditions is appropriate for the application of the FHWA traffic noise prediction model used in this analysis. (17) 6.2 ON -SITE TRAFFIC NOISE PREDICTION MODEL INPUTS The on -site roadway parameters including the average daily traffic (ADT) volumes used for this study are presented on Table 6-1. Based on the City of Newport Beach General Plan Circulation Element, West Coast Highway is classified as a Major Road. (18) To predict the future on -site noise environment at the Project site, parameters including the number of lanes and the future buildout average daily traffic volumes were obtained from the City of Newport Beach General Plan Update Environmental Impact Report, Figure 4.13-8. For the purposes of this analysis, soft site conditions were used to analyze the on -site traffic noise impacts for the Project study area. Soft site conditions account for the sound propagation loss over natural surfaces such as normal earth and ground vegetation. Research by Caltrans has shown that the use of soft site conditions is appropriate for the application of the FHWA traffic noise prediction model used in this analysis. (17) 12-100 TABLE 6-1: ON -SITE ROADWAY PARAMETERS Roadway Lanes Classification) Average Daily Speed Site Z Traffic Volume (mph )3 Conditions W. Coast Hwy. 5 Major 51,000 40 Soft Tustin Ave. 2 Collector 3,000 25 Soft ' City of Newport Beach General Plan Figure CE1 Master Plan of Streets and Highways 2 City of Newport Beach General Plan Update EIR Figure 4.13-8 General Plan Buildout with Project ADT. 3 Posted speed limit. The site plan is used to identify the relationship between the roadway centerline elevation, the pad elevation and the centerline distance to any intervening noise barriers, and the building fagade. The exterior noise level receiver locations were placed five feet above the finished floor elevation for each floor. Table 6-2 presents the time of day vehicle splits and Table 6-3 presents the traffic flow distributions (vehicle mix) used for this analysis. The vehicle mix provides the hourly distribution percentages of automobile, medium trucks, and heavy trucks for input into the FHWA noise prediction model. TABLE 6-2: TIME OF DAY VEHICLE SPLITS Vehicle Type Time of Day Splits' Total of Time of Day Splits Daytime Evening Nighttime Autos 77.50% 12.90% 9.60% 100.00% Medium Trucks 84.80% 4.90% 10.30% 100.00% Heavy Trucks 86.50% 2.70% 10.80% 100.00% ' Source: Typical Southern California vehicle mix. "Daytime" = 7:00 a.m. to 7:00 p.m.; "Evening" = 7:00 p.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m. TABLE 6-3: DISTRIBUTION OF TRAFFIC FLOW BY VEHICLE TYPE (VEHICLE MIX) Classification Total % Traffic Flow Total Autos Medium Trucks Heavy Trucks All Roadways' 97.42% 1.84% 0.74% 100.00% 1 Source: Typical Southern California vehicle mix. 12-101 7 ON -SITE NOISE IMPACTS FROM TRAFFIC An on -site exterior noise impact analysis has been completed to determine the traffic noise exposure and to identify potential necessary noise abatement measures for the proposed 2510 PCH Mixed -Use Development Project. The primary source of traffic noise affecting the Project site is anticipated to be from West Coast Highway and Tustin Avenue. The Project will also experience some background traffic noise impacts from nearby drive aisles and parking lots, however, due to the low traffic volumes, distance and intervening structures these are not anticipated to make a significant contribution to the exterior noise levels at the Project site. 7.1 EXTERIOR NOISE ANALYSIS The analysis shows that the future on -site exterior traffic noise levels are expected to approach 71.8 dBA CNEL at the first -floor auto showroom. This is below the City of Newport Beach's 75 dBA CNEL normally compatible exterior land use compatibility criteria non-residential uses. The that the future on -site exterior traffic noise levels are expected to approach 63.5 dBA CNEL with the planned 6-foot high glass screen wall at the rooftop deck fagade facing West Coast Highway. This is below the City of Newport Beach's 65 dBA CNEL normally compatible exterior land use compatibility criteria for mixed use. A review of the Project elevations show that the second residential dwelling units are largely blocked boutique auto showroom. However, the third -floor residential dwelling units will be exposed to the traffic noise from West Coast Highway. As shown on Table 8-1 the residential dwelling units are expected to experience an exterior noise level of 64.0 dBA CNEL at the third - floor building fagade. This satisfies the City of Newport Beach's 65 dBA CNEL clearly compatible exterior land use compatibility criteria for residential use. Therefore, future exterior traffic noise impacts will be less than significant. Appendix 7.1 includes the on -site traffic noise level calculations. TABLE 7-1: EXTERIOR TRAFFIC NOISE LEVELS Combined Exterior Noise Level Land Use' Roadways Level at Facade Exterior Noise Level Threshold Noise Level Threshold Exceeded? (dBA CNEL) (dBA CNEL)Z (dBA CNEL)3 W. Coast Hwy. 1st 71.8 Auto Showroom 71.8 75 No Tustin Ave. 50.9 Floor W. Coast Hwy. 2nd 61.3 Rooftop Deck 63.5 65 No Tustin Ave. 59.5 Floor W. Coast Hwy. 3rd 64.0 Residential 64.2 65 No Tustin Ave. 50.1 Floor ' As shown on the Project site plan (Exhibit 1-B) z Combined future exterior noise levels at the building facade. Calculations are included in Appendix 7-1. 3 City of Newport Beach Land Use Noise Compatibility Thresholds Table N2 (Exhibit 3-A). 12-102 7.2 INTERIOR NOISE ANALYSIS To ensure that the interior noise levels comply with the City of Newport Beach 45 dBA CNEL interior noise level standards, future noise levels were calculated at the building fagades. While the City maintains interior noise standards for noise sensitive residential land uses, the City does not prescribe specific interior noise requirements for non-residential land uses such as the planned auto showroom and office uses. Table 7-2 shows that the future exterior noise levels at the third -floor residential building fagade are estimated at 64.0 dBA CNEL. Table 7-2 shows that the estimated interior noise levels using typical building construction and standard windows will provide an interior noise level reduction of 25 dBA. With the standard windows, units facing West Coast Highway will experience interior levels of 39.0 dBA CNEL. This satisfies the City of Newport Beach 45 dBA CNEL interior noise level standards and is less than significant. TABLE 7-2: INTERIOR NOISE LEVELS (CNEL) Noise Required Typical Interior Building Threshold Floor Level Interior Interior Noise Threshold (Facade) at Fa5adel NR2 NR3 Level Exceeded? Residential 3 64.0 19.0 25.0 39.0 45 No Exterior noise level at the facade with a windows closed condition requiring a means of mechanical ventilation (e.g. air conditioning). z Noise reduction required to satisfy the 45 dBA CNEL interior noise standard for residential uses. s Typical building construction interior noise reduction with the standard windows . "NR" = Noise Reduction 12-103 8 SENSITIVE RECEIVER LOCATIONS To assess the potential for long-term operational and short-term construction noise impacts, the following sensitive receiver locations as shown on Exhibit 9-A were identified as representative locations for analysis. Sensitive receivers are generally defined as locations where people reside or where the presence of unwanted sound could otherwise adversely affect the use of the land. Noise -sensitive land uses are generally considered to include schools, hospitals, single-family dwellings, mobile home parks, churches, libraries, and recreation areas. Moderately noise - sensitive land uses typically include multi -family dwellings, hotels, motels, dormitories, out- patient clinics, cemeteries, golf courses, country clubs, athletic/tennis clubs, and equestrian clubs. Land uses that are considered relatively insensitive to noise include business, commercial, and professional developments. Land uses that are typically not affected by noise include: industrial, manufacturing, utilities, agriculture, undeveloped land, parking lots, warehousing, liquid and solid waste facilities, salvage yards, and transit terminals. The closest sensitive receivers to the Project site are described below. Other sensitive land uses in the Project study area that are located at greater distances than those identified in this noise study will experience lower noise levels than those presented in this report due to the additional attenuation from distance and the shielding of intervening structures. R1: Located approximately 83 feet northwest of the Project site, R1 represents an existing single-family residential home located at 204 Tustin Avenue. A 24-hour noise level measurement was taken near this location, L1, to describe the existing ambient noise environment. R2: Location R2 represents the location 60 feet north of the Site roughly 47 feet above the pad elevation of the Project at 124 Tustin Avenue. A 24-hour noise level measurement was taken near this location, L2, to describe the existing ambient noise environment. RI Located approximately 197 feet north of the Project site, R3 represents the Newport Theatre Arts Center. A 24-hour noise level measurement was taken near this location, L3, to describe the existing ambient noise environment. R4: Location R4 represents the existing outdoor play area for the adjacent Bright Horizons daycare facility 2500 West Coast Highway located approximately 23 feet east of the Project site boundary. Because Bright Horizons daycare facility was inaccessible, a 24- hour noise level measurement was taken near this location, L4 in a location that represents a similar existing ambient noise environment, to describe the existing ambient noise environment at R4. R5: Located approximately 55 feet west of the Project site, R5 represents the existing commercial retail uses that share a common courtyard area at 124 Tustin Avenue. A 24- hour noise level measurement was taken near this location, L5, to describe the existing ambient noise environment. 12-104 EXHIBIT 8-A: RECEIVER LOCATIONS T `1 Q r` LEGEND: Site Boundary Receiver Locations —� Distance from receiver to Project site boundary (in feet) 12-105 9 OPERATIONAL NOISE IMPACTS TO NEARBY SENSITIVE RECEIVERS This section analyzes the potential stationary -source operational noise impacts at the nearby receiver locations, identified in Section 8, resulting from the operation of the proposed 2510 PCH Mixed -Use Development Project. Exhibit 9-A identifies the representative receiver locations and noise source locations used to assess the operational noise levels. Appendix 9.1 includes the detailed calculations for the Project operational noise levels presented in this section. 9.1 OPERATIONAL NOISE SOURCES This noise analysis describes the noise level impacts associated with the expected typical operational activities related to residential mixed use at the Project site. The on -site Project - related operational noise sources are expected to include: air conditioning units, trash enclosure, roof deck activities and vehicle movements. 9.2 REFERENCE OPERATIONAL NOISE LEVELS To estimate the Project operational noise impacts, reference noise level measurements were collected from similar types of activities to represent the noise levels expected with the development of the proposed Project. This section provides a detailed description of the reference noise level measurements shown on Table 9-1 used to estimate the Project operational noise impacts. It is important to note that the following projected noise levels assume the worst - case noise environment with the air conditioning units, trash enclosure, roof deck activities and vehicle movements. 9.2.1 MEASUREMENT PROCEDURES The reference noise level measurements presented in this section were collected using a combination of Type 1 and Type 2 sound level meters. Each sound level meter was programmed in "slow" mode to record noise levels in "A" weighted form and calibrated prior to each measurement. The sound level meters and microphones were equipped with a windscreen during all measurements. All noise level measurement equipment satisfies the American National Standards Institute (ANSI) standard specifications for sound level meters ANSI S1.4- 2014/IEC 61672-1:2013. (14) 12-106 EXHIBIT 9-A: OPERATIONAL NOISE SOURCE AND RECEIVER LOCATIONS of � A� �,. 4 3 1, � �/ {. �/l f ��y � • YY` . G lR CO. LEGEND: L-� Site Boundary Air Conditioning Unit MIN, Roof Deck Activity Receiver Locations ♦ Trash Enclosure Activity OO Vehicle Movements —0 Distance from receiver to Project site boundary (in feet) 12-107 TABLE 9-1: REFERENCE NOISE LEVEL MEASUREMENTS Noise Min./Hours Reference Noise Ref. Source Level (dBA Leq) Noise Source Distance Day Night @ Ref. @ 50 (Feet) Height (Feet) Dist. Feet Air Conditioning Units' 5' 4' 60 60 67.3 47.3 Trash Enclosure Activity' 5' 5' 10 5 77.3 57.3 Roof Deck Activity3 10' 5' 60 0 75.2 61.2 Vehicle MovementS4 50' 3' -6 6 53.0 53.0 ' Reference Daikin submittal data sheet for 6-Ton VRV-IV Heat Recovery Unit REYQ272TTJU. 'As measured by Urban Crossroads, Inc. at a commercial and office park trash enclosure in the City of Costa Mesa. 'As measured by Urban Crossroads, Inc. in the outdoor patio area of Louie's by the Bay. ° Estimated Reference Energy Mean Emission Levels (Autos at 15 mph) from the Caltrans Technical Noise Supplement of the Traffic Noise Analysis Protocol (9/2013 p. 4-18). 5Anticipated duration (minutes within the hour) of noise activity during typical hourly conditions expected at the Project site. "Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m. e Vehicle Movements are calculated based on the number of events by time of day (See Table 9-2). 9.2.2 REFERENCE AIR CONDITIONING UNITS To assess the noise levels created by the air conditioning units at the Project site, reference noise levels were obtained from product data from the Daikin submittal data sheet for 6-Ton VRV-IV Heat Recovery Unit REYQ272TTJU. To reference air conditioning unit describes the expected noise source levels associated with the eight air conditioning units located on the northwest corner of the Project site and the two roof -top units located above the auto showroom. At a uniform reference distance of 50 feet, the reference noise level for each air conditioning unit is 47.3 dBA Leq. It is expected that during typical operating conditions the air conditioning units will operate continuously during the daytime and nighttime hours. It is important to note that the following projected noise levels assume the worst -case noise environment with all air conditioning units operating simultaneously. These air conditioning units will likely cycle on and off throughout the day. 9.2.3 TRASH ENCLOSURE ACTIVITY To describe the noise levels associated with a trash enclosure, Urban Crossroads collected a reference noise level measurement on May 3rd, 2018 at an existing commercial and office park trash enclosure within a parking lot on the northeast corner of Baker Street and Red Hill Avenue. The measured reference noise level at the uniform 50-foot reference distance is 57.3 dBA Leq for the trash enclosure activity. The trash enclosure activity noise levels include two metal gates opening and closing, metal scraping against concrete floor sounds, dumpster movement on metal wheels, trash dropping into the metal dumpster, and background parking lot vehicle movements. Noise associated with trash enclosure activities is expected to occur for 10 minutes per hour during the daytime hours and 5 minutes per hour during the nighttime hours. 12-108 9.2.4 ROOF DECK ACTIVITY To determine the noise levels associated with the roof deck activities, Urban Crossroads collected reference noise level measurements in the outdoor patio area at Louie's by the Bay. This restaurant located at 2801 West Coast Highway provides a large outdoor patio and dining area. While the restaurant provided background recorded music over the loudspeaker system, the primary source of noise was from the guest conversations and dining activity. At approximately 10 feet from the noise source, the reference dining activity noise levels were measured at 75.2 dBA Leq. Roof deck activities are limited to the daytime hours from 7:00 a.m. to 10:00 p.m. with no planned nighttime activity. 9.2.5 VEHICLE MOVEMENTS Based on the reference energy mean emission levels published in the Caltrans Technical Noise Supplement of the Traffic Noise Analysis Protocol (4 pp. 4-18), autos travelling at speeds of 15 miles per hour produce a reference noise level of 53.0 dBA Leq at 50 feet. According to the 2510 W. Coast Hwy Mixed Use Development preliminary trip generation estimates, the Project is expected to generate a total of approximately 294 trip -ends per day. Using the time of day vehicle splits for autos from Table 6-2, it is possible to calculate the vehicle movement noise source activity based on the number of events by time of day as shown on Table 9-2. TABLE 9-2: VEHICLE MOVEMENTS BY TIME OF DAY Location' Vehicle Trips' Time of Day Vehicle Splits3 Vehicle Movements4 Day Evening Night Day Evening Night All Driveways 294 77.50% 12.90% 9.60% 228 38 28 1 Driveway locations as shown on Exhibit 9-A. Z Total Project vehicle trips based on 2510 W. Coast Hwy Mixed Use Development preliminary trip generation estimates. 3 Time of day vehicle splits for autos as shown on Table 6-2. n Calculated time of day entry vehicle movements. 9.3 CADNAA NOISE PREDICTION MODEL To fully describe the exterior operational noise levels from the Project, Urban Crossroads, Inc. developed a noise prediction model using the CadnaA (Computer Aided Noise Abatement) computer program. CadnaA can analyze multiple types of noise sources using the spatially accurate Project site plan, georeferenced Nearmap aerial imagery, topography, buildings, and barriers in its calculations to predict outdoor noise levels. Using the ISO 9613 protocol, CadnaA will calculate the distance from each noise source to the noise receiver locations, using the ground absorption, distance, and barrier/building attenuation inputs to provide a summary of noise level at each receiver and the partial noise level contributions by noise source. Consistent with the ISO 9613 protocol, the CadnaA noise prediction model relies on the reference sound power level (PWL) to describe individual noise sources. While sound pressure levels (e.g. Leq) quantify in decibels the intensity of given sound 12-109 sources at a reference distance, sound power levels (PWL) are connected to the sound source and are independent of distance. Sound pressure levels vary substantially with distance from the source and diminish because of intervening obstacles and barriers, air absorption, wind, and other factors. Sound power is the acoustical energy emitted by the sound source and is an absolute value that is not affected by the environment. The operational noise level calculations provided in this noise study account for the distance attenuation provided due to geometric spreading, when sound from a localized stationary source (i.e., a point source) propagates uniformly outward in a spherical pattern. Hard site conditions are used in the operational noise analysis which result in noise levels that attenuate (or decrease) at a rate of 6 dBA for each doubling of distance from a point source. A default ground attenuation factor of 0.0 was used in the CadnaA noise analysis to account for hard site conditions. Appendix 9.1 includes the detailed noise model used to estimate the Project operational noise levels presented in this section. 9.4 PROJECT OPERATIONAL NOISE LEVELS Using the reference noise levels to represent the proposed Project operations that include air conditioning units, trash enclosure, roof deck activities and vehicle movements, Urban Crossroads, Inc. calculated the operational source noise levels that are expected to be generated at the Project site and the Project -related noise level increases that would be experienced at each of the sensitive receiver locations. Tables 9-3 shows the Project operational noise levels during the daytime hours of 7:00 a.m. to 10:00 p.m. The daytime hourly noise levels at the off -site receiver locations are expected to range from 38.7 to 50.2 dBA Leq. TABLE 9-3: DAYTIME PROJECT OPERATIONAL NOISE LEVELS Noise Sources Operational Noise Levels by Receiver Location (dBA Leq) R1 R2 R3 R4 R5 Air Conditioning Units 48.7 35.6 29.5 25.8 31.0 Trash Enclosure Activity 21.4 40.9 35.2 34.8 15.4 Roof Deck Activity 44.4 44.4 44.2 35.9 41.8 Vehicle Movements 35.0 30.2 16.6 17.8 7.3 Total (All Noise Sources) 50.2 46.5 44.9 38.7 42.2 1 See Exhibit 9-A for the noise source locations. CadnaA noise model calculations are included in Appendix 9.1. Table 9-4 shows the Project operational noise levels during the nighttime hours of 10:00 p.m. to 7:00 a.m. The nighttime hourly noise levels at the off -site receiver locations are expected to range from 28.3 to 46.0 dBA Leq. The differences between the daytime and nighttime noise levels is largely related to the duration of noise activity (Table 9-1). 12-110 TABLE 9-4: NIGHTTIME PROJECT OPERATIONAL NOISE LEVELS Noise Sources Operational Noise Levels by Receiver Location (dBA Leq) R1 R2 R3 R4 R5 Air Conditioning Units 46.0 32.8 26.8 23.1 28.2 Trash Enclosure Activity 17.4 36.9 31.2 30.8 11.5 Roof Deck Activity 0.0 0.0 0.0 0.0 0.0 Vehicle Movements 25.9 21.1 7.5 8.7 0.0 Total (All Noise Sources) 46.0 38.3 32.5 31.5 28.3 1 See Exhibit 9-A for the noise source locations. CadnaA noise model calculations are included in Appendix 9.1. 9.5 PROJECT OPERATIONAL NOISE LEVEL COMPLIANCE To demonstrate compliance with local noise regulations, the Project -only operational noise levels are evaluated against the City of Newport Beach exterior noise level standards at nearby noise - sensitive receiver locations. For the noise -sensitive residential land use, the City of Newport Beach has established exterior noise level standards of 55 dBA Leq during the daytime hours (7:00 a.m. to 10:00 p.m.) and 50 dBA Leq during the nighttime hours (10:00 p.m. to 7:00 a.m.). (12) In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under said category shall be increased to reflect he maximum ambient noise level (Section 10.26.025(C)). While the Section 10.26.025(C) of City of Newport Beach Municipal Code permits the use of the existing ambient noise level to describe the base exterior noise level standards, this analysis relies on the more conservative and restrictive standards outlined in Section 10.26.025(A). Table 9-5 shows that the operational noise levels associated with 2510 PCH Mixed - Use Development Project will satisfy the City of Newport Beach exterior noise level standards at all nearby receiver locations. Therefore, the operational noise impacts are considered less than significant at the nearby noise -sensitive receiver locations. TABLE 9-5: OPERATIONAL NOISE LEVEL COMPLIANCE Receiver Locations Project Operational Noise Levels (dBA Leq)2 Noise Level Standards (dBA Leq)3 Noise Level Standards Exceeded? Daytime Nighttime Daytime Nighttime Daytime Nighttime R1 50.2 46.0 55 50 No No R2 46.5 38.3 55 50 No No R3 44.9 32.5 55 50 No No R4 38.7 31.5 55 50 No No R5 42.2 28.3 55 50 No No 1 See Exhibit 9-A for the noise source and receiver locations. z Proposed Project operational noise levels as shown on Tables 9-3 and 9-4. 3 Base exterior noise level standards as shown on Table 3-1. If the ambient level exceeds allowable exterior Leq noise level, the ambient shall be the standard per Section 10.26.025 (C) of the City of Newport Beach Municipal Code. ° Do the estimated Project operational noise source activities exceed the noise level standards? "Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m. 12-111 9.6 PROJECT OPERATIONAL NOISE LEVEL INCREASE To describe the Project operational noise level increase, the Project operational noise levels are combined with the existing ambient noise levels measurements for nearby receiver locations potentially impacted by Project operational noise sources. Since the units used to measure noise, decibels (dB), are logarithmic units, the Project -operational and existing ambient noise levels cannot be combined using standard arithmetic equations. (4) Instead, they must be logarithmically added using the following base equation: SPLTotal = 101og1o[10SPL1/10 + 10SPL2/10 + 10SPLn/10] Where "SPL1," "SPL2," etc. are equal to the sound pressure levels being combined, or in this case, the Project -operational and existing ambient noise levels. The difference between the combined Project and ambient noise levels describe the Project noise level increase to the existing ambient noise environment. Noise levels that would be experienced at receiver locations when Project - source noise is added to the daytime and nighttime ambient conditions are presented on Tables 9-6 and 9-7, respectively. As indicated on Tables 9-6 and 9-7, the Project will generate a daytime operational noise level increase of up to 0.5 dBA Leq and a nighttime operational noise level increase of up to 0.4 dBA Leq at the nearby receiver locations. Since the Project -related operational noise level contributions will satisfy the operational noise level increase significance criteria presented in Table 4-2, the increases at the sensitive receiver locations will be less than significant. TABLE 9-6: PROJECT DAYTIME NOISE LEVEL INCREASES Total Project Reference Combined Receiver Operational Measurement Ambient Project and Project Threshold , Threshold 1 Location Locations Increase a Exceeded? Noise Level2 Noise Levels Ambient' R1 50.2 L1 59.9 60.3 0.4 2.0 No R2 46.5 L2 57.3 57.6 0.3 2.0 No R3 44.9 L3 53.6 54.1 0.5 3.0 No R4 38.7 L4 59.3 59.3 0.0 2.0 No R5 42.2 L5 52.0 52.4 0.4 3.0 No I See Exhibit 9-A for the sensitive receiver locations. z Total Project daytime operational noise levels as shown on Table 9-3. 3 Reference noise level measurement locations as shown on Exhibit 5-A. 4 Observed daytime ambient noise levels as shown on Table 5-1. 5 Represents the combined ambient conditions plus the Project daytime operational activities. 6 The noise level increase expected with the addition of the proposed Project daytime operational activities. Significance Criteria as defined in Section 4. 12-112 TABLE 9-7: PROJECT NIGHTTIME NOISE LEVEL INCREASES Total Project Reference Combined Receiver Operational Measurement Ambient Project and Project Threshold � Threshold Location 1 Location a Increase 6 Exceeded? Noise Level' Noise Levels Ambient' R1 46.0 L1 56.0 56.4 0.4 2.0 No R2 38.3 L2 50.6 50.9 0.3 3.0 No R3 32.5 L3 46.8 47.0 0.2 3.0 No R4 31.5 L4 54.6 54.6 0.0 3.0 No R5 28.3 L5 46.6 46.7 0.1 3.0 No 1 See Exhibit 9-A for the sensitive receiver locations. z Total Project nighttime operational noise levels as shown on Table 9-4. 3 Reference noise level measurement locations as shown on Exhibit 5-A. 4 Observed nighttime ambient noise levels as shown on Table 5-1. s Represents the combined ambient conditions plus the Project nighttime operational activities. 6 The noise level increase expected with the addition of the proposed Project nighttime operational activities. Significance Criteria as defined in Section 4. 12-113 10 CONSTRUCTION NOISE IMPACTS Construction noise represents the combination of several types of equipment, the location of the equipment, and the duration of the noise -generating activities through different stages of construction. Each stage of construction involves the use of different types of construction equipment with unique noise characteristics operating at the varying distances within the construction activity area. This section analyzes potential impacts resulting from the short-term construction activities associated with the development of the Project. Exhibit 10-A shows the construction activity boundaries in relation to the nearby sensitive receiver locations. To minimize the short-term construction activities, the Project will provide a temporary 8 to 16-foot high noise barrier during the demolition, site preparation, and grading stage of construction as shown on Exhibit 10-A. 10.1 CONSTRUCTION NOISE SOURCES Noise generated by the Project construction source equipment will include a combination of trucks, power tools, concrete mixers, and portable generators that when combined can reach high levels. The number and mix of construction equipment is expected to occur in the following stages: • Demolition • Site Preparation • Grading • Building Construction • Paving • Architectural Coating This construction noise analysis was prepared using reference noise level measurements taken by Urban Crossroads, Inc. to describe the typical construction activity noise levels for each stage of Project construction. The construction reference noise level measurements represent a list of typical construction activity noise levels. Noise levels generated by heavy construction equipment can range from approximately 68 dBA to more than 80 dBA when measured at 50 feet. However, these noise levels diminish with distance from the construction site at a rate of 6 dBA per doubling of distance. For example, a noise level of 80 dBA measured at 50 feet from the noise source to the receiver would be reduced to 74 dBA at 100 feet from the source to the receiver, and would be further reduced to 68 dBA at 200 feet from the source to the receiver. At distances of less than 50 feet the noise levels will increase at a rate of 6 dBA per halving of distance. 12-114 10.2 CONSTRUCTION REFERENCE NOISE LEVELS To describe the Project construction noise levels, measurements were collected for similar activities at several construction sites. Table 10-1 provides a summary of the construction reference noise level measurements for each stage of construction. Since the reference noise levels were collected at varying distances, all construction noise level measurements presented on Table 10-1 have been adjusted to describe a uniform reference distance of 50 feet. TABLE 10-1: CONSTRUCTION REFERENCE NOISE LEVELS Construction Stage Reference Construction Activity' Reference Noise Level @ 50 Feet (dBA Leq) Highest Reference Noise Level (dBA Leq) Demolition Demolition Activity 67.9 71.9 Backhoe 64.2 Water Truck Pass -By & Backup Alarm 71.9 Site Preparation Scraper, Water Truck, & Dozer Activity 75.3 75.3 Backhoe 64.2 Water Truck Pass -By & Backup Alarm 71.9 Grading Rough Grading Activities 73.5 73.5 Water Truck Pass -By & Backup Alarm 71.9 Construction Vehicle Maintenance Activities 67.5 Building Construction Foundation Trenching 68.2 71.6 Framing 62.3 Concrete Mixer Backup Alarms & Air Brakes 71.6 Paving Concrete Mixer Truck Movements 71.2 71.2 Concrete Paver Activities 65.6 Concrete Mixer Pour & Paving Activities 65.9 Architectural Coating Air Compressors 65.2 65.2 Generator 64.9 Crane 62.3 1 Reference construction noise level measurements taken by Urban Crossroads, Inc. 12-115 EXHIBIT 10-A: CONSTRUCTION ACTIVITY AND RECEIVER LOCATIONS -11, � ss, y All construction activity will be limited to the hours of A 7:00 a.m. to 6:30 p.m. on Mondays to Fridays, and 8:00 '. a.m. to 6:00 p.m. on Saturdays, with no activity CO. ~' allowed on Sundays or national holidays (City of t 9sTy�'1 Newport Beach Municipal Code Section 10.28.040) i LEGEND: Receiver Locations = 8-Foot High Temporary Noise Barrier ® Construction Activity = 16-Foot High Temporary Noise Barrier -0 Distance from receiver to Project site boundary (in feet) 10.3 CONSTRUCTION NOISE ANALYSIS Using the reference construction equipment noise levels, calculations of the Project construction noise level impacts at the nearby sensitive receiver locations were completed. To assess the worst -case construction noise levels, the Project construction noise analysis relies on the highest noise level impacts when the equipment with the highest reference noise level is operating at the closest point from the edge of primary construction activity (Project site boundary) to each receiver location. Table 10-2 presents the highest reference short-term construction noise levels with the planned temporary 8 to 16-foot high screen wall for the demolition, site preparation, and grading stage of construction. The reference construction noise levels used in the analysis include multiple pieces of equipment (scraper, water truck and dozer) operating at once. The highest reference noise level during the Site Preparation stage of construction is used in the construction noise analysis is represented by a Site Preparation activity of 75.3 dBA Leq at 50 feet. The highest reference noise source used in the Project construction noise analysis represents multiple pieces of construction equipment operating simultaneously to conservatively estimate Project construction noise levels. At distances of less than 50 feet the noise levels will increase at a rate of 6 dBA per halving of distance. The temporary noise barrier will be erected between the construction zone and adjacent sensitive receivers as shown on Exhibit 10-A. It will have a minimum height of 8 to 16 feet and be free of gaps and holes and will achieve a Sound Transmission Class (STC) of 35 or greater. The barrier will either be (a) a %-inch-thick plywood wall OR (b) a hanging blanket/curtain with a surface density of at least 2 pounds per square foot. For either configuration, the construction side of the barrier will have an exterior lining of sound absorption material with a Noise Reduction Coefficient (NRC) rating of at least 0.7. Using the highest reference noise level of 75.3 dBA Leq, Table 10-2 provides a summary of the construction noise levels at the nearby noise -sensitive receiver locations. The construction noise levels associated with the proposed Project are expected to create temporarily high noise levels at the nearby receiver locations. To assess the worst -case construction noise levels, this analysis shows the highest noise impacts when the equipment with the highest reference noise level is operating at the closest point from the edge of primary construction activity to each receiver location. Appendix 10.1 includes the detailed calculations for the Project construction noise levels presented in this section. 12-117 TABLE 10-2: CONSTRUCTION ACTIVITY NOISE LEVEL SUMMARY Construction Noise Levels (dBA Leq)' Receiver Locations Demolition Site Preparation Grading Building Construction Paving Architectural Coating Highest Levels' R1 57.4 60.8 59.0 57.1 56.7 50.7 60.8 R2 63.4 66.8 65.0 63.1 62.7 56.7 66.8 R3 58.0 61.4 59.6 57.7 57.3 51.3 61.4 R4 70.3 73.7 71.9 70.0 69.6 63.6 73.7 R5 48.6 52.0 50.2 48.3 47.9 41.9 52.0 1 Noise receiver locations are shown on Exhibit 10-A. 'To minimize the short-term construction activities, the Project will provide a temporary 8 to 16-foot high noise barrier during the demolition, site preparation, and grading stage of construction. 3 Construction noise level calculations based on distance from the project site boundaries (construction activity area) to nearby receiver locations. CadnaA construction noise model inputs are included in Appendix 10.1. 10.4 CONSTRUCTION NOISE LEVEL COMPLIANCE The City of Newport Beach has set restrictions to control noise impacts associated with the construction of the proposed Project. According to the City of Newport Beach Municipal Code Section 10.28.040 (included in Appendix 3.2), construction activities are considered exempt from the noise standards of the noise ordinance if limited to the hours of 7:00 a.m. to 6:30 p.m. on Mondays to Fridays, and 8:00 a.m. to 6:00 p.m. on Saturdays, with no activity allowed on Sundays or national holidays. (2) To evaluate whether the Project will generate potentially significant short-term noise levels at off -site sensitive receiver locations a construction -related the NIOSH noise level threshold of 85 dBA Leq is used to determine whether construction noise will impact nearby sensitive receiver locations. Table 10-3 shows the highest construction noise levels at the potentially impacted receiver locations are estimated to range from 52.0 to 73.7 dBA Leq and will satisfy the NIOSH 85 dBA Leq significance threshold during temporary Project construction activities. The noise impact due to Project construction noise levels is considered a less than significant impact at all nearby sensitive receiver locations. TABLE 10-3: CONSTRUCTION EQUIPMENT NOISE LEVEL COMPLIANCE Receiver Locations Land Use Construction Noise Levels (dBA Leq) Highest Levels' Threshold' Threshold Exceeded?' R1- (204 Tustin Ave.) Residential 60.8 85 No R2 - (124 Tustin Ave.) Residential 66.8 85 No R3 - (Newport Theatre Arts) Park 61.4 85 No R4 - (2400 W. Coast Hwy.) Mixed -Use 73.7 85 No R5 -(Courtyard) Mixed -Use 52.0 85 No Noise receiver locations are shown on Exhibit 10-A. z City of Newport Beach Interactive Map (Zoning) 3 Estimated construction noise levels during peak operating conditions, as shown on Table 10-2. ° Construction noise level threshold as shown on Table 4-2. s Do the estimated Project construction noise levels exceed the construction noise level threshold? 12-118 These less than significant findings are consistent with the 2006 General Plan Environmental Impact Report (EIR) (3): Construction activities would be an ongoing occurrence in the City and, in particular cases, could occur in close proximity to noise -sensitive uses. Although the proposed General Plan Update limits construction activities to specific days of the week and hours of the day, construction equipment generates high noise levels, as shown in Table 4.9-9 and may not always be reducible to the levels specified in the City Noise Ordinance. Section 10.26.035 of the Municipal Code (Exemptions), exempts "noise sources associated with construction, repair, remodeling, demolition, or grading of any real property." Section 10.26.035 also states that construction noise should fall under the provisions of Section 10.28 of the Code (Loud and Unreasonable Noise). Thus, construction noise is not subject to the noise standards in the Municipal Code, but only during limited hours of the day and days of the week. In sum, existing and future construction noise levels at individual construction sites may not substantially differ, but previously unexposed areas could experience new sources of construction noise. Both existing and future noise would be exempt from the City code and when construction noise occurs, impacts would be considered less than significant. 10.5 CONSTRUCTION NOISE ABATEMENT MEASURES Recognizing the potential for Project related short-term construction noise level increases at nearby noise sensitive uses, the following measures are incorporated as design features of the Project. These measures would reduce construction noise in excess of the construction noise estimates shown in Table 10-3. • At least 30 days prior to commencement of demolition or any other construction activities, notification will be given to all residents or businesses within 500 feet of the project site regarding the planned construction activities. The notification will include a brief description of the project, the activities that would occur, and the duration and hours when construction would occur. The notification will also include the telephone number of the construction contractor's authorized representative to respond in the event of a vibration or noise complaint. • Prior to the beginning of construction activities, a sign will be posted at the entrance to the job site, clearly visible to the public, that contains a contact name and telephone number of the construction contractor's authorized representative to respond in the event of a vibration or noise complaint. If the authorized representative receives a complaint, he/she will investigate, take appropriate corrective action, and report the action to the City of Newport Beach's Community Development Director. • All construction -related trips (including worker commuting, material deliveries, and debris/soil hauling) will be routed to minimize pass-bys or residential areas around the project site. • All heavy construction equipment used on the proposed project will be maintained in good operating condition, with all internal combustion, engine -driven equipment fitted with intake and exhaust muffles, air intake silencers, and engine shrouds no less effective than as originally equipped by the manufacturer. • Electrically powered equipment instead of pneumatic or internal combustion powered equipment will be used to the extent possible. 12-119 • All stationary noise -generating equipment will be located as far away as possible from neighboring property lines, with attention paid to the residential complex (currently under construction) to the north of the project site. • All internal combustion engine idling both on the site and at nearby queuing areas will be limited to no more than five minutes for any given vehicle or machine. Signs will be posted at the job site and along queueing lanes to reinforce the prohibition of unnecessary engine idling. • The use of noise producing signals, including horns, whistles, alarms, and bells will be for safety warning purposes only. Smart back-up alarms, which automatically adjust the alarm level based on the background noise level or switch off back-up alarms and replace with human spotters, will be used. 10.6 CONSTRUCTION VIBRATION IMPACTS Construction has the potential to result in varying degrees of temporary ground vibration, depending on the specific construction activities and equipment used. Ground vibration levels associated with various types of construction equipment are summarized on Table 10-4. Based on the representative vibration levels presented for various construction equipment types, it is possible to estimate the human response (annoyance) using the following vibration assessment methods defined by the FTA. To describe the human response (annoyance) associated with vibration impacts the FTA provides the following equation: LVdB(D) = LVdB(25 ft) — 30log(D/25). TABLE 10-4: VIBRATION SOURCE LEVELS FOR CONSTRUCTION EQUIPMENT Equipment Vibration Decibels (VdB) at 25 feet' Small bulldozer 58 Jackhammer 79 Loaded Trucks 86 Large bulldozer 87 Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment It is expected that ground -borne vibration from Project construction activities would cause only intermittent, localized intrusion. The proposed Project's construction activities most likely to cause vibration impacts are: • Heavy Construction Equipment: Although all heavy mobile construction equipment has the potential of causing at least some perceptible vibration while operating close to buildings, the vibration is usually short-term and is not of sufficient magnitude to cause building damage. • Trucks: Trucks hauling building materials to construction sites can be sources of vibration intrusion if the haul routes pass through residential neighborhoods on streets with bumps or potholes. Repairing the bumps and potholes generally eliminates the problem. Ground -borne vibration levels resulting from construction activities occurring within the Project site were estimated by data published by the Federal Transit Administration (FTA). Using the vibration source level of construction equipment provided on Table 10-4 and the construction vibration assessment methodology published by the FTA, it is possible to estimate the Project 12-120 vibration impacts. Table 10-5 shows the highest construction vibration levels are estimated to range from 71.4 to 75.6 VdB at residential uses and buildings where people normally sleep will satisfy the 78 VdB Residential -Daytime vibration thresholds. Therefore, temporary construction related vibration impacts will be less than significant. Moreover, the impacts at the site of the closest sensitive receivers are unlikely to be sustained during the entire construction period but will occur rather only during the times that heavy construction equipment is operating adjacent to the Project site perimeter. 12-121 TABLE 10-5: CONSTRUCTION EQUIPMENT VIBRATION LEVELS Receiver Vibration Levels (VdB)z Distance to Highest Receiver Land Construction Threshold Threshold Location' Use Activity Small Jack- Loaded Large Vibration Vd6 ) 3 ExceededExceeded?(Feet) Bulldozer hammer Trucks Bulldozer Levels( R1 Residential 83' 42.4 63.4 70.4 71.4 71.4 78 No R2 Residential 60' 46.6 67.6 74.6 75.6 75.6 78 No 1 Noise receiver locations are shown on Exhibit 10-A. 2 Based on the Vibration Source Levels of Construction Equipment included on Table 10-4. 3 Federal Transit Administration, Transit Noise and Vibration Impact Assessment. ° Does the vibration level exceed the FTA acceptable vibration level for the given land use? 12-122 This page intentionally left blank 12-123 11 REFERENCES 1. State of California. California Environmental Quality Act, Appendix G & Amendments and Additions to the State CEQA Guidelines. 2019. 2. City of Newport Beach. Municipal Code, Chapter 10.28 Loud and Unreasonable Noise. 3. -. Draft Environmental Impact Report General Plan 2006 Update. April 2006. 4. California Department of Transportation Environmental Program. Technical Noise Supplement - A Technical Supplement to the Traffic Noise Analysis Protocol. Sacramento, CA: s.n., September 2013. 5. Environmental Protection Agency Office of Noise Abatement and Control. Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare with an Adequate Margin of Safety. March 1974. EPA/ONAC 550/9/74-004. 6. U.S. Department of Transportation, Federal Highway Administration, Office of Environment and Planning, Noise and Air Quality Branch. Highway Traffic Noise Analysis and Abatement Policy and Guidance. June, 1995. 7. U.S. Department of Transportation, Federal Highway Administration. Highway Traffic Noise in the United States, Problem and Response. April 2000. p. 3. 8. U.S. Environmental Protection Agency Office of Noise Abatement and Control. Noise Effects Handbook -A Desk Reference to Health and Welfare Effects of Noise. October 1979 (revised July 1981). EPA 550/9/82/106. 9. U.S. Department of Transportation, Federal Transit Administration. Transit Noise and Vibration Impact Assessment. September 2018. 10. Office of Planning and Research. State of California General Plan Guidelines. 2018. 11. City of Newport Beach. General Plan Noise Element. November, 2006. 12. -. Municipal Code, Chapter 10.26 Community Noise Control. 13. National Institute for Occupational Safety and Health. Criteria for Recommended Standard: Occupational Noise Exposure. June 1998. 14. American National Standards Institute (ANSI). Specification for Sound Level Meters ANSI 51.4- 201411EC 61672-1:2013. 15. U.S. Department of Transportation, Federal Highway Administration. FHWA Highway Traffic Noise Prediction Model. December 1978. FHWA-RD-77-108. 16. California Department of Transportation Environmental Program, Office of Environmental Engineering. Use of California Vehicle Noise Reference Energy Mean Emission Levels (Calveno REMELs) in FHWA Highway Traffic Noise Prediction. September 1995. TAN 95-03. 17. California Department of Transportation. Traffic Noise Attenuation as a Function of Ground and Vegetation Final Report. June 1995. FHWA/CA/TL-95/23. 18. City of Newport Beach. General Plan Circulation Element Figure CE1 Master Plan of Streets and Highways. September 2006. 12-124 This page intentionally left blank 12-125 12 CERTIFICATION The contents of this noise study report represent an accurate depiction of the noise environment and impacts associated with the proposed 2510 PCH Mixed -Use Development Project. The information contained in this noise study report is based on the best available data at the time of preparation. If you have any questions, please contact me directly at (949) 336-5979. Bill Lawson, P.E., INCE Principal URBAN CROSSROADS, INC. 260 E. Baker Street, Suite 200 Costa Mesa, CA 92626 (949) 336-5979 blawson@urbanxroads.com EDUCATION Q?,pFES510 �0�ARD��`FZ �0 c� a ti LU m No. TR 2537 sT TRAFFIC �P 11-zFOF CAL►FO/ Master of Science in Civil and Environmental Engineering California Polytechnic State University, San Luis Obispo • December, 1993 Bachelor of Science in City and Regional Planning California Polytechnic State University, San Luis Obispo • June, 1992 PROFESSIONAL REGISTRATIONS PE — Registered Professional Traffic Engineer — TR 2537 • January, 2009 AICP — American Institute of Certified Planners — 013011 • June, 1997—January 1, 2012 PTP — Professional Transportation Planner • May, 2007 — May, 2013 INCE — Institute of Noise Control Engineering • March, 2004 PROFESSIONAL AFFILIATIONS ASA — Acoustical Society of America ITE — Institute of Transportation Engineers PROFESSIONAL CERTIFICATIONS Certified Acoustical Consultant — City of Orange • February, 2011 FHWA-NHI-142051 Highway Traffic Noise Certificate of Training • February, 2013 12-126 This page intentionally left blank 12-127 APPENDIX 3.1: CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.26 12-128 This page intentionally left blank 12-129 Chapter 10.26 COMMUNITY NOISE CONTROL Sections: 10.26.005 Declaration of Policy. 10.26.010 Definitions. 10.26.015 Decibel Measurement Criteria. 10.26.020 Designated Noise Zones. 10.26.025 Exterior Noise Standards. 10.26.030 Interior Noise Standards. 10.26.035 Exemptions. 10.26.040 Schools, Day Care Centers, Churches, Libraries, Museums, Health Care Institutions —Special Provisions. 10.26.045 Heating, Venting and Air Conditioning —Special Provisions. 10.26.050 Sound -Amplifying Equipment. 10.26.055 Noise Level Measurement. 10.26.065 Proposed Developments. 10.26.070 Prima Facie Violation. 10.26.075 Violations. 10.26.080 Violations —Additional Remedies —Injunctions. 10.26.085 City Manager Waiver. 10.26.090 Noise Abatement Programs. 10.26.095 Manner of Enforcement. 10.26.100 Severability. 10.26.005 Declaration of Policy. .................................................................................................................................................................................................................................................................................................................................. A. In order to control unnecessary, excessive and annoying noise in the City of Newport Beach, it is declared to be the policy of the City to prohibit such noise generated from or by all sources as specified in this chapter. B. It is determined that certain noise levels are detrimental to the public health, welfare and safety and contrary to public interest, therefore, the City Council of the City of Newport Beach does ordain and declare that creating, maintaining, causing or allowing to be created, caused or maintained, any noise in a manner prohibited by, or not in conformity with, the provisions of this chapter, is a public nuisance and may be punished as a public nuisance. The ordinance codified in this chapter is effective thirty (30) days from adoption, however, all fixed noise sources existing at the date of adoption shall have ninety (90) days from the date of adoption to achieve compliance with this chapter. (Ord. 95-38 § 11 (part), 1995) 10.26.010 Definitions. .................................................................................................................................................................................................................................................................................................................................. The following words, phrases and terms as used in this chapter shall have the meanings as indicated here: "Agricultural property" means a parcel of real property which is undeveloped for any use other than agricultural purposes. "Ambient noise level" means the all -encompassing noise level associated with a given environment, being a composite of sounds from all sources, excluding the alleged offensive noise, at the location and approximate time at which a comparison with the alleged offensive noise is to be made. "A -weighted sound level" means the total sound level meter with a reference pressure of twenty (20) micropascals using the A -weighted network (scale) at slow response. The unit of measurement shall be defined as DBA. 12-130 "Code Enforcement Officer" means the Code Enforcement Officer of the City or his duly authorized deputy. "Commercial property" means a parcel of real property which is used as either in part or in whole for commercial purposes. "Cumulative period" means an additive period of time composed of individual time segments which may be continuous or interrupted. "Decibel (Db)" means a unit which denotes the ratio between two quantities which are proportional to power: the number of decibels corresponding to the ratio of two amounts of power is ten times the logarithm to the base ten of this ratio. "Dwelling unit" means any area within a structure on any parcel which: 1. Contains separate or independent living facilities for one or more persons, with an area or equipment for sleeping, sanitation and food preparation, and which has independent exterior access to ground level; or 2. Is being utilized for residential purposes by one or more persons separately or independently from occupants of other areas within the structure. "Emergency machinery, vehicle, work or alarm" means any machinery, vehicle, work or alarm used, employed, performed or operated in an effort to protect, provide or restore safety conditions in the community or for the citizenry, or work by private or public utilities when restoring utility service. "Equivalent, noise, level, leq." means the sound level corresponding to a steady state noise level over a given measurement period with the same amount of acoustic energy as the actual time varying noise level. Also known as the energy average noise level during the measurement period. The measurement period shall be fifteen (15) minutes under the terms of this chapter. "Fixed noise source" means a stationary device which creates sounds while fixed or motionless including but not limited to residential, agricultural, industrial and commercial machinery and equipment, pumps, fans, compressors, air conditioners and refrigeration equipment. "Grading" means any excavating of filling of earth material or any combination thereof conducted at a site to prepare said site for construction or other improvements thereon. "Health care institution" means any hospital, convalescent home or other similar facility excluding residential. "Hertz (HZ)" means the unit which describes the frequency of a function periodic in time which is the reciprocal of the period. "Impulsive noise" means a noise of short duration usually less than one second and of high intensity, with an abrupt onset and rapid decay. "Industrial property" means a parcel of real property which is used either in part or in whole for manufacturing purposes. "Intruding noise level" means the total sound level, in decibels, created, caused, maintained or originating from an alleged offensive source at a specified location while the alleged offensive source is in operation. "Licensed" means the issuance of a formal license or permit by the appropriate jurisdictional authority, or where no permits or licenses are issued, the sanctioning of the activity by the jurisdiction as noted in public record. "Major roadway" means any street, avenue, boulevard or highway used for motor vehicle traffic which is owned or controlled by a public government entity. 12-131 "Mobile noise source" means any noise source other than a fixed noise source. "Person" means any individual, firm, partnership, association, corporation, company or organization of any kind, including public agencies. "Residential property" means a parcel of real property which is used either in part or in whole for residential purposes, other than transient uses such as hotels and motels, and residential care facilities. Residential property includes the residential portion of mixed use properties. "Simple tone noise" means a noise characterized by a predominant frequency or frequencies so that other frequencies cannot be readily distinguished. If measured, simple tone noise shall exist if the one-third octave band sound pressure levels in the band with the tone exceeds the arithmetic average of the sound pressure levels of the two continuous one-third octave bands as follows: five Db for frequencies of five hundred (500) Hertz (Hz) and above or, by fifteen (15) Db for frequencies less than or equal to one hundred twenty-three (123) Hz. "Sound level meter" means an instrument meeting American National Standard Institute's Standard S1.4-1971 or most recent revision thereof for Type 2 sound level meters or an instrument and the associated recording and analyzing equipment which will provide equivalent data. "Sound pressure level" of a sound, in decibels, means twenty (20) times the logarithm to the base ten of the ratio of the pressure of the sound to a reference pressure which shall be explicitly stated. "Vibration" means any movement of the earth, ground or other similar surface created by a temporal and spatial oscillation device or equipment located upon, affixed in conjunction with that surface. (Ord. 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 11 — 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, 11, 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: 12-132 ALLOWABLE EXTERIOR NOISE LEVEL (Equivalent Noise Level, Leq) NOISE TYPE OF LAND ZONE USE 7 a.m. to 10 p.m. 10 p.m. to 7 a.m. I Single-, two -or 55 DBA 50 DBA multiple -family residential II Commercial 65 DBA 60 DBA III Residential 60 DBA 50 DBA portions of mixed -use properties IV Industrial or 70 DBA 70 DBA manufacturing 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 TYPE OF LAND ZONE USE I Residential III Residential portions of mixed -use properties ALLOWABLE INTERIOR NOISE LEVEL (Equivalent Noise Level, Leq) 7a.m.to10p.m 45 DBA 45 DBA 10 p.m. to 7 a.m. 40 DBA 40 DBA 12-133 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; C. Any mechanical device, apparatus or equipment used, related to or connected with emergency machinery, vehicle, work or warning alarm or bell, provided the sounding of any bell or alarm on any building or motor vehicle shall terminate its operation within forty-five (45) minutes in any hour of its being activated; D. Noise sources associated with construction, repair, remodeling, demolition or grading of any real property. Such activities shall instead be subject to the provisions of Chapter 10.28 of this title; E. Noise sources associated with construction, repair, remodeling, demolition or grading of public rights -of -way or during authorized seismic surveys; F. All mechanical devices, apparatus or equipment associated with agriculture operations provided that: 1. Operations do not take place between eight p.m. and seven a.m. on weekdays, including Saturday, or at any time Sunday or a federal holiday, or 2. Such operations and equipment are utilized for the protection or salvage of agricultural crops during periods of potential or actual frost damage or other adverse weather conditions, or 3. Such operations and equipment are associated with agricultural pest control through pesticide application, provided the application is made in accordance with permits issued by or regulations enforced 12-134 by the California Department of Agriculture; G. Noise sources associated with the maintenance of real property. Such activities shall instead be subject to the provisions of Chapter 10.28 of this title; H. Any activity to the extent regulation thereof has been preempted by state or federal law. NOTE: Preemption may include motor vehicle, aircraft in flight, and railroad noise regulations; I. Any noise sources associated with people and/or music associated with a party at a residential property. Such noise is difficult to measure under the terms of this chapter and instead shall be subject to the provisions of Chapters 10.28 and 10.58 of this title; J. Any noise sources associated with barking dogs or other intermittent noises made by animals on any properly within the City of Newport Beach. Such noise is difficult to measure under the terms of this chapter and instead shall be subject to the provisions of Chapter 7.20 of this Code; K. Any noise sources associated with the operation of a permanently installed heating, venting and air conditioning (HVAC) equipment on a residential property permitted under the provisions of Section 10.26.045(B) and (C); L. Any noise sources specifically identified and mitigated under the provisions of a use permit, modification permit, development agreement or planned community district development plan adopted prior to the date of adoption of this chapter. (Ord. 95-53 § 3, 1995; Ord. 95-38 § 11 (part), 1995) 10.26.040 Schools, Day Care Centers, Churches, Libraries, Museums, Health Care Institutions —Special Provisions. .................................................................................................................................................................................................................................................................................................................................. It is unlawful for any person to create any noise which causes the noise level at any school, day care center, hospital or similar health care institution, church, library or museum while the same is in use, to exceed the noise standards specified in Section 10.26.025 prescribed for the assigned Noise Zone I (residential uses). (Ord. 95-38 § 11 (part), 1995) 10.26.045 Heating, Venting and Air Conditioning —Special Provisions. A. New HVAC Equipment. New permits for heating, venting and air conditioning (HVAC) equipment in or adjacent to residential areas shall be issued only where installations can be shown by computation, based on the sound rating of the proposed equipment, not to exceed an A -weighted sound pressure level of fifty (50) DBA or not to exceed an A -weighted sound pressure level of fifty-five (55) dBA and be installed with a timing device that will deactivate the equipment during the hours of ten p.m. to seven a.m. The method of computation used shall be that specified in "Standard Application of Sound Rated Outdoor Unitary Equipment," Standard 275, Air conditioning and Refrigeration Institute, 1984 or latest revision thereof. B. Existing HVAC Equipment. 1. HVAC equipment legally installed prior to April 22, 1981, shall be permitted to operate with an exterior noise limit of sixty-five (65) dBA until January 1, 1998. 2. HVAC equipment legally installed prior to April 22, 1981, shall be exempted from the interior noise level standard as specified in Section 10.26.030 of this chapter until January 1, 1998. 3. HVAC equipment legally installed after April 22, 1981, and prior to the date of adoption of this chapter shall not exceed a maximum exterior noise limit of fifty-five (55) dBA during the ninety -day compliance period set forth in Section 10.26.005. 12-135 C. In the event that HVAC equipment cannot meet the requirements set forth in this chapter, then the exterior noise limit for such equipment may be raised to sixty-five (65) dBA and exempted from the interior noise level standard as specified in Section 10.26.030 of this chapter, provided that the applicant obtains the written consent of all the owners of the affected properties. (Ord. 95-38 § 11 (part), 1995) 10.26.050 Sound -Amplifying Equipment. ......................................................................................................................................... Loudspeakers, sound amplifiers, public address systems or similar devices used to amplify sounds shall be subject to the provisions of Chapter 10.32 of this title. Such sound -amplifying equipment shall not be construed to include electronic devices, including but not limited to, radios, tape players, tape recorders, compact disc players, electric keyboards, music synthesizers, record players or televisions, which are designed and operated for personal use, or used entirely within a building and are not designed or used to convey the human voice, music or any other sound to an audience outside such building, or which are used in vehicles and heard only by occupants of the vehicle in which installed, which shall be subject to the provisions of Chapter 10.28 of this title. (Ord. 95-38 § 11 (part), 1995) 10.26.055 Noise Level Measurement. ............................................................................................................................ A. The location selected for measuring exterior noise levels in a residential area shall be at any part of a private yard, patio, deck or balcony normally used for human activity and identified by the owner of the affected property as suspected of exceeding the noise level standard. This location may be the closest point in the private yard or patio, or on the deck or balcony, to the noise source, but should not be located in nonhuman activity areas such as trash container storage areas, planter beds, above or contacting a property line fence, or other areas not normally used as part of the yard, patio, deck or balcony. The location selected for measuring exterior noise levels in a nonresidential area shall be at the closest point to the noise source. The measurement microphone height shall be five feet above finish elevation or, in the case of a deck or balcony, the measurement microphone height shall be five feet above the finished floor level. B. The location selected for measuring interior noise levels shall be made within the affected residential unit. The measurements shall be made at a point at least four feet from the wall, ceiling or floor, or within the frame of a window opening, nearest the noise source. The measurements shall be made with windows in an open position. (Ord. 95-38 § 11 (part), 1995) 10.26.065 Proposed Developments. ........................................................................................................................ Each department whose duty it is to review and approve new projects or changes to existing projects that result or may result in the creation of noise shall consult with the Code Enforcement Officer prior to any such approval. If at any time the Code Enforcement Officer has reason to believe that a standard, regulation, action, proposed standard, regulation or action of any department respecting noise does not conform to the provisions as specified in this chapter, the Code Enforcement Officer may request such department to consult with him on the advisability of revising such standard or regulation to obtain uniformity. (Ord. 95-38 § 11 (part), 1995) 10.26.070 Prima Facie Violation. Any noise exceeding the noise level standard as specified in Section 10.26.025 and 10.26.030 of this chapter, shall be deemed to be prima facie evidence of a violation of the provisions of this chapter. (Ord. 95-38 § 11 (part), 1995) 10.26.075 Violations. ........................................................................... Any persons violating any of the provisions of this chapter shall be deemed guilty of an infraction. (Ord. 95-38 § 11 (part), 1995) 12-136 10.26.080 Violations —Additional Remedies —Injunctions. A. As an additional remedy, the operation or maintenance of any device, instrument, vehicle or machinery in violation of any provisions of this chapter which operation or maintenance causes or creates sound levels exceeding the allowable standards as specified in this chapter shall be deemed and is declared to be a public nuisance and may be subject to abatement summarily by a restraining order or injunction issued by a court of competent jurisdiction. B. Any violation of this chapter is declared to be a public nuisance and may be abated in accordance with law. The expense of this chapter is declared to be public nuisance and may be by resolution of the City Council declared to be a lien against the property on which such nuisance is maintained, and such lien shall be made a personal obligation of the property owner. (Ord. 95-38 § 11 (part), 1995) 10.26.085 City Manager Waiver. ......................................................................................................... The City Manager is authorized to grant a temporary waiver to the provisions of this chapter for a period of time not to exceed thirty (30) days if such temporary waiver would be in the public interest and there is no feasible and prudent alternative to the activity, or the method of conducting the activity, for which the temporary waiver is sought. (Ord. 95-38 § 11 (part), 1995) 10.26.090 Noise Abatement Programs. A. In circumstances which adopted community -wide noise standards and policies prove impractical in controlling noise generated from a specific source, the City Council may establish a noise abatement program which recognizes the characteristics of the noise source and affected property and which incorporates specialized mitigation measures. B. Noise abatement programs shall set forth in detail the approved terms, conditions and requirements for achieving maximum compliance with noise standards and policies. Said terms, conditions and requirements may include, but shall not be limited to, limitations, restrictions, or prohibitions on operating hours, location of operations, and the types of equipment. (Ord. 95-38 § 11 (part), 1995) 10.26.095 Manner of Enforcement. ......................................................................................................................................................................................................................................................................................................................... A. The City Code Enforcement Officer is directed to enforce the provisions of this chapter and may issue citations for any violation of the provisions of this chapter or violations of this chapter may be prosecuted or enforced in the same manner as other infractions pursuant to this Code; provided, however, that in the event of an initial violation of the provisions of this chapter, a written notice may be given to the alleged violator which specifies the time by which the condition shall be corrected. B. No person shall interfere with, oppose or resist any authorized person charged with the enforcement of this chapter while such person is engaged in the performance of his/her duty. C. In the event the alleged violator cannot be located in order to serve any notice, the notice shall be deemed to be given upon mailing such notice by registered or certified mail to the alleged violator at his last known address or at the place where the violation occurred in which event the specified time period for abating the violation or applying for a variance shall commence at the date of the day following the mailing of such notice. (Ord. 95-38 § 11 (part), 1995) 10.26.100 Severability. ................................................................................................................................................................................................................................................................................................................................ If any provision, clause, sentence, or paragraph of this chapter, or the application thereof to any person or circumstance shall be held invalid, such invalidity shall not affect the other provisions of this chapter which can be 12-137 given effect without the invalid provisions or application and, to this end, the provisions of this chapter are hereby declared to be severable. (Ord. 95-38 § 11 (part), 1995) The Newport Beach Municipal Code is current through Ordinance 2019-14, passed September 10, 2019. Disclaimer: The City Clerk's Office has the official version of the Newport Beach Municipal Code. Users should contact the City Clerk's Office for ordinances passed subsequent to the ordinance cited above. 12-138 This page intentionally left blank 12-139 APPENDIX 3.2: CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.28 12-140 This page intentionally left blank 12-141 Chapter 10.28 LOUD AND UNREASONABLE NOISE* Sections: 10.28.005 Policy. 10.28.007 Loud and Unreasonable Noise is Prohibited. 10.28.010 Loud and Unreasonable Noise. 10.28.020 Loud and Raucous Noise from Sound -Making or Amplifying Devices Prohibited. 10.28.040 Construction Activity —Noise Regulations. 10.28.045 Real Property Maintenance —Noise Regulations. 10.28.050 Exceptions. Sound -amplifying equipment —See Chapter 10.32. Prior history: 1949 Code § 4208; Ords. 1191, 1802, 87-11, 87-17 and 93-7. 10.28.005 Policy. .................................................................................................. It is found and declared as follows: A. The making, allowing, creation or maintenance of loud and unreasonable, unnecessary, or unusual noises which are prolonged, unusual, annoying, disturbing and/or unreasonable in their time, place and use are a detriment to public health, comfort, convenience, safety, general welfare and the peace and quiet of the City and its inhabitants. B. The necessity in the public interest for the provisions and prohibitions contained and enacted is to declare as a matter of legislative determination and public policy, and it is further declared that the provisions and prohibitions contained and enacted are in pursuance of and for the purpose of securing and promoting the public health, comfort, convenience, safety, general welfare and property and the peace and quiet of the City and its inhabitants. (Ord. 2001-4 § 1, 2001) 10.28.007 Loud and Unreasonable Noise is Prohibited. ............................................................................................................................................................................................................................................................................................................................... It is unlawful for any person or property owner to make, continue, cause or allow to be made any loud, unreasonable, unusual, penetrating or boisterous noise, disturbance or commotion which annoys, disturbs, injures or endangers the comfort, repose, health, peace and quiet within the limits of the City, and the acts and things listed in this chapter, among others, are declared to be loud, disturbing, injurious and unreasonable noises in violation of this Chapter, but shall not be deemed to be exclusive. (Ord. 2001-4 § 2, 2001) 10.28.010 Loud and Unreasonable Noise. It is unlawful for any person or property owner to willfully make, allow, continue or cause to be made, allowed, or continued, any loud and unreasonable, unnecessary, or disturbing noise, including, but not limited to, yelling, shouting, hooting, whistling, singing, playing music, or playing a musical instrument, which disturbs the peace, comfort, quiet or repose of any area or which causes discomfort or annoyance to any reasonable person of normal sensitivities in the area, after a peace or code enforcement officer has first requested that the person or property owner cease and desist from making or continuing, or causing to make or continue, such loud, unreasonable, unnecessary, excessive or disturbing noise. The factors, standards, and conditions which should be considered in determining whether a violation of the provisions of this section has been committed, include, but are not limited to, the following: A. The level of the noise; 12-142 B. Whether the nature of the noise is usual or unusual; C. Whether the origin of the noise is natural or unnatural; D. The level and intensity of the background (ambient) noise, if any; E. The proximity of the noise to residential or commercial sleeping areas; F. The nature and zoning of the area within which the noise emanates; G. The density of inhabitation of the area within which the noise emanates; H. The time of day and night the noise occurs; I. The duration of the noise; J. Whether the noise is constant, or recurrent or intermittent; and K. Whether the noise is produced by a commercial or noncommercial activity; L. If the noise is produced by a commercial activity, whether the use is lawful under the provisions of Title 20 of this Code and whether the noise is one that could reasonably be expected from the commercial activity. M. Penalties. Any person who violates any provision of this section is guilty of a misdemeanor, unless the violation is deemed an infraction pursuant to the provisions of Section 1.04.010 of this Code. (Ord. 2001-4 § 3 (part), 2001: Ord. 95-38 § 3 (part), 1995) 10.28.020 Loud and Raucous Noise from Sound -Making or Amplifying Devices Prohibited. .................................................................................................................................................................................................................................................................................................................................. A. It is unlawful for any person to cause, allow or permit the emission or transmission of any loud or raucous noise from any sound -making or sound -amplifying device in his possession or under his control: 1. Upon any private property; or 2. Upon any public street, alley, sidewalk or thoroughfare; or 3. In or upon any public park, beach or other public place or property. B. The words "loud and raucous noise," as used herein, shall mean any sound or any recording thereof when amplified or increased by any electrical, mechanical or other device to such volume, intensity or carrying power as to unreasonably interfere with the peace and quiet of other persons within or upon any one or more of such places or areas, or as to unreasonably annoy, disturb, impair or endanger the comfort, repose, health, or safety of other persons within or upon any one or more such places or areas. C. The word "unreasonably," as used herein, shall include, but not be limited to, consideration of the hour, place, nature and circumstances of the emission or transmission of any such loud and raucous noise. D. Penalties. Any person who violates any provision of this section is guilty of a misdemeanor unless the violation is deemed an infraction pursuant to the provisions of Section 1.04.010 of this Code. (Ord. 2001-4 § 3 (part), 2001: Ord. 95-38 § 3 (part), 1995) 10.28.040 Construction Activity —Noise Regulations. .................................................................................................................................................................................................................................................................................................................................. A. No person shall, while engaged in construction, remodeling, digging, grading, demolition, painting, plastering or any other related building activity, operate any tool, equipment or machine in a manner which produces loud 12-143 noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, unless authorized to do so in accordance with subsection (B) of this section. B. The provisions of subsection (A) of this section shall not apply to the following: 1. Work performed on any weekday, which is not a federal holiday, between the hours of 7:00 a.m. and 6:30 p.m. 2. Work performed on a Saturday, in any area of the City that is not designated as a high -density area, between the hours of 8:00 a.m. and 6:00 p.m. 3. Emergency work performed pursuant to written authorization of the Community Development Director, or his or her designee. 4. Maintenance, repair or improvement of any public work or facility by public employees, by any person or persons acting pursuant to a public works contract, or by any person or persons performing such work or pursuant to the direction of, or on behalf of, any public agency; provided, however, this exception shall not apply to the City of Newport Beach, or its employees, contractors or agents, unless: a. The City Manager or department director determines that the maintenance, repair or improvement is immediately necessary to maintain public services; b. The maintenance, repair or improvement is of a nature that cannot feasibly be conducted during normal business hours; or c. The City Council has approved project specifications, contract provisions, or an environmental document that specifically authorizes construction during hours of the day which would otherwise be prohibited pursuant to this section. C. No landowner, construction company owner, contractor, subcontractor, or employer shall permit or allow any person or persons working under their direction and control to operate any tool, equipment or machine in violation of the provisions of this section. D. Any person who violates any provision of this section is guilty of a misdemeanor unless the violation is deemed an infraction pursuant to the provisions of Section 1.04.010, or any successor section, of this Code. E. Designated High -Density Area. The term "designated high -density area" shall mean any shaded area on the following map. See Exhibit A*. The geographical boundaries of a homeowners' association, as defined in subsection (F) of this section, shall be excluded from the definition of a "designated high -density area" if the City Council adopts a resolution pursuant to subsection (F) of this section. F. A homeowners' association located within a designated high -density area may exclude the geographical boundaries of the homeowners' association from the definition of a designated high -density area if: 1. The board of directors of the homeowners' association votes to approve a resolution or letter declaring its desire to exempt its geographical boundaries from the definition of a designated high -density area; 2. The board of directors submits the approved resolution or letter to the City Clerk for consideration by the City Council; and 3. The City Council adopts a resolution finding that exempting the geographical boundaries of the homeowners' association from the definition of a designated high -density area will not negatively affect surrounding property owners. 12-144 For the purpose of this subsection, a "homeowners' association" means an organization consisting of at least thirty (30) voting members whose properties connect in a contiguous manner and whose operation is governed by a board of directors. (Ord. 2019-11 §§ 1, 2, 2019; Ord. 2019-9 § 1, 2019: Ord. 2013-11 § 35, 2013; Ord. 2001-4 § 3 (part), 2001: Ord. 95-38 § 3 (part), 1995) "Exhibit A is on file in the City Clerk's office. 10.28.045 Real Property Maintenance —Noise Regulations. A. Weekdays and Saturdays. No person shall, while engaged in maintenance of real property, operate any tool, equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, except between the hours of seven a.m. and six -thirty p.m., Monday through Friday, nor on any Saturday, except between the hours of eight a.m. and six p.m. B. Sundays and Holidays. No person shall, while engaged in maintenance of real property, operate any tool, equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, on any Sunday or any federal holiday. C. No landowner, gardener, property maintenance service, contractor, subcontractor or employer shall permit or allow any person or persons working under their direction and control to operate any tool, equipment or machine in violation of the provisions of this section. D. After January 1, 1996, mechanical blowers, as defined in Section 6.04.055, shall not be operated at a noise level that exceeds an A -weighted sound pressure level of seventy (70) dBA, as measured at a distance of fifty (50) feet. After January 1, 1999, such equipment shall not be operated at a noise level that exceeds an A - weighted sound pressure level of sixty-five (65) dBA, as measured from a distance of fifty (50) feet. E. Exceptions. The provisions of this section shall not apply to the following: 1. Emergency property maintenance authorized by the Community Development Director, or his or her designee; 2. The maintenance, repair or improvement of any public work or facility by public employees, by any person or persons acting pursuant to a public works contract, or by any person or persons performing such work or pursuant to the direction of, or on behalf of, any public agency; provided, however, this exception shall not apply to the City of Newport Beach, or its employees, contractors or agents, unless: a. The City Manager or department director determines that the maintenance, repair or improvement is immediately necessary to maintain public service, b. The maintenance, repair or improvement is of a nature that cannot feasibly be conducted during normal business hours, c. The City Council has approved project specifications, contract provisions, or an environmental document that specifically authorizes construction during hours of the day which would otherwise be prohibited pursuant to this section; 3. Greens maintenance on golf courses conducted between the hours of six a.m. and eight p.m. and all other types of golf course maintenance between the hours of seven a.m. and eight p.m., provided no maintenance activity commences before six a.m. F. Penalties. Any person who violates any provision of this section is guilty of a misdemeanor unless the violation is deemed an infraction pursuant to the provisions of Section 1.04.010 of this Code. (Ord. 2019-9 § 2, 2019; Ord. 2001-4 § 3 (part), 2001: Ord. 95-38 § 3 (part), 1995) 12-145 10.28.050 Exceptions. .................................................................................................................................................................................................................................................................................................................................. The provisions of Sections 10.28.040 and 10.28.045 shall not be construed to prohibit such work at different hours by or under the direction of any other public agency in cases of necessity or emergency. (Ord. 2001-4 § 3 (part), 2001: Ord. 95-38 § 3 (part), 1995) The Newport Beach Municipal Code is current through Ordinance 2019-14, passed September 10, 2019. Disclaimer: The City Clerk's Office has the official version of the Newport Beach Municipal Code. Users should contact the City Clerk's Office for ordinances passed subsequent to the ordinance cited above. 12-146 This page intentionally left blank 12-147 APPENDIX 5.1: STUDY AREA PHOTOS 12-148 This page intentionally left blank 12-149 'AA FA I IL #O �d - C�V i' I i • i i VA an LIJ u ul EU 71 ^; '- �ti . �" SRC `_ ••fir - T• � _ .4 rca�. woo � r w P I 1 JN: 12954 Study Area Photos L5_5 33, 37' 13.110000", 117, 55' 20.010000" L5_W 33, 37' 13.340000", 117, 55' 19.770000" 12-153 APPENDIX 5.2: NOISE LEVEL MEASUREMENT WORKSHEETS 12-154 This page intentionally left blank 12-155 24-Hour Noise Level Measurement Summary Date: Wednesday, October 2, 2019 Location: L1- Located south of 204 Tustin Ave near the side yard of the Meter: Piccolo II JN: 12954 Project: 2510 PCH Mixed -Use Development single-family home. Analyst: P. Mara Readings.. 85.0 80.0 - m 75.0 - `a 70.0 - 65.0 - 60.0 - 2- 55.0 - 3 50.0 - 0 45.0 - = 40.0 - 35 0 r ■■ M ME ■ ME rim • ■■ M r'7MIllZlIMM ME A M 0 FMM ■■mm ■ " ■ M01 M9 M Mi116=1= 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hour Beginning ,, ,. 0 48.2 54.5 45.6 53.9 51.3 50.0 47.3 45.9 45.7 0.0 0.0 0.0 48.2 10.0 58.2 1 44.7 51.9 42.0 51.5 49.1 46.5 43.5 42.3 42.0 0.0 0.0 0.0 44.7 10.0 54.7 2 49.3 55.6 45.9 55.1 52.6 51.5 48.4 46.1 45.9 0.0 0.0 0.0 49.3 10.0 59.3 Night 3 45.8 48.3 43.9 48.1 47.4 47.0 45.6 44.3 44.0 0.0 0.0 0.0 45.8 10.0 55.8 4 54.7 66.5 48.5 65.9 61.6 56.4 50.4 48.7 48.6 0.0 0.0 0.0 54.7 10.0 64.7 5 51.0 56.6 48.3 56.4 54.7 52.9 50.2 48.6 48.4 0.0 0.0 0.0 51.0 10.0 61.0 6 64.4 76.0 52.0 75.6 72.4 68.4 55.3 52.8 52.3 0.0 0.0 0.0 64.4 10.0 74.4 7 64.4 76.4 52.1 76.0 72.3 68.0 55.9 52.7 52.2 0.0 0.0 0.0 64.4 0.0 64.4 8 59.1 70.6 50.0 69.7 65.6 61.9 55.0 50.5 50.1 0.0 0.0 0.0 59.1 0.0 59.1 9 63.7 72.0 56.4 71.5 68.8 66.7 61.8 57.4 56.6 0.0 0.0 0.0 63.7 0.0 63.7 10 60.4 68.7 54.8 68.2 65.4 63.4 58.2 55.5 55.0 0.0 0.0 0.0 60.4 0.0 60.4 11 59.4 72.5 51.5 71.0 65.3 61.6 54.9 52.0 51.6 0.0 0.0 0.0 59.4 0.0 59.4 12 57.4 66.9 51.9 66.4 63.1 60.3 54.8 52.3 52.0 0.0 0.0 0.0 57.4 0.0 57.4 Day 13 58.1 67.5 51.7 67.0 63.9 61.6 55.1 52.2 51.9 0.0 0.0 0.0 58.1 0.0 58.1 14 58.5 66.5 52.1 66.0 63.7 62.4 55.5 52.5 52.2 0.0 0.0 0.0 58.5 0.0 58.5 15 58.0 65.3 54.3 64.9 62.5 60.4 56.5 54.7 54.4 0.0 0.0 0.0 58.0 0.0 58.0 16 60.3 69.5 54.4 69.0 66.1 63.7 57.5 54.8 54.5 0.0 0.0 0.0 60.3 0.0 60.3 17 59.8 70.2 53.3 69.6 66.2 62.8 56.5 53.7 53.4 0.0 0.0 0.0 59.8 0.0 59.8 18 59.1 68.8 53.2 68.4 1 65.1 61.9 56.4 53.6 53.3 0.0 1 0.0 0.0 59.1 0.0 59.1 19 58.3 67.8 51.5 67.6 64.9 62.4 54.5 52.1 51.6 0.0 0.0 0.0 58.3 5.0 63.3 Evening 20 54.2 62.3 49.7 61.9 59.1 56.7 52.3 50.1 49.8 0.0 0.0 0.0 54.2 5.0 59.2 21 54.8 62.3 50.5 61.9 59.9 57.9 53.0 50.9 50.6 0.0 0.0 0.0 54.8 5.0 59.8 22 51.2 59.4 47.2 58.8 56.0 54.0 49.4 47.5 47.3 0.0 0.0 0.0 51.2 10.0 61.2 Night 23 1 46.4 1 55.0 1 41.8 1 54.7 1 52.3 1 49.9 1 44.0 1 42.1 1 41.9 1 0.0 1 0.0 1 0.0 1 46.4 1 10.0 1 56.4 i .. Min 57.4 65.3 50.0 64.9 62.5 60.3 54.8 50.5 50.1 0.0 0.0 0.0 Da y Max 64.4 76.4 56.4 76.0 72.3 68.0 61.8 57.4 56.6 0.0 0.0 0.0 Energy Average 60.4 Average: 69.0 65.7 62.9 56.5 53.5 53.1 0.0 0.0 0.0 58.8159.9 56.0 Evening Min 54.2 62.3 49.7 61.9 59.1 56.7 52.3 50.1 49.8 0.0 0.0 0.0 Max 58.3 67.8 51.5 67.6 64.9 62.4 54.5 52.1 51.6 0.0 1 0.0 0.0 Energy Average 56.2 Average: 63.8 61.3 59.0 53.3 51.0 50.7 0.0 0.0 0.0 Min 44.7 48.3 41.8 48.1 47.4 46.5 43.5 42.1 41.9 0.0 0.0 0.0 Night 1 63.5 Max 64.4 76.0 52.0 75.6 72.4 68.4 55.3 52.8 52.3 0.0 0.0 0.0 Energy Average 56.0 Average: 57.8 55.3 53.0 48.2 46.5 46.2 0.0 0.0 0.0 OURBAM U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L1_N 12-156 24-Hour Noise Level Measurement Summary Date: Wednesday, October 2, 2019 Location: L2 - Located near the parking meters in the parking lot Meter: Piccolo II JN: 12954 Project: 2510 PCH Mixed -Use Development adjacent to 124 Tustin Ave. Analyst: P. Mara dBA Readings (unadjusted) 85.0 80.0 75.0 m 70.0 `a 65.0 - 60.0 n 55.0 Ln � O 3 50.0 O lD O � ui N tD a0 00 ri M 5.0 3' 40.0 a Ln tD Ln Ln %0 a `n Ln Ln Ln Ln Ln Ln 35.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hour Beginning 0. ,. 0 49.0 56.7 40.5 56.5 56.0 55.6 42.4 40.7 40.6 0.0 0.0 0.0 49.0 10.0 59.0 1 42.6 49.5 39.7 49.2 47.1 45.2 41.0 39.9 39.8 0.0 0.0 0.0 42.6 10.0 52.6 2 53.0 60.6 40.7 60.6 60.4 60.3 44.1 41.2 40.8 0.0 0.0 0.0 53.0 10.0 63.0 Night 3 43.4 48.9 41.5 48.6 46.4 44.9 42.7 41.8 41.6 0.0 0.0 0.0 43.4 10.0 53.4 4 47.1 54.6 43.8 54.2 52.0 49.1 45.5 44.1 43.9 0.0 0.0 0.0 47.1 10.0 57.1 5 49.2 56.1 45.6 55.7 53.3 51.5 48.1 45.9 45.7 0.0 0.0 0.0 49.2 10.0 59.2 6 56.3 65.1 49.3 64.6 62.3 60.5 53.1 49.9 49.5 0.0 0.0 0.0 56.3 10.0 66.3 7 59.8 68.6 51.3 68.3 66.8 64.5 55.1 52.0 51.5 0.0 0.0 0.0 59.8 0.0 59.8 8 57.5 71.0 48.7 68.9 62.1 60.1 54.0 49.5 48.9 0.0 0.0 0.0 57.5 0.0 57.5 9 56.1 62.0 51.2 61.5 59.8 58.8 55.2 51.9 51.4 0.0 0.0 0.0 56.1 0.0 56.1 10 64.7 71.7 61.2 71.3 68.9 67.4 63.1 61.6 61.3 0.0 0.0 0.0 64.7 0.0 64.7 11 54.4 59.9 49.2 59.5 58.0 57.1 53.3 49.9 49.4 0.0 0.0 0.0 54.4 0.0 54.4 12 54.6 60.3 50.2 59.8 58.1 56.9 53.8 50.8 50.3 0.0 0.0 0.0 54.6 0.0 54.6 Day 13 55.9 63.6 48.8 63.0 60.9 59.6 53.4 49.6 49.0 0.0 0.0 0.0 55.9 0.0 55.9 14 54.2 60.1 48.0 59.7 58.3 57.4 52.7 48.5 48.1 0.0 0.0 0.0 54.2 0.0 54.2 15 53.5 59.3 49.4 58.6 57.0 56.0 52.6 49.8 49.5 0.0 0.0 0.0 53.5 0.0 53.5 16 56.1 64.6 50.3 64.0 61.8 59.8 53.6 50.9 50.5 0.0 0.0 0.0 56.1 0.0 56.1 17 56.2 63.2 49.6 62.7 61.0 59.8 53.4 50.2 49.7 0.0 0.0 0.0 56.2 0.0 56.2 18 54.5 61.6 49.3 61.2 1 59.0 57.4 53.0 49.9 49.4 0.0 1 0.0 0.0 54.5 0.0 54.5 19 53.4 60.8 48.1 60.5 58.6 56.4 51.7 48.6 48.2 0.0 0.0 0.0 53.4 5.0 58.4 Evening 20 50.8 57.9 45.5 57.4 55.2 53.5 49.5 46.0 45.6 0.0 0.0 0.0 50.8 5.0 55.8 21 54.8 59.5 52.5 59.1 57.3 56.3 54.2 52.9 52.6 0.0 0.0 0.0 54.8 5.0 59.8 22 51.1 56.1 48.0 55.8 54.2 53.0 50.4 48.3 48.1 0.0 0.0 0.0 51.1 10.0 61.1 Night 23 1 44.3 1 51.5 1 39.7 51.1 49.1 1 47.4 1 42.4 1 40.0 1 39.8 0.0 0.0 1 0.0 1 44.3 1 10.0 1 54.3 Min 53.5 59.3 48.0 58.6 57.0 56.0 52.6 48.5 48.1 0.0 0.0 0.0 191 Da y Max 64.7 71.7 61.2 71.3 68.9 67.4 63.1 61.6 61.3 0.0 0.0 0.0 Energy Average 57.9 Average: 63.2 61.0 59.6 54.4 51.2 50.7 0.0 0.0 0.0 55.8 57.3 Evening Min 50.8 57.9 45.5 57.4 55.2 53.5 49.5 46.0 45.6 0.0 0.0 0.0 Y.6 Max 54.8 60.8 52.5 60.5 58.6 56.4 54.2 52.9 52.6 0.0 0.0 0.0 Energy Average 53.3 Average: 59.0 57.0 55.4 51.8 49.2 48.8 0.0 0.0 0.0 Min 42.6 48.9 39.7 48.6 46.4 44.9 41.0 39.9 39.8 0.0 0.0 0.0 Night 59.2 Max 56.3 65.1 49.3 64.6 62.3 60.5 53.1 49.9 49.5 0.0 0.0 0.0 Energy Average 50.6 Average: 55.1 53.4 52.0 45.5 43.5 43.3 0.0 0.0 0.0 U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L2_M URBAN CROSSROADS 12-157 24-Hour Noise Level Measurement Summary Date: Wednesday, October 2, 2019 Location: L3 - Located in the parking lot South of Newport Theatre Arts Meter: Piccolo II JN: 12954 Project: 2510 PCH Mixed -Use Development Center. Analyst: P. Mara 85.0 80.0 - m 75.0 - `a 70.0 - 65.0 - 60.0 - 2- 55.0 - 3 50.0 - 0 45.0 - = 40.0 - 35 0 ■■ ■■ �■ ■■■�■ ■■ Nunn �■ ■■ ■ ■■ ■■ ■■ I I I I I 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hour Beginning 0. ,. 0 42.7 46.6 40.0 46.5 45.8 45.2 41.9 40.2 40.0 0.0 0.0 0.0 42.7 10.0 52.7 1 40.5 43.2 38.6 43.2 42.8 42.3 40.0 38.7 38.7 0.0 0.0 0.0 40.5 10.0 50.5 2 46.5 49.3 43.9 49.3 49.0 48.5 46.1 44.2 44.0 0.0 0.0 0.0 46.5 10.0 56.5 Night 3 49.5 55.6 46.3 55.4 54.2 52.7 47.7 46.4 46.3 0.0 0.0 0.0 49.5 10.0 59.5 4 46.1 47.6 44.9 47.6 47.4 47.2 45.9 45.0 44.9 0.0 0.0 0.0 46.1 10.0 56.1 5 47.3 49.8 45.4 49.8 49.5 49.0 46.9 45.6 45.4 0.0 0.0 0.0 47.3 10.0 57.3 6 48.7 50.5 47.3 50.5 50.2 50.0 48.5 47.4 47.3 0.0 0.0 0.0 48.7 10.0 58.7 7 49.0 50.3 47.8 50.2 50.0 49.9 48.9 47.9 47.8 0.0 0.0 0.0 49.0 0.0 49.0 8 49.3 51.0 47.8 51.0 50.7 50.5 49.1 48.0 47.9 0.0 0.0 0.0 49.3 0.0 49.3 9 56.3 57.5 54.9 57.5 57.4 57.3 56.3 55.0 54.9 0.0 0.0 0.0 56.3 0.0 56.3 10 56.4 60.3 51.7 60.3 59.9 59.4 54.8 52.0 51.8 0.0 0.0 0.0 56.4 0.0 56.4 11 54.1 56.4 52.0 56.3 56.0 55.6 53.9 52.2 52.1 0.0 0.0 0.0 54.1 0.0 54.1 12 52.1 53.9 50.7 53.9 53.6 53.4 51.8 50.8 50.7 0.0 0.0 0.0 52.1 0.0 52.1 Day 13 53.3 56.1 50.7 56.0 55.7 55.3 52.9 50.9 50.7 0.0 0.0 0.0 53.3 0.0 53.3 14 56.0 59.1 53.3 59.0 58.6 58.0 55.5 53.5 53.3 0.0 0.0 0.0 56.0 0.0 56.0 15 53.8 58.1 51.6 58.0 57.2 56.2 52.9 51.8 51.7 0.0 0.0 0.0 53.8 0.0 53.8 16 55.3 58.4 52.8 58.3 58.0 57.5 54.8 53.0 52.9 0.0 0.0 0.0 55.3 0.0 55.3 17 53.7 57.1 51.4 57.0 56.6 56.0 53.0 51.5 51.4 0.0 0.0 0.0 53.7 0.0 53.7 18 54.0 56.9 51.7 56.8 1 56.4 55.9 53.5 51.9 51.8 0.0 1 0.0 0.0 54.0 0.0 54.0 19 50.5 52.2 49.3 52.1 51.9 51.6 50.3 49.4 49.3 0.0 0.0 0.0 50.5 5.0 55.5 Evening 20 49.2 51.3 47.5 51.2 50.9 50.6 49.0 47.7 47.6 0.0 0.0 0.0 49.2 5.0 54.2 21 49.1 51.0 47.6 50.9 50.6 50.3 48.9 47.7 47.6 0.0 0.0 0.0 49.1 5.0 54.1 22 48.1 50.4 46.1 50.3 50.0 49.7 47.7 46.3 46.1 0.0 0.0 0.0 48.1 10.0 58.1 Night 23 1 45.2 1 47.8 1 43.0 1 47.7 1 47.4 1 46.9 1 44.8 1 43.2 1 43.1 1 0.0 1 0.0 1 0.0 1 45.2 1 10.0 1 55.2 i .. Min 49.0 50.3 47.8 50.2 50.0 49.9 48.9 47.9 47.8 0.0 0.0 0.0 Da y Max 56.4 60.3 54.9 60.3 59.9 59.4 56.3 55.0 54.9 0.0 0.0 0.0 Energy Average 54.2 Average: 56.2 55.8 55.4 53.1 51.6 51.4 0.0 0.0 0.0 52.0 53.6 46.8 Evening Min 49.1 51.0 47.5 50.9 50.6 50.3 48.9 47.7 47.6 0.0 0.0 0.0 Max 50.5 52.2 49.3 52.1 51.9 51.6 50.3 49.4 49.3 0.0 0.0 0.0 Energy Average 49.7 Average: 51.4 51.2 50.9 49.4 48.3 48.2 0.0 0.0 0.0 Min 40.5 43.2 38.6 43.2 42.8 42.3 40.0 38.7 38.7 0.0 0.0 0.0 Night I 1 55.4 Max 49.5 55.6 47.3 55.4 54.2 52.7 48.5 47.4 47.3 0.0 0.0 0.0 Energy Average 46.8 Average: 48.9 48.5 47.9 45.5 44.1 44.0 0.0 0.0 0.0 URBAN CROSSROADS U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L3_K 12-158 24-Hour Noise Level Measurement Summary Date: Wednesday, October 2, 2019 Location: L4 - Located in parking lot north of 2400 West Coast Hwy and Meter: Piccolo II JN: 12954 Project: 2510 PCH Mixed -Use Development west of Avon Lot 2 Analyst: P. Mara Readings.. 85.0 80.0 - m 75.0 - `a 70.0 - 65.0 - 60.0 - 2- 55.0 - 3 50.0 - 0 45.0 - = 40.0 - 35 0 IM FE ■■ MINNIE or 7_111111 ME M ■■ Er"IMU `■■ M M son ■ ■■ ■■ ■■ ■■ �■ ■ ■■ ■■Fmum■FM■ I I I 1 I I 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hour Beginning 0. ,. 0 47.2 57.3 44.8 53.1 49.4 48.7 46.5 45.4 45.1 0.0 0.0 0.0 47.2 10.0 57.2 1 46.1 54.6 43.5 52.8 48.7 48.0 45.2 44.1 43.8 0.0 0.0 0.0 46.1 10.0 56.1 2 50.4 55.9 45.2 55.2 54.3 53.7 49.1 46.1 45.5 0.0 0.0 0.0 50.4 10.0 60.4 Night 3 47.8 50.9 45.8 50.2 49.4 48.9 47.6 46.5 46.2 0.0 0.0 0.0 47.8 10.0 57.8 4 50.7 54.4 48.7 53.5 52.6 52.0 50.3 49.2 48.9 0.0 0.0 0.0 50.7 10.0 60.7 5 51.4 59.4 48.4 57.5 54.6 52.9 50.5 49.0 48.7 0.0 0.0 0.0 51.4 10.0 61.4 6 62.2 77.4 51.0 72.3 1 68.4 65.9 56.8 51.8 51.4 0.0 1 0.0 0.0 62.2 10.0 72.2 7 60.3 69.4 54.6 67.6 65.4 63.8 58.0 55.4 54.9 0.0 0.0 0.0 60.3 0.0 60.3 8 58.5 69.6 50.6 68.1 64.3 61.3 55.6 51.6 51.0 0.0 0.0 0.0 58.5 0.0 58.5 9 58.5 71.7 51.6 67.9 64.1 60.9 55.7 52.5 52.0 0.0 0.0 0.0 58.5 0.0 58.5 10 63.5 73.3 57.4 71.8 68.8 66.0 61.3 58.9 58.1 0.0 0.0 0.0 63.5 0.0 63.5 11 57.9 69.6 51.0 66.3 63.2 61.1 55.1 52.1 51.5 0.0 0.0 0.0 57.9 0.0 57.9 12 56.9 68.2 51.2 65.7 62.2 59.3 54.6 52.2 51.6 0.0 0.0 0.0 56.9 0.0 56.9 Day 13 58.5 69.2 50.8 67.8 64.7 62.4 54.7 51.8 51.2 0.0 0.0 0.0 58.5 0.0 58.5 14 58.1 68.4 51.0 66.0 63.3 61.6 55.4 51.9 51.4 0.0 0.0 0.0 58.1 0.0 58.1 15 57.4 67.7 52.4 65.7 62.1 59.7 55.4 53.3 52.8 0.0 0.0 0.0 57.4 0.0 57.4 16 61.0 72.6 53.1 71.1 67.5 64.0 57.2 54.1 53.5 0.0 0.0 0.0 61.0 0.0 61.0 17 61.8 75.9 52.6 73.9 68.6 62.8 56.1 53.5 53.0 0.0 0.0 0.0 61.8 0.0 61.8 18 59.2 71.1 52.6 68.2 1 64.9 62.4 56.3 53.4 53.0 0.0 1 0.0 0.0 59.2 0.0 59.2 19 58.7 69.8 51.2 68.9 65.5 62.3 54.6 52.0 51.6 0.0 0.0 0.0 58.7 5.0 63.7 Evening 20 54.1 63.3 49.3 62.2 58.8 56.5 52.4 50.0 49.6 0.0 0.0 0.0 54.1 5.0 59.1 21 56.6 66.6 53.0 64.4 61.0 58.2 55.2 53.6 53.3 0.0 0.0 0.0 56.6 5.0 61.6 22 55.4 70.1 49.7 67.2 59.5 56.7 52.2 50.3 50.0 0.0 0.0 0.0 55.4 10.0 65.4 Night 23 1 48.5 1 52.9 1 46.2 1 51.9 1 50.7 1 50.0 1 48.0 1 46.8 1 46.5 1 0.0 1 0.0 1 0.0 1 48.5 1 10.0 1 58.5 INN Ii .. Min 56.9 67.7 50.6 65.7 62.1 59.3 54.6 51.6 51.0 0.0 0.0 0.0 Da y Max 63.5 75.9 57.4 73.9 68.8 66.0 61.3 58.9 58.1 0.0 0.0 0.0 Energy Average 59.7 Average: 68.3 64.9 62.1 56.3 53.4 52.8 0.0 0.0 0.0 p 58.1 59.3 54.6 Evening Min 54.1 63.3 49.3 62.2 58.8 56.5 52.4 50.0 49.6 0.0 0.0 0.0 Max 58.7 69.8 53.0 68.9 65.5 62.3 55.2 53.6 53.3 0.0 0.0 0.0 Energy Average 56.9 Average: 65.2 61.8 59.0 54.0 51.9 51.5 0.0 0.0 0.0 Min 46.1 50.9 43.5 50.2 48.7 48.0 45.2 44.1 43.8 0.0 0.0 0.0 Night I 1 62.4 Max 62.2 77.4 51.0 72.3 68.4 65.9 56.8 51.8 51.4 0.0 0.0 0.0 Energy Average 54.6 Average: 57.1 54.2 53.0 49.6 47.7 47.3 0.0 0.0 0.0 OURBAM U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L4_H 12-159 24-Hour Noise Level Measurement Summary Date: Wednesday, October 2, 2019 Location: L5 - Located in courtyard of 124 Tustin Ave. Meter: Piccolo II JN: 12954 Project: 2510 PCH Mixed -Use Development Analyst: P. Mara 85.0 80.0 - m 75.0 - `a 70.0 - 65.0 - 60.0 - 2- 55.0 - 3 50.0 - 0 45.0 - = 40.0 - 35 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hour Beginning 0. ,. 0 39.2 45.2 36.3 44.7 42.9 41.7 38.0 36.6 36.4 0.0 0.0 0.0 39.2 10.0 49.2 1 37.5 42.9 35.6 42.0 40.1 39.2 36.8 35.8 35.7 0.0 0.0 0.0 37.5 10.0 47.5 2 51.4 53.4 49.7 53.3 52.9 52.7 51.1 49.9 49.7 0.0 0.0 0.0 51.4 10.0 61.4 Night 3 41.8 44.3 37.4 44.0 43.4 43.0 42.4 37.7 37.5 0.0 0.0 0.0 41.8 10.0 51.8 4 49.6 56.8 47.5 56.5 54.2 51.7 48.1 47.6 47.5 0.0 0.0 0.0 49.6 10.0 59.6 5 43.7 50.2 40.8 49.4 47.5 46.0 42.7 41.1 40.9 0.0 0.0 0.0 43.7 10.0 53.7 6 49.3 57.4 43.9 56.8 54.5 52.2 47.4 44.6 44.1 0.0 0.0 0.0 49.3 10.0 59.3 7 51.0 57.8 45.6 57.4 55.6 54.0 49.5 46.3 45.8 0.0 0.0 0.0 51.0 0.0 51.0 8 50.9 57.6 45.4 56.8 54.8 53.7 49.8 46.2 45.6 0.0 0.0 0.0 50.9 0.0 50.9 9 51.8 60.0 46.8 59.0 56.2 54.7 50.4 47.6 47.0 0.0 0.0 0.0 51.8 0.0 51.8 10 55.5 62.1 50.7 61.7 59.6 58.2 54.2 51.5 50.9 0.0 0.0 0.0 55.5 0.0 55.5 11 52.1 59.8 46.8 58.7 56.3 54.9 50.6 47.6 47.0 0.0 0.0 0.0 52.1 0.0 52.1 12 50.6 57.9 46.5 57.0 54.3 52.9 49.6 47.3 46.7 0.0 0.0 0.0 50.6 0.0 50.6 Day 13 51.9 58.1 47.6 57.5 56.1 55.0 50.5 48.2 47.8 0.0 0.0 0.0 51.9 0.0 51.9 14 52.7 58.9 47.4 58.3 57.2 56.3 50.8 48.0 47.6 0.0 0.0 0.0 52.7 0.0 52.7 15 54.7 64.6 49.2 63.0 60.2 58.0 52.3 49.8 49.4 0.0 0.0 0.0 54.7 0.0 54.7 16 54.2 60.9 49.8 60.2 58.5 57.2 52.8 50.5 50.0 0.0 0.0 0.0 54.2 0.0 54.2 17 50.8 56.9 47.4 56.4 54.7 53.3 49.8 47.8 47.5 0.0 0.0 0.0 50.8 0.0 50.8 18 50.8 57.1 47.0 56.5 54.7 53.6 49.6 47.4 47.1 0.0 0.0 0.0 50.8 0.0 50.8 19 49.7 57.5 46.0 56.7 53.9 52.0 48.3 46.4 46.1 0.0 0.0 0.0 49.7 5.0 54.7 Evening 20 46.9 53.9 42.3 53.4 51.4 49.9 45.2 42.8 42.4 0.0 0.0 0.0 46.9 5.0 51.9 21 49.0 54.5 46.4 54.1 52.4 51.0 48.1 46.7 46.5 0.0 0.0 0.0 49.0 5.0 54.0 22 45.3 51.0 42.2 50.6 49.1 47.7 44.2 42.4 42.3 0.0 0.0 0.0 45.3 10.0 55.3 Night 23 1 39.8 1 46.4 1 36.6 1 46.0 44.0 1 42.3 1 38.4 1 36.9 1 36.7 1 0.0 0.0 1 0.0 1 39.8 1 10.0 1 49.8 Min 50.6 56.9 45.4 56.4 54.3 52.9 49.5 46.2 45.6 0.0 0.0 0.0 Da y Max 55.5 64.6 50.7 63.0 60.2 58.2 54.2 51.5 50.9 0.0 0.0 0.0 Energy Average 52.6 Average: 58.6 56.5 55.2 50.8 48.2 47.7 0.0 0.0 0.0 50.7 52.� 46.6 Evening Min 46.9 53.9 42.3 53.4 51.4 49.9 45.2 42.8 42.4 0.0 0.0 0.0 Max 49.7 57.5 46.4 56.7 53.9 52.0 48.3 46.7 46.5 0.0 1 0.0 0.0 Energy Average 48.7 Average: 54.7 52.5 51.0 47.2 45.3 45.0 0.0 0.0 0.0 Min 37.5 42.9 35.6 42.0 40.1 39.2 36.8 35.8 35.7 0.0 0.0 0.0 Night 54.6 Max 51.4 57.4 49.7 56.8 54.5 52.7 51.1 49.9 49.7 0.0 0.0 0.0 Energy Average 46.6 Average: 49.2 47.6 46.3 43.2 41.4 41.2 0.0 0.0 0.0 OURBAM U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L5 L 12-160 This page intentionally left blank 12-161 APPENDIX 7.1: ON -SITE TRAFFIC NOISE LEVEL CALCULATIONS 12-162 This page intentionally left blank 12-163 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: First Floor With Wall Project Name: 2510 PCH Road Name: W. Coast Hwy. Job Number: 12954 Lot No: Auto Showroom Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 51,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 5,100 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 40 mph Vehicle Mix Near/Far Lane Distance: 60 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 62.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 62.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 5.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 54.489 Road Grade: 0.0% Medium Trucks: 54.326 Heavy Trucks: 54.342 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 67.36 5.64 -0.66 -1.20 -4.70 0.000 0.000 Medium Trucks: 76.31 -11.60 -0.64 -1.20 -4.88 0.000 0.000 Heavy Trucks: 81.16 -15.56 -0.65 -1.20 -5.32 0.000 0.000 Unmitigated Noise Levels (without Topo and barrier attenuation) VehicleType Leq Peak hFourT Leq Day Leq Evening Leq Night Ldn CNEL Autos: 71.1 69.2 67.5 61.4 70.0 70.6 Medium Trucks: 62.9 61.4 55.0 53.5 61.9 62.1 Heavy Trucks: 63.8 62.3 53.3 54.5 62.9 63.0 Vehicle Noise: 72.4 70.6 67.9 62.8 71.3 71.8 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 71.1 69.2 67.5 61.4 70.0 70.6 Medium Trucks: 62.9 61.4 55.0 53.5 61.9 62.1 Heavy Trucks: 63.8 62.3 53.3 54.5 62.9 63.0 Vehicle Noise: 72.4 70.6 67.9 62.8 71.3 71.8 Tuesday, February 4, 2020 12-164 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: First Floor With Wall Project Name: 2510 PCH Road Name: Tustin Ave. Job Number: 12954 Lot No: Auto Showroom Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 3,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 300 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 25 mph Vehicle Mix Near/Far Lane Distance: 12 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 98.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 98.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 5.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 97.944 Road Grade: 0.0% Medium Trucks: 97.853 Heavy Trucks: 97.862 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 59.44 -4.63 -4.48 -1.20 -4.77 0.000 0.000 Medium Trucks: 71.09 -21.87 -4.48 -1.20 -4.88 0.000 0.000 Heavy Trucks: 77.24 -25.82 -4.48 -1.20 -5.17 0.000 0.000 Unmitigated Noise Levels (without Topo and barrier attenuation) VehicleType Leq Peak hFourT Leq Day Leq Evening Leq Night Ldn CNEL Autos: 49.1 47.2 45.5 39.4 48.0 48.6 Medium Trucks: 43.5 42.0 35.7 34.1 42.6 42.8 Heavy Trucks: 45.7 44.3 35.3 36.5 44.9 45.0 Vehicle Noise: 51.5 49.8 46.3 42.0 50.5 50.9 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 49.1 47.2 45.5 39.4 48.0 48.6 Medium Trucks: 43.5 42.0 35.7 34.1 42.6 42.8 Heavy Trucks: 45.7 44.3 35.3 36.5 44.9 45.0 Vehicle Noise: 51.5 49.8 46.3 42.0 50.5 50.9 Tuesday, February 4, 2020 12-165 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: First Floor With Wall Project Name: 2510 PCH Road Name: W . Coast Hwy. Job Number: 12954 Lot No: Residential Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 51,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 5,100 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 40 mph Vehicle Mix Near/Far Lane Distance: 60 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 183.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 183.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 5.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 180.593 Road Grade: 0.0% Medium Trucks: 180.544 Heavy Trucks: 180.549 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 67.36 5.64 -8.47 -1.20 -4.83 0.000 0.000 Medium Trucks: 76.31 -11.60 -8.47 -1.20 -4.89 0.000 0.000 Heavy Trucks: 81.16 -15.56 -8.47 -1.20 -5.04 0.000 0.000 unmitigated Noise Levels (witnout Topo and Barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 63.3 61.4 59.7 53.6 62.2 62.8 Medium Trucks: 55.0 53.5 47.2 45.6 54.1 54.3 Heavy Trucks: 55.9 54.5 45.5 46.7 55.1 55.2 Vehicle Noise: 64.6 62.8 60.1 55.0 63.5 64.0 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Autos: 63.3 61.4 59.7 53.6 Medium Trucks: 55.0 53.5 47.2 45.6 Heavy Trucks: 55.9 54.5 45.5 46.7 Vehicle Noise: 64.6 62.8 60.1 55.0 Tuesday, February 4, 2020 Ldn CNEL 62.2 62.8 54.1 54.3 55.1 55.2 63.5 64.0 12-166 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: First Floor With Wall Project Name: 2510 PCH Road Name: Tustin Ave. Job Number: 12954 Lot No: Residential Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 3,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 300 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 25 mph Vehicle Mix Near/Far Lane Distance: 12 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 110.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 110.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 5.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 109.950 Road Grade: 0.0% Medium Trucks: 109.869 Heavy Trucks: 109.877 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 59.44 -4.63 -5.24 -1.20 -4.78 0.000 0.000 Medium Trucks: 71.09 -21.87 -5.23 -1.20 -4.88 0.000 0.000 Heavy Trucks: 77.24 -25.82 -5.23 -1.20 -5.14 0.000 0.000 unmitigated Noise Levels (witnout Topo and Barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 48.4 46.5 44.7 38.7 47.3 47.9 Medium Trucks: 42.8 41.3 34.9 33.4 41.8 42.1 Heavy Trucks: 45.0 43.6 34.5 35.8 44.1 44.3 Vehicle Noise: 50.8 49.1 45.5 41.2 49.8 50.2 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Autos: 48.4 46.5 44.7 38.7 Medium Trucks: 42.8 41.3 34.9 33.4 Heavy Trucks: 45.0 43.6 34.5 35.8 Vehicle Noise: 50.8 49.1 45.5 41.2 Tuesday, February 4, 2020 Ldn CNEL 47.3 47.9 41.8 42.1 44.1 44.3 49.8 50.2 12-167 Scenario: Second Floor With Wall Project Name: 2510 PCH Road Name: W. Coast Hwy. Job Number: 12954 Lot No: Rooftop Deck Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Site Conditions (Hard = 10, Soft = 15) Highway Data Autos: 15 Average Daily Traffic (Adt): 51,000 vehicles Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 5,100 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 40 mph Vehicle Mix Near/Far Lane Distance: 60 feet VehicleType Day Evening Night Daily Site Data Autos: 77.5% 12.9% Medium Trucks: 84.8% 4.9% 9.6% 97.42% 10.3% 1.84% Barrier Height: 6.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 62.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 72.0 feet Autos: 0.00 Barrier Distance to Observer: 10.0 feet Medium Trucks: 2.30 Observer Height (Above Pad): 27.0 feet Heavy Trucks: 8.01 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Road Elevation: 0.0 feet Lane Equivalent Distance (in feet) Autos: 40.183 Barrier Elevation: 22.0 feet Road Grade: 0.0% Medium Trucks: 38.061 Heavy Trucks: 32.936 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road 7 Fresnel Barrier Atten Berm Atten Autos: 67.36 5.64 1.32 -1.20 2.58 -13.054 -16.054 Medium Trucks: 76.31 -11.60 1.67 -1.20 2.32 -12.716 -15.716 Heavy Trucks: 81.16 -15.56 2.62 -1.20 1.65 -11.600 -14.600 Unmitigated Noise Levels (without Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 73.1 71.2 69.5 63.4 72.0 72.6 Medium Trucks: 65.2 63.7 57.3 55.8 64.2 64.5 Heavy Trucks: 67.0 65.6 56.6 57.8 66.2 66.3 Vehicle Noise: 74.6 72.8 69.9 65.0 73.6 74.0 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 60.1 58.2 56.4 50.3 59.0 59.6 Medium Trucks: 52.5 51.0 44.6 43.1 51.5 51.7 Heavy Trucks: 55.4 54.0 45.0 46.2 54.6 54.7 Vehicle Noise: 61.9 60.1 57.0 52.3 60.8 61.3 Tuesday, July 28, 2020 12-168 Scenario: Second Floor With Wall Project Name: 2510 PCH Road Name: W. Coast Hwy. Job Number: 12954 Lot No: Rooftop Deck Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Site Conditions (Hard = 10, Soft = 15) Highway Data Autos: 15 Average Daily Traffic (Adt): 51,000 vehicles Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 5,100 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 40 mph Vehicle Mix Near/Far Lane Distance: 60 feet VehicleType Day Evening Night Daily Site Data Autos: 77.5% 12.9% Medium Trucks: 84.8% 4.9% 9.6% 97.42% 10.3% 1.84% Barrier Height: 6.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 98.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 108.0 feet Autos: 0.00 Barrier Distance to Observer: 10.0 feet Medium Trucks: 2.30 Observer Height (Above Pad): 27.0 feet Heavy Trucks: 8.01 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Road Elevation: 0.0 feet Lane Equivalent Distance (in feet) Autos: 77.192 Barrier Elevation: 22.0 feet Road Grade: 0.0% Medium Trucks: 76.267 Heavy Trucks: 74.266 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road 7 Fresnel Barrier Atten Berm Atten Autos: 67.36 5.64 -2.93 -1.20 1.03 -10.360 -13.360 Medium Trucks: 76.31 -11.60 -2.85 -1.20 0.91 -10.030 -13.030 Heavy Trucks: 81.16 -15.56 -2.68 -1.20 0.64 -9.120 -12.120 Unmitigated Noise Levels (without Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 68.9 67.0 65.2 59.1 67.8 68.4 Medium Trucks: 60.7 59.1 52.8 51.2 59.7 59.9 Heavy Trucks: 61.7 60.3 51.3 52.5 60.9 61.0 Vehicle Noise: 70.1 68.4 65.6 60.5 69.1 69.6 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 58.5 56.6 54.8 48.8 57.4 58.0 Medium Trucks: 50.6 49.1 42.8 41.2 49.7 49.9 Heavy Trucks: 52.6 51.2 42.1 43.4 51.7 51.9 Vehicle Noise: 60.0 58.3 55.3 50.4 59.0 59.5 Tuesday, July 28, 2020 12-169 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: Second Floor With Wall Project Name: 2510 PCH Road Name: W. Coast Hwy. Job Number: 12954 Lot No: Auto Showroom Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 51,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 5,100 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 40 mph Vehicle Mix Near/Far Lane Distance: 60 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 62.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 62.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 14.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 56.036 Road Grade: 0.0% Medium Trucks: 55.506 Heavy Trucks: 54.589 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 67.36 5.64 -0.85 -1.20 -12.17 0.000 0.000 Medium Trucks: 76.31 -11.60 -0.78 -1.20 -12.67 0.000 0.000 Heavy Trucks: 81.16 -15.56 -0.68 -1.20 -13.92 0.000 0.000 v11mu1yaa9v 1wiac L_crcw Iwnnvua ►vNv anu ua111191 aaacnuauvu,/ VehicleType Leq Peak Hour Leq Day Leq Evening Autos: 71.0 69.1 67.3 Medium Trucks: 62.7 61.2 54.9 Heavy Trucks: 63.7 62.3 53.3 Vehicle Noise: 72.2 70.4 67.7 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Autos: 71.0 69.1 67.3 Medium Trucks: 62.7 61.2 54.9 Heavy Trucks: 63.7 62.3 53.3 Vehicle Noise: 72.2 70.4 67.7 Tuesday, February 4, 2020 Leq Night Ldn 61.2 53.3 54.5 62.6 Leq Night Ldn 61.2 53.3 54.5 62.6 CNEL 69.9 70.5 61.8 62.0 62.9 63.0 71.2 71.7 CNEL 69.9 70.5 61.8 62.0 62.9 63.0 71.2 71.7 12-170 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: Second Floor With Wall Project Name: 2510 PCH Road Name: Tustin Ave. Job Number: 12954 Lot No: Auto Showroom Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 3,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 300 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 25 mph Vehicle Mix Near/Far Lane Distance: 12 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 98.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 98.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 14.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 98.813 Road Grade: 0.0% Medium Trucks: 98.514 Heavy Trucks: 98.000 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 59.44 -4.63 -4.54 -1.20 -12.72 0.000 0.000 Medium Trucks: 71.09 -21.87 -4.52 -1.20 -13.04 0.000 0.000 Heavy Trucks: 77.24 -25.82 -4.49 -1.20 -13.84 0.000 0.000 Unmitigated Noise Levels (without Topo and barrier attenuation) VehicleType Leq Peak hFourT Leq Day Leq Evening Leq Night Ldn CNEL Autos: 49.1 47.2 45.4 39.4 48.0 48.6 Medium Trucks: 43.5 42.0 35.6 34.1 42.5 42.8 Heavy Trucks: 45.7 44.3 35.3 36.5 44.9 45.0 Vehicle Noise: 51.5 49.8 46.2 42.0 50.5 50.9 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 49.1 47.2 45.4 39.4 48.0 48.6 Medium Trucks: 43.5 42.0 35.6 34.1 42.5 42.8 Heavy Trucks: 45.7 44.3 35.3 36.5 44.9 45.0 Vehicle Noise: 51.5 49.8 46.2 42.0 50.5 50.9 Tuesday, February 4, 2020 12-171 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: Second Floor With Wall Project Name: 2510 PCH Road Name: W. Coast Hwy. Job Number: 12954 Lot No: Residential Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 51,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 5,100 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 40 mph Vehicle Mix Near/Far Lane Distance: 60 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 183.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 183.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 14.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 181.066 Road Grade: 0.0% Medium Trucks: 180.903 Heavy Trucks: 180.624 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 67.36 5.64 -8.49 -1.20 -13.17 0.000 0.000 Medium Trucks: 76.31 -11.60 -8.48 -1.20 -13.35 0.000 0.000 Heavy Trucks: 81.16 -15.56 -8.47 -1.20 -13.77 0.000 0.000 unmitigated Noise Levels (witnout Topo and Barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 63.3 61.4 59.6 53.6 62.2 62.8 Medium Trucks: 55.0 53.5 47.2 45.6 54.1 54.3 Heavy Trucks: 55.9 54.5 45.5 46.7 55.1 55.2 Vehicle Noise: 64.6 62.8 60.0 54.9 63.5 64.0 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Autos: 63.3 61.4 59.6 Medium Trucks: 55.0 53.5 47.2 Heavy Trucks: 55.9 54.5 45.5 Vehicle Noise: 64.6 62.8 60.0 Tuesday, February 4, 2020 Leq Night Ldn 53.6 45.6 46.7 CNEL 62.2 62.8 54.1 54.3 55.1 55.2 54.9 63.5 64.0 12-172 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: Second Floor With Wall Project Name: 2510 PCH Road Name: Tustin Ave. Job Number: 12954 Lot No: Residential Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 3,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 300 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 25 mph Vehicle Mix Near/Far Lane Distance: 12 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 110.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 110.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 14.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 110.725 Road Grade: 0.0% Medium Trucks: 110.458 Heavy Trucks: 110.000 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 59.44 -4.63 -5.28 -1.20 -12.83 0.000 0.000 Medium Trucks: 71.09 -21.87 -5.27 -1.20 -13.11 0.000 0.000 Heavy Trucks: 77.24 -25.82 -5.24 -1.20 -13.82 0.000 0.000 unmitigated Noise Levels (witnout Topo and Barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 48.3 46.4 44.7 38.6 47.2 47.8 Medium Trucks: 42.8 41.2 34.9 33.3 41.8 42.0 Heavy Trucks: 45.0 43.6 34.5 35.8 44.1 44.3 Vehicle Noise: 50.7 49.0 45.5 41.2 49.7 50.1 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Autos: 48.3 46.4 44.7 Medium Trucks: 42.8 41.2 34.9 Heavy Trucks: 45.0 43.6 34.5 Vehicle Noise: 50.7 49.0 45.5 Tuesday, February 4, 2020 Leq Night Ldn 38.6 33.3 35.8 CNEL 47.2 47.8 41.8 42.0 44.1 44.3 41.2 49.7 50.1 12-173 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: Third Floor With Wall Project Name: 2510 PCH Road Name: W. Coast Hwy. Job Number: 12954 Lot No: Residential Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 51,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 5,100 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 40 mph Vehicle Mix Near/Far Lane Distance: 60 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 183.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 183.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 23.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 181.984 Road Grade: 0.0% Medium Trucks: 181.707 Heavy Trucks: 181.146 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 67.36 5.64 -8.52 -1.20 -21.09 0.000 0.000 Medium Trucks: 76.31 -11.60 -8.51 -1.20 -21.38 0.000 0.000 Heavy Trucks: 81.16 -15.56 -8.49 -1.20 -22.07 0.000 0.000 Unmitigated Noise Levels (without Topo and barrier attenuation) VehicleType Leq Peak hFourT Leq Day Leq Evening Leq Night Ldn CNEL Autos: 63.3 61.4 59.6 53.6 62.2 62.8 Medium Trucks: 55.0 53.5 47.1 45.6 54.0 54.3 Heavy Trucks: 55.9 54.5 45.5 46.7 55.1 55.2 Vehicle Noise: 64.5 62.7 60.0 54.9 63.5 64.0 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 63.3 61.4 59.6 53.6 62.2 62.8 Medium Trucks: 55.0 53.5 47.1 45.6 54.0 54.3 Heavy Trucks: 55.9 54.5 45.5 46.7 55.1 55.2 Vehicle Noise: 64.5 62.7 60.0 54.9 63.5 64.0 Tuesday, February 4, 2020 12-174 -D-77-108 HIGHWAY NOISE PREDICTION•D• Scenario: Third Floor With Wall Project Name: 2510 PCH Road Name: Tustin Ave. Job Number: 12954 Lot No: Residential Analyst: B. Lawson SITE SPECIFIC INPUT DATA NOISE MODEL INPUTS Highway Data Site Conditions (Hard = 10, Soft = 15) Average Daily Traffic (Adt): 3,000 vehicles Autos: 15 Peak Hour Percentage: 10% Medium Trucks (2 Axles): 15 Peak Hour Volume: 300 vehicles Heavy Trucks (3+ Axles): 15 Vehicle Speed: 25 mph Vehicle Mix Near/Far Lane Distance: 12 feet VehicleType Day Evening Night Daily Site Data Autos. 77.5% 12.9% 9.6% Medium Trucks: 84.8% 4.9% 10.3% 97.42% 1.84% Barrier Height: 0.0 feet Barrier Type (0-Wall, 1-Berm): 0.0 Heavy Trucks: 86.5% 2.7% 10.8% 0.74% Centerline Dist. to Barrier: 110.0 feet Noise Source Elevations (in feet) Centerline Dist. to Observer: 110.0 feet Autos: 0.000 Barrier Distance to Observer: 0.0 feet Medium Trucks: 2.297 Observer Height (Above Pad): 23.0 feet Heavy Trucks: 8.006 Grade Adjustment: 0.0 Pad Elevation: 0.0 feet Lane Equivalent Distance (in feet) Road Elevation: 0.0 feet Barrier Elevation: 0.0 feet Autos: 112.219 Road Grade: 0.0% Medium Trucks: 111.770 Heavy Trucks: 110.855 FHWA Noise Model Calculations VehicleType REMEL Traffic Flow Distance Finite Road Fresnel Barrier Atten Berm Atten Autos: 59.44 -4.63 -5.37 -1.20 -20.18 0.000 0.000 Medium Trucks: 71.09 -21.87 -5.34 -1.20 -20.64 0.000 0.000 Heavy Trucks: 77.24 -25.82 -5.29 -1.20 -21.79 0.000 0.000 Unmitigated Noise Levels (without Topo and barrier attenuation) VehicleType Leq Peak hFourT Leq Day Leq Evening Leq Night Ldn CNEL Autos: 48.2 46.3 44.6 38.5 47.1 47.8 Medium Trucks: 42.7 41.2 34.8 33.3 41.7 42.0 Heavy Trucks: 44.9 43.5 34.5 35.7 44.1 44.2 Vehicle Noise: 50.7 49.0 45.4 41.1 49.7 50.1 Mitigated Noise Levels (with Topo and barrier attenuation) VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night Ldn CNEL Autos: 48.2 46.3 44.6 38.5 47.1 47.8 Medium Trucks: 42.7 41.2 34.8 33.3 41.7 42.0 Heavy Trucks: 44.9 43.5 34.5 35.7 44.1 44.2 Vehicle Noise: 50.7 49.0 45.4 41.1 49.7 50.1 Tuesday, February 4, 2020 12-175 APPENDIX 9.1: OPERATIONAL NOISE LEVEL CALCULATIONS 12-176 This page intentionally left blank 12-177 12965 CadnaA Noise Prediction Model: 12954 08.cna Date: 02.06.20 Analyst: B. Lawson Receiver Noise Levels Name M. ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night Auto Noise Type X y z (dBA) (dBA) (dBA) (dBA) (dBA) (ft) (ft) (ft) (ft) RECEIVERS R1 50.2 46.0 53.1 55.0 50.0 5.00 r 6052692.57 2173531.02 27.07 RECEIVERS R2 46.5 38.4 46.8 55.0 50.0 5.00 r 6052823.27 2173513.99 45.60 RECEIVERS R3 44.8 32.6 43.4 55.0 50.0 5.00 r 6052978.80 2173577.89 76.34 RECEIVERS R4 38.7 31.5 39.5 55.0 50.0 5.00 r 6052777.51 2173302.85 14.00 RECEIVERS RS 42.1 28.3 40.3 55.0 50.0T 5.00 r 6052646.37 2173456.79 20.54 Point Source(s) Name M. ID Result. PWL Lw/Li Operating Time KO Height Coordinates Day Evening Night Type Value norm. Day Special Night X y z (dBA) (dBA) (dBA) dB(A) (min) (min) (min) (dB) (ft) (ft) (ft) (ft) POINTSOURCE AC01 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 r 6052714.72 2173447.12 26.07 POINTSOURCE ACO2 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 r 6052712.10 2173444.25 26.07 POINTSOURCE AC03 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 r 6052709.67 2173441.32 15.32 POINTSOURCE AC04 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 r 6052707.29 2173438.69 13.00 POINTSOURCE AC05 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 r 6052720.83 2173442.43 POINTSOURCE AC06 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 r 6052718.40 2173439.19 POINTSOURCE AC07 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 r 6052715.98 2173436.37 POINTSOURCE AC08 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 r 6052714.02 2173433.91 q26.O7 POINTSOURCE AC09 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 g 6052572.62 2173224.40 POINTSOURCE AC10 79.0 79.0 79.0 Lw 79 675.00 0.00 270.00 0.0 4.00 g 6052581.99 2173217.27 POINTSOURCE TRASH01 89.0 89.0 89.0 Lw 89 150.00 0.00 45.00 0.0 5.00 r 6052791.67 2173369.96 Line Source(s) Name M. ID Result. PWLgDayEvening PWL' Lw/Li Operating Time Moving Pt. Src Height Day Evening Night Night Type Value norm. Day Special Night Number Speed (dBA) (dBA) (dBA)A) (dBA) dB(A) (min) (min) (min) Day Evening Night (mph) (ft) LINESOURCE VEHICLEMOVEMENTS 67.9 60.1 58.80.4 39.0 PWL-Pt 68.4 228.0 38.0 28.0 15.0 3 Name Height Coordinates Begin End x y z Ground (ft) I (ft) (ft) (ft) (ft) (ft) LINESOURCE 3.00 r 6052771.04 2173380.75 12.00 9.00 6052819.76 2173435.31 12.00 9.00 6052821.71 2173438.14 12.00 9.00 6052823.16 2173441.26 12.00 9.00 6052824.07 2173444.58 12.00 9.00 6052824.39 2173448.01 12.00 9.00 6052824.13 2173451.44 12.00 9.00 6052823.30 2173454.77 12.00 9.00 6052821.91 2173457.92 12.00 9.00 6052820.00 2173460.78 12.00 9.00 6052817.64 2173463.29 12.00 9.00 6052814.89 2173465.35 12.00 9.00 6052811.831 2173466.92 12.001 9.00 6052808.55 2173467.95 12.00 9.00 6052741.81 2173478.18 12.00 9.00 6052712.101 2173494.75 15.41 12.41 6052631.231 2173539.08 18.54 15.54 Area Source(s) Name M. ID 1111 sult. PWL Result. PWL" Lw/Li Operating Time Day Evening Night Day Evening Night Type Value norm. Day Special Night (dBA) I (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) (min) (min) (min) AREASOURCE DECK 95.8 95.8 95.8 72.1 72.11 72.1 Lw 95.5 900.00 0.001 0.00 Name Height Coordinates Begin End x y z Ground (ft) (ft) (ft) (ft) (ft) (ft) AREASOURCE 6052518.27 2173213.00 40.00 11.19 6052591.55 2173297.28 40.00 2.46 6052601.33 2173289.14 40.00 2.46 6052563.26 2173222.77 40.00 9.27 6052547.38 2173195.90 40.00 2.46 Barrier(s) Urban Crossroads, Inc. 12-178 Name M. ID Absorption Z-Ext. Cantilever Height Coordinates left right horz. vert. Begin End x y z Ground (ft) (ft) (ft) (ft) (ft) I (ft) (ft) (ft) (ft) BARRIERS HVAC BARRIER 6.001 a 1 6052704.65 2173438.02 6.00 9.00 6052714.57 2173449.63 6.00 22.07 6052725.97 2173443.20 6.00 35.15 6052714.43 2173430.28 6.00 15.13 Buildins(s) Name M. ID RB Residents Absorption Height Coordinates Begin x y z Ground (ft) (ft) (ft) (ft) (ft) BUILDING BUILDING00001 x 0 35.00 r 6052593.59 2173310.31 37.46 2.46 6052704.34 2173438.57 37.46 9.00 6052744.65 2173404.36 37.46 2.46 6052755.23 2173416.78 37.46 6.72 6052767.04 2173407.01 37.46 4.35 6052755.84 2173394.59 37.46 4.88 6052795.54 2173360.39 37.46 9.00 6052691.11 2173238.65 37.46 9.00 6052614.76 2173305.42 37.46 2.46 6052607.64 2173297.69 37.46 2.46 BUILDING BUILDING00003 x 0 21.00 r 6052557.67 2173423.58 29.60 8.60 6052577.21 2173456.89 29.60 16.60 6052652.02 2173414.65 29.60 15.54 6052676.21 2173441.45 29.60 15.54 6052617.59 2173473.83 29.60 17.57 6052605.31 2173455.96 29.60 9.00 6052582.05 2173467.69 29.60 17.38 6052608.29 2173509.18 29.60 19.09 6052711.19 2173450.38 29.60 10.56 6052644.94 2173373.34 29.60 2.46 BUILDING BUILDING00004 x 0 21.00 r 6052459.41 2173246.19 36.54 15.54 6052501.63 2173321.99 36.54 10.86 6052515.30 2173324.20 36.54 8.78 6052533.80 2173311.74 36.54 9.75 6052535.21 2173306.51 36.54 10.89 6052544.05 2173301.28 36.54 11.29 6052548.68 2173307.72 36.54 9.41 6052568.38 2173296.66 36.54 6.61 6052566.77 2173293.64 36.54 9.00 6052572.81 2173289.62 36.54 6.30 6052502.43 2173208.39 36.54 12.36 6052464.84 2173228.90 36.54 10.88 BUILDING BUILDING00005 x 0 29.00 r 6052624.35 2173140.38 38.00 9.00 6052711.73 2173242.37 38.00 9.00 6052737.80 2173218.59 38.00 22.07 6052652.71 2173118.89 38.00 6.10 6052624.64 2173135.22 38.00 6.97 BUILDING BUILDING00006 x 0 30.00 r 6052654.43 2173119.18 35.73 5.73 6052760.14 2173243.80 35.73 14.82 6052776.76 2173228.90 35.73 2.46 6052703.99 2173143.24 35.73 9.70 6052723.76 2173126.34 35.73 10.26 6052707.43 2173108.29 35.73 10.10 6052688.24 2173123.19 35.73 9.88 6052673.34 2173108.86 35.73 2.46 BUILDING BUILDING00007 x 0 30.00 r 6052766.16 2173251.25 46.74 16.74 6052837.21 2173333.47 46.74 22.07 6052840.36 2173331.18 46.74 22.07 6052850.67 2173342.64 46.74 20.78 6052863.85 2173331.18 46.74 9.00 6052783.64 2173237.21 46.74 2.46 BUILDING BUILDING00002 x 0 22.00 r 6052508.69 2173212.28 35.06 13.06 6052585.99 2173302.79 35.06 2.46 6052612.52 2173279.77 35.06 2.46 6052613.541 2173281.40 35.06 2.46 6052657.111 2173243.33 35.06 2.46 6052588.701 2173166.17 35.06 2.46 Urban Crossroads, Inc. 12-179 APPENDIX 10.1: CONSTRUCTION NOISE LEVEL CALCULATIONS 12-180 This page intentionally left blank 12-181 12965 CadnaA Noise Prediction Model: 1295408 Construction. cna Date: 02.06.20 Analyst: B. Lawson Receiver Noise Levels Name M. ID Level Lr Limit. Value Land Use Height Coordinates Day Night CNEL Day Night CNEL Type Auto Noise Type X Y z (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (ft) (ft) (ft) (ft) RECEIVERS R1 50.7 50.7 57.3 80.0 0.0 0.0 5.00 r 6052692.57 2173531.02 27.07 RECEIVERS R2 56.7 56.7 63.4 80.0 0.0 0.0 5.00 r 6052823.27 2173513.99 45.60 RECEIVERS R3 51.3 51.3 58.0 80.0 0.0 0.0 5.00 r 6052978.80 2173577.89 76.34 RECEIVERS R4 63.6 63.6 70.2 80.0 0.0 0.0 5.00 r 6052777.51 2173302.85 14.00 RECEIVERS RS 41.8 41.8 48.5 80.0 0.0 0.0 5.00 r 6052646.8. 2173457.34 20.54 Area Source(s) Name M. ID Result. PWL Result. PWL" Lw/Li Operating Time Day Evening Night Day Evening Night Type Value norm. Day Special Night (dBA) I (dBA) (dBA) I (dBA) (dBA) I (dBA) dB(A) (min) (min) SITEBOUNDARY SITEBOUNDARY00001 101.51 101.5 101.51 65.21 65.21 65.2 Lw" 65.2 Name Height Coordinates Begin End x Y z Ground (ft) (ft) (ft) (ft) (ft) (ft) SITEBOUNDARY 8.00 r 6052609.14 2173141.31 10.46 2.46 6052500.82 2173203.63 13.06 5.06 6052712.46 2173450.81 23.54 15.54 6052762.86 2173422.42 15.31 7.31 6052795.85 2173460.93 17.00 9.00 6052848.58 2173430.68 17.00 9.00 6052792.32 2173365.11 17.00 9.00 6052798.20 2173361.73 17.00 9.00 6052726.59 2173278.23 17.00 9.00 Building(s) Name M. ID RB Residents Absorption Height Coordinates Begin x Y z Ground (ft) (ft) (ft) (ft) (ft) BUILDING BUILDING00003 x 0 21.00 r 6052557.67 2173423.58 29.60 8.60 6052577.21 2173456.89 29.60 16.60 6052652.02 2173414.65 29.60 15.54 6052676.21 2173441.45 29.60 15.54 6052617.59 2173473.83 29.60 17.57 6052605.31 2173455.96 29.60 9.00 6052582.05 2173467.69 29.60 17.38 6052608.29 2173509.18 29.60 19.09 6052711.19 2173450.38 29.60 10.56 6052644.94 2173373.34 29.60 2.46 BUILDING BUILDING00004 x 0 21.00 r 6052459.41 2173246.19 36.54 15.54 6052501.63 2173321.99 36.54 10.86 6052515.30 2173324.20 36.54 8.78 6052533.80 2173311.74 36.54 9.75 6052535.21 2173306.51 36.54 10.89 6052544.05 2173301.28 36.54 11.29 6052548.68 2173307.72 36.54 9.41 6052568.38 2173296.66 36.54 6.61 6052566.77 2173293.64 36.54 9.00 6052572.81 2173289.62 36.54 6.30 6052502.43 2173208.39 36.54 12.36 6052464.84 2173228.90 36.54 10.88 BUILDING BUILDING00005 x 0 29.00 r 6052624.35 2173140.38 38.00 9.00 6052711.73 2173242.37 38.00 9.00 6052737.80 2173218.59 38.00 22.07 6052652.71 2173118.89 38.00 6.10 6052624.64 2173135.22 38.00 6.97 BUILDING BUILDING00006 x 0 30.00 r 6052654.43 2173119.18 35.73 5.73 6052760.14 2173243.80 35.73 14.82 6052776.76 2173228.90 35.73 2.46 6052703.99 2173143.24 35.73 9.70 6052723.76 2173126.34 35.73 10.26 6052707.43 2173108.29 35.73 10.10 6052688.24 2173123.19 35.73 9.88 6052673.34 2173108.86 35.73 2.46 BUILDING BUILDING00007 x 0 30.00 r 6052766.16 2173251.25 46.74 16.74 6052837.21 2173333.47 46.74 22.07 6052840.36 2173331.18 46.74 22.07 6052850.67 2173342.64 46.74 00.78 Urban Crossroads, Inc. 12-182 Name M. ID RB Residents Absorption Height Coordinates Begin x y z Ground (ft) (ft) (ft) (ft) I (ft) 6052863.85 2173331.18 46.741 9.00 6052783.64 2173237.21 46.741 2.46 Urban Crossroads, Inc. 12-183 EXHIBIT "E" AIR QUALITY & GREENHOUSE GAS ASSESSMENT 12-184 June 10, 2020 Mr. Mark Moshayedi Space Investment Partners 17475 Gillette Ave, Irvine, CA 92614 SUBJECT: 2510 WEST COAST HIGHWAY MIXED -USE DEVELOPMENT AIR QUALITY AND GREENHOUSE GAS ASSESSMENT Dear Mr. Mark Moshayedi: Urban Crossroads, Inc. is pleased to submit this Air Quality and greenhouse gas assessment to Space Investment Partners (Client) for the proposed 2510 West Coast Highway Mixed -Use Development (Project). The Project site is in the mariner's mile near the intersection of West Coast Highway and Tustin Avenue in the City of Newport Beach, as shown on Exhibit 1-A. EXECUTIVE SUMMARY SUMMARY OF FINDINGS Results of the Memo indicate the construction of the Project would result in less than significant impacts associated with air quality emissions. TABLE 1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS Analysis Significance Findings Unmitigated Mitigated Construction Emissions Less Than Significant n/a Operational Emissions Less Than Significant n/a Localized Emissions Less Than Significant n/a CO "Hot Spot" Analysis Less Than Significant n/a Air Quality Management Plan Less Than Significant n/a 12-185 Sensitive Receptors Less Than Significant n/a Odors Less Than Significant n/a Cumulative Impacts Less Than Significant n/a Greenhouse Gas Emissions Less Than Significant n/a PROJECT DESCRIPTION The Project is proposed to consist of a mix of residential, boutique automotive showroom, and office use as shown on Exhibit 1-B. The Project will be developed on three levels as described below: Level 1: Boutique Auto Showroom with 8,741 gross square feet of use with 750 square feet of office use, 291 square feet of stair egress, and an additional 1,484 square feet of mezzanine office use. Level 2: Multi -family residential with 18 dwelling units. Level 3: Multi -family residential with 17 dwelling units. The combined mixed -use project will provide a total of 35 multi -family residential dwelling units with 11,266 gross square feet of non-residential uses (boutique auto showroom and office use). The discrepancy between the project area square feet of 11,266 and the 10,975 as noted in the traffic report is due to the 291 square feet of stair egress included in this report. The stair egress will not cause any AQ or GHG impacts. STANDARD REGULATORY REQUIREMENTS/BEST AVAILABLE CONTROL MEASURES (BACMS) South Coast Air Quality Management District (SCAQMD) Rules that are currently applicable during construction activity for this Project include but are not limited to Rule 403 (Fugitive Dust) (1), Rule 1113 (Architectural Coatings) (2), Rule 445 (Wood Burning Devices). Implementation of these rules are required pursuant to existing law and therefore is considered part of the Project. BACM AQ-1 All applicable measures included in Rule 403, shall be incorporated into Project plans and specifications as implementation of Rule 403, which include but are not limited to (1): • All clearing, grading, earth -moving, or excavation activities shall cease when winds exceed 25 mph per SCAQMD guidelines in order to limit fugitive dust emissions. The contractor shall ensure that traffic speeds on unpaved roads and Project site areas are limited to 15 miles per hour or less. 12-186 EXHIBIT A: LOCATION MAP r I 77�99eO'y�/f �J f ll CLIFF pft e / aR i svrnlnig / , Basin Sources; Esri, HERE, Garmin, Intermup, increment P Corp., GESCO USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster Nt, Ordnance Survey, EsHfopan, METI, Esd China (Hong Kong), (c) OpenSrreetMap contrlhatars, and the GIS LEGEND: C1Site Boundary 12-187 EXHIBIT B: SITE PLAN e o O _.. �. OFWESTCOAS7 hyC,hiWAY. 12-188 • The contractor shall ensure that all disturbed unpaved roads and disturbed areas within the Project are watered at least three (3) times daily during dry weather. Watering, with complete coverage of disturbed areas, shall occur at least three times a day, preferably in the mid -morning, afternoon, and after work is done for the day. BACM AQ-2 The following measures shall be incorporated into Project plans and specifications as implementation of SCAQMD Rule 1113 (2): • Only "Low -Volatile Organic Compounds (VOC)" paints (no more than 50 gram/liter of VOC) consistent with SCAQMD Rule 1113 shall be used. BACM AQ-3 The following measures shall be incorporated into Project plans and specifications as implementation of SCAQMD Rule 445 (3): • Rule 445 prohibits the use of wood burning stoves and fireplaces in new developments. CONSTRUCTION -SOURCE MITIGATION MEASURES As shown in the analysis below, the Project would not result in an exceedance of any localized or regional construction -source or operational -source emissions thresholds. As such, the Project would not result in any significant impacts and no mitigation measures are required. CALIFORNIA EMISSIONS ESTIMATOR MODELTm EMPLOYED TO ESTIMATE AQ EMISSIONS On October 17, 2017, the SCAQMD in conjunction with the California Air Pollution Control Officers Association (CAPCOA) and other California air districts, released the latest version of the California Emissions Estimator ModelT"" (CaIEEMod) v2016.3.2. The purpose of this model is to more accurately calculate construction -source and operational -source criteria pollutant (Nitrogen Oxides (NOx), VOC, Particulate Matter less than 10 microns (PM1o), Particulate Matter less than 2.5 microns (PM2.$), Sulfur Oxides (SOx), and Carbon Monoxide (CO)) and GHG emissions from direct and indirect sources; and quantify applicable air quality and GHG reductions achieved from mitigation measures. Accordingly, the latest version of CaIEEMod has been used for this Project to determine construction impacts related to the Project. Modeling outputs are provided in Attachments A. AIR QUALITY REGIONAL EMISSIONS CONSTRUCTION The estimated number of days of construction are shown on Table 2. Equipment employed for Project construction activities are based on CaIEEMod defaults, as shown on Table 3. The Project construction fleet may vary due to specific Project needs at any given time. 12-189 TABLE 2: CONSTRUCTION DURATION Phase Name Days Demolition 10 Site Preparation 1 Grading 2 Building Construction 230 Paving 5 Architectural Coating 5 TABLE 3: CONSTRUCTION EQUIPMENT Activity Equipment Amount Hours Per Day Demolition Concrete Industrial Saw 1 8 Rubber Tired Dozer 1 1 Tractor/Loader/Backhoe 2 6 Site Preparation Grader 1 8 Tractor/Loader/Backhoe 1 8 Grading Grader 1 8 Rubber Tired Dozer 1 1 Tractor/Loader/Backhoe 2 6 Building Construction Crane 1 4 Forklift 2 6 Tractor/Loader/Backhoe 2 8 Paving Cement and Mortar Mixers 4 6 Pavers 1 7 Rollers 1 7 Tractor/Loader/Backhoe 1 7 Architectural Coating Air Compressors 1 6 12-190 Mr. Mark Moshayedi Space Investment Partners June 10, 2020 Page 7 DEMOLITION The Project is anticipated to demolish existing uses on -site. Based on a review of aerial imagery, it is conservatively estimated that up to 10,000 square feet of building space/related debris could be demolished and removed from the site. GRADING ACTIVITIES The Project is anticipated to include soil import as a part of Project grading activities (to accommodate the subterranean parking structure proposed). The Project is expected require 310 cubic yards of soil import. For purposes of analysis, the 310 cubic yards of import along with a model default hauling trip length of 20 miles has been utilized. REGIONAL CONSTRUCTION EMISSIONS SUMMARY IMPACTS WITHOUT MITIGATION The estimated maximum daily construction emissions without mitigation are summarized on Table 4. Detailed construction model outputs are presented in Attachment A. Under the assumed construction modeling scenario discussed above, emissions resulting from the Project construction would not exceed criteria pollutant thresholds established by the SCAQMD for emissions of any criteria pollutant, and accordingly will not result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard.. Thus, a less than significant impact would occur for regional Project -related construction -source emissions and no mitigation is required. TABLE 4: PROJECT CONSTRUCTION EMISSIONS AND REGIONAL THRESHOLDS (WITHOUT MITIGATION) Phase Emissions (Ibs/day) VOC NOx CO Sox PM10 PM2.5 2020 1.01 17.08 8.50 0.03 1.65 0.89 2021 64.06 8.62 8.30 0.02 0.81 0.51 Maximum Daily Emissions 64.06 17.08 8.50 0.03 1.65 0.89 SCAQMD Regional Threshold 75 100 550 150 150 55 Threshold Exceeded? NO NO NO NO NO NO Ibs/day = Pounds Per Day OPERATIONS Operational activities associated with the Project would result in emissions of CO, VOCs, NOx, SOx, PM1o, and PM2.5. Operational related emissions are expected from the following primary sources: area source emissions, energy source emissions, mobile source emissions, and on -site equipment emissions. 12-191 AREA SOURCE EMISSIONS Architectural Coatings — Over a period of time, the buildings that are part of this Project will be subject to emissions resulting from the evaporation of solvents contained in paints, varnishes, primers, and other surface coatings as part of Project maintenance. The emissions associated with architectural coatings were calculated using CaIEEMod. Consumer Products — Consumer products include, but are not limited to detergents, cleaning compounds, polishes, personal care products, and lawn and garden products. Many of these products contain organic compounds which when released in the atmosphere can react to form ozone and other photochemically reactive pollutants. The emissions associated with use of consumer products were calculated based on defaults provided within CaIEEMod. Landscape Maintenance Equipment — Landscape maintenance equipment would generate emissions from fuel combustion and evaporation of unburned fuel. Equipment in this category would include lawnmowers, shedders/grinders, blowers, trimmers, chain saws, and hedge trimmers used to maintain the landscaping of the Project. The emissions associated with landscape maintenance equipment were calculated based on assumptions provided in CaIEEMod. ENERGY SOURCE EMISSIONS Combustion Emissions Associated with Natural Gas and Electricity — Electricity and natural gas are used by almost every project. Criteria pollutant emissions are emitted through the generation of electricity and consumption of natural gas. However, because electrical generating facilities for the Project area are located either outside the region (state) or offset through the use of pollution credits (RECLAIM) for generation within the SCAB, criteria pollutant emissions from offsite generation of electricity is generally excluded from the evaluation of significance and only natural gas use is considered. The emissions associated with natural gas use were calculated using CalEEMod. MOBILE SOURCE EMISSIONS Project mobile source air quality emissions are primarily dependent on overall daily vehicle trip generation. The Project related operational air quality impacts derive primarily from vehicle trips generated by the Project. Project trips are based upon the 2510 W. Coast Hwy Mixed Use Development preliminary trip generation estimates provided by the City and relied on in UC's noise analysis. REGIONAL OPERATIONAL EMISSIONS SUMMARY IMPACTS WITHOUT MITIGATION Table 4 summarizes the Project's daily regional emissions from on -going operations. Detailed operational model outputs are presented in Attachment A. During operational activity, the Project will not exceed any of the thresholds of significance, and accordingly will not result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is non -attainment under 12-192 an applicable federal or state ambient air quality standard. Thus, a less than significant impact would occur for regional Project -related operation -sources emissions, and no mitigation is required. TABLE 5: PROJECT OPERATIONAL EMISSIONS AND REGIONAL THRESHOLDS - WITHOUT MITIGATION Operational Activities Emissions (lbs/day) VOC NOx CO Sox PM10 PM2.5 Summer Scenario Area Source 10.25 0.76 20.69 0.05 2.69 2.69 Energy Source 0.02 0.17 0.08 0.00 0.01 0.01 Mobile 1.41 2.91 12.18 0.03 3.27 0.90 Total Maximum Daily Emissions 11.67 1 3.84 1 32.95 0.08 1 5.98 3.60 SCAQMD Regional Threshold 55 55 550 150 150 55 Threshold Exceeded? NO NO NO NO NO NO Winter Scenario Area Source 10.25 0.76 20.69 0.05 2.69 2.69 Energy Source 0.02 0.17 0.08 0.00 0.01 0.01 Mobile 1.47 3.02 11.85 0.03 3.27 0.90 Total Maximum Daily Emissions 11.74 1 3.94 1 32.63 0.08 1 5.98 3.60 SCAQMD Regional Threshold 55 55 550 150 150 55 Threshold Exceeded? NO NO NO NO NO NO LOCALIZED EMISSIONS The analysis makes use of methodology included in the SCAQMD Final Localized Significance Threshold Methodology (LST Methodology) (4). The SCAQMD has established that impacts to air quality are significant if there is a potential to contribute or cause localized exceedances of the federal and/or state ambient air quality standards (NAAQS/CAAQS). Collectively, these are referred to as Localized Significance Thresholds (LSTs). The SCAQMD established LSTs in response to the SCAQMD Governing Board's Environmental Justice Initiative 1-41. LSTs represent the maximum emissions from a project that will not cause or contribute to an exceedance of the most stringent applicable federal or state ambient air quality standard at the nearest residence or sensitive receptor. The SCAQMD states that lead agencies can use the LSTs as another indicator of significance in its air quality impact analyses. 'The purpose of SCAQMD's Environmental Justice program is to ensure that everyone has the right to equal protection from air pollution and fair access to the decision -making process that works to improve the quality of air within their communities. Further, the SCAQMD defines Environmental Justice as "...equitable environmental policymaking and enforcement to protect the health of all residents, regardless of age, culture, ethnicity, gender, race, socioeconomic status, or geographic location, from the health effects of air pollution." 12-193 Sensitive Receptors Receptor locations are off -site locations where individuals may be exposed to emissions from Project activities. This Memorandum analyzes localized construction emissions impacts at the nearest sensitive receptors. Some people are especially sensitive to air pollution and are given special consideration when evaluating air quality impacts from projects. These groups of people include children, the elderly, individuals with pre-existing respiratory or cardiovascular illness, and athletes and others who engage in frequent exercise. Structures that house these persons or places where they gather to exercise are defined as "sensitive receptors"; they are also known to be locations where an individual can remain for 24 hours. Sensitive receptors in the Project study area include existing residential homes, commercial, and educational uses. To assess the potential for localized impacts, the following sensitive receptor locations as shown on Exhibit C were identified as representative locations for analysis. R1: Located approximately 83 feet north of the Project site, R1 represents an existing single-family residential home located at 204 Tustin Avenue. R2: Location R2 represents the location 60 feet north of the Site roughly 47 feet above the pad elevation of the Project at 124 Tustin Avenue. R3: Located approximately 197 feet north of the Project site, R3 represents the Newport Theatre Arts Center. R4: Location R4 represents the existing outdoor play area for the nearby Bright Horizons daycare facility 2500 West Coast Highway located approximately 23 feet east of the Project site boundary. R5: Located approximately 55 feet west of the Project site, R5 represents the existing commercial retail uses that share a common courtyard area at 124 Tustin Avenue. The SCAQMD recommends that the nearest sensitive receptor be considered when determining the Project's potential to cause an individual and cumulatively significant impact. As such, the nearest sensitive receptor for evaluation is located at R4, the existing outdoor play area for the nearby Bright Horizons daycare facility located approximately 25 feet/7.6 meters east of the Project site. The LST Methodology explicitly states that "It is possible that a project may have receptors closer than 25 meters. Projects with boundaries located closer than 25 meters to the nearest receptor should use the LSTs for receptors located at 25 meters (4)." As the daycare facility is located less than 25-meters from the Project site, the 25-meter receptor distance will be used for evaluation of localized impacts consistent with SCAQMD's recommendations. LOCALIZED CONSTRUCTION EMISSIONS SUMMARY IMPACTS WITHOUT MITIGATION Table 6 identifies the localized impacts at the nearest receptor location in the vicinity of the Project. Outputs from the model runs for construction LSTs are provided in Attachment A. Under the assumed construction modeling scenario (as previously discussed), emissions resulting from the Project construction will not exceed the numerical thresholds of significance established by the SCQMD for any criteria pollutant, accordingly the Project's construction will not expose sensitive receptors to substantial pollutant concentrations. Thus, a less than significant impact related to sensitive receptors exposure to pollutants concentrations from Project construction would occur and no mitigation is required. 12-194 TABLE 6: LOCALIZED SIGNIFICANCE SUMMARY OF CONSTRUCTION WITHOUT MITIGATION) Maximum On -Site Construction Emissions Emissions (lbs/day) NOx CO PMio PMz.s Demolition Maximum Daily Emissions 7.87 7.62 1.45 0.59 SCAQMD Localized Threshold 92 647 4 3 Threshold Exceeded? NO NO NO NO Site Preparation Maximum Daily Emissions 8.43 4.09 0.87 0.37 SCAQMD Localized Threshold 92 647 4 3 Threshold Exceeded? NO NO NO NO Grading Maximum Daily Emissions 7.87 7.62 1.22 0.86 SCAQMD Localized Threshold 92 647 4 3 Threshold Exceeded? NO NO NO NO Building Construction Maximum Daily Emissions 8.85 7.39 0.52 0.48 SCAQMD Localized Threshold 92 647 4 3 Threshold Exceeded? NO NO NO NO Paving Maximum Daily Emissions 6.72 7.09 0.35 0.33 SCAQMD Localized Threshold 92 647 4 3 Threshold Exceeded? NO NO NO NO Architectural Coating Maximum Daily Emissions 1.53 1.82 0.09 0.09 SCAQMD Localized Threshold 92 647 4 3 Threshold Exceeded? NO NO NO NO 12-195 r�; EXHIBIT C: RECEPTOR LOCATIONS LEGEND. Site Boundary Receptor Locations Distance from receiver to project site boundary (in feet) � I - - ,alai 12-196 CO "HOTSPOT" ANALYSIS As discussed below, the Project would not result in potentially adverse CO concentrations or "hot spots." Further, detailed modeling of Project -specific CO "hot spots" is not needed to reach this conclusion. An adverse CO concentration, known as a "hot spot", would occur if an exceedance of the state one -hour standard of 20 ppm or the eight -hour standard of 9 ppm were to occur. At the time of the SCAQMD's CEQA Air Quality Handbook (1993) (1993 CEQA Handbook), the SCAB was designated nonattainment under the CAAQS and NAAQS for CO (5). It has long been recognized that CO hotspots are caused by vehicular emissions, primarily when idling at congested intersections. In response, vehicle emissions standards have become increasingly stringent in the last twenty years. Currently, the allowable CO emissions standard in California is a maximum of 3.4 grams/mile for passenger cars (there are requirements for certain vehicles that are more stringent). With the turnover of older vehicles, introduction of cleaner fuels, and implementation of increasingly sophisticated and efficient emissions control technologies, CO concentration in the SCAB is now designated as attainment. To establish a more accurate record of baseline CO concentrations affecting the SCAB, a CO "hot spot" analysis was conducted in 2003 for four busy intersections in Los Angeles at the peak morning and afternoon time periods. This "hot spot" analysis did not predict any violation of CO standards, as shown on Table 3-14. TABLE 7: CO MODEL RESULTS Intersection Location CO Concentrations (ppm) Morning 1-hour Afternoon 1-hour 8-hour Wilshire Boulevard/Veteran Avenue 4.6 3.5 3.7 Sunset Boulevard/Highland Avenue 4 4.5 3.5 La Cienega Boulevard/Century Boulevard 3.7 3.1 5.2 Long Beach Boulevard/Imperial Highway 3 3.1 8.4 Source: 2003 AQMP, Appendix V: Modeling and Attainment Demonstrations Notes: Federal 1-hour standard is 35 ppm and the deferral 8-hour standard is 9.0 ppm. Based on the SCAQMD's 2003 Air Quality Management Plan (2003 AQMP) and the 1992 Federal Attainment Plan for Carbon Monoxide (1992 CO Plan), peak CO concentrations in the SCAB were a result of unusual meteorological and topographical conditions and not a result of traffic volumes and congestion at a particular intersection. As evidence of this, for example, 9.3 ppm 8- hour CO concentration measured at the Long Beach Boulevard and Imperial Highway intersection (highest CO generating intersection within the "hot spot" analysis), only 0.7 ppm was attributable to the traffic volumes and congestion at this intersection; the remaining 8.6 ppm were due to the ambient air measurements at the time the 2003 AQMP was prepared (6). In contrast, the ambient 8-hour CO concentration within the Project study area is estimated at 1.4 ppm-1.6 ppm. Therefore, even if the traffic volumes for the Project were double or even triple of the traffic volumes generated at the Long Beach Boulevard and Imperial Highway intersection, coupled with 12-197 the on -going improvements in ambient air quality, the Project would not be capable of resulting in a CO "hot spot" at any study area intersections. Similar considerations are also employed by other Air Districts when evaluating potential CO concentration impacts. More specifically, the Bay Area Air Quality Management District (BAAQMD) concludes that under existing and future vehicle emission rates, a given project would have to increase traffic volumes at a single intersection by more than 44,000 vehicles per hour (vph)—or 24,000 vph where vertical and/or horizontal air does not mix —in order to generate a significant CO impact (7). Traffic volumes generating the CO concentrations for the "hot spot" analysis is shown on Table 3-15. The busiest intersection evaluated was that at Wilshire Blvd and Veteran Ave., which has a daily traffic volume of approximately 100,000 vph and AM/PM traffic volumes of 8,062 vph and 7,719 vph respectively (8). The 2003 AQMP estimated that the 1-hour concentration for this intersection was 4.6 ppm; this indicates that, should the daily traffic volume increase four times to 400,000 vehicles per day, CO concentrations (4.6 ppm x 4= 18.4 ppm) would still not likely exceed the most stringent 1-hour CO standard (20.0 ppm)2. At buildout of the Project, the highest daily traffic volumes generated at the roadways within the vicinity of the Project are expected to generate less than the highest daily traffic volumes generated at the busiest intersection in the CO "hot spot" analysis. As such, the Project would not likely exceed the most stringent 1-hour CO standard. The proposed Project considered herein would not produce the volume of traffic required to generate a CO "hot spot" either in the context of the 2003 Los Angeles hot spot study or based on representative BAAQMD CO threshold considerations. Therefore, CO "hot spots" are not an environmental impact of concern for the proposed Project. Localized air quality impacts related to mobile -source emissions would therefore be less than significant. TABLE 8: TRAFFIC VOLUMES Intersection Location Peak Traffic Volumes (vph) Eastbound (AM/PM) Westbound (AM/PM) Southbound (AM/PM) Northbound (AM/PM) Total (AM/PM) Wilshire Boulevard/Veteran Avenue 4,954/2,069 1,830/3,317 721/1,400 560/933 8,062/7,719 Sunset Boulevard/Highland Avenue 1,417/1,764 1,342/1,540 2,304/1,832 1,551/2,238 6,614/5,374 La Cienega Boulevard/Century Boulevard 2,540/2,243 1,890/2,728 1,384/2,029 821/1,674 6,634/8,674 Long Beach Boulevard/Imperial Highway 1,217/2,020 1,760/1,400 479/944 756/1,150 4,212/5,514 Source: 2003 AQMP 2 Based on the ratio of the CO standard (20.0 ppm) and the modeled value (4.6 ppm) 12-198 AIR QUALITY MANAGEMENT PLANNING The Project site is located within the SCAB, which is characterized by relatively poor air quality. The SCAQMD has jurisdiction over an approximately 10,743 square -mile area consisting of the four -county Basin and the Los Angeles County and Riverside County portions of what use to be referred to as the Southeast Desert Air Basin. In these areas, the SCAQMD is principally responsible for air pollution control, and works directly with the SCAG, county transportation commissions, local governments, as well as state and federal agencies to reduce emissions from stationary, mobile, and indirect sources to meet state and federal ambient air quality standards. Currently, these state and federal air quality standards are exceeded in most parts of the SCAB. In response, the SCAQMD has adopted a series of AQMPs to meet the state and federal ambient air quality standards. AQMPs are updated regularly in order to more effectively reduce emissions, accommodate growth, and to minimize any negative fiscal impacts of air pollution control on the economy. In March 2017, the SCAQMD released the 2016 AQMP. The 2016 AQMP continues to evaluate current integrated strategies and control measures to meet the NAAQS, as well as, explore new and innovative methods to reach its goals. Some of these approaches include utilizing incentive programs, recognizing existing co -benefit programs from other sectors, and developing a strategy with fair -share reductions at the federal, state, and local levels (9). Similar to the 2012 AQMP, the 2016AQMP incorporates scientific and technological information and planning assumptions, including the 2016-2040 RTP/SCS, a planning document that supports the integration of land use and transportation to help the region meet the CAA requirements (10). The Project's consistency with the AQMP will be determined using the 2016 AQMP as discussed below. Criteria for determining consistency with the AQMP are defined in Chapter 12, Section 12.2 and Section 12.3 of the 1993 CEQA Handbook (11). These indicators are discussed below: CONSISTENCY CRITERION No. 1 The proposed Project will not result in an increase in the frequency or severity of existing air quality violations or cause or contribute to new violations or delay the timely attainment of air quality standards or the interim emissions reductions specified in the AQMP. The violations that Consistency Criterion No. 1 refers to are the CAAQS and NAAQS. CAAQS and NAAQS violations would occur if regional or localized significance thresholds were exceeded. Construction Impacts — Consistency Criterion 1 Consistency Criterion No. 1 refers to violations of the CAAQS and NAAQS. CAAQS and NAAQS violations would occur if LSTs or regional significance thresholds were exceeded. As evaluated, after implementation of MM AQ-1, the Project's regional and localized construction -source emissions would not exceed applicable regional significance threshold and LST thresholds. As such, a less than significant impact is expected. 12-199 Operational Impacts — Consistency Criterion 1 Consistency Criterion No. 1 refers to violations of the CAAQS and NAAQS. CAAQS and NAAQS violations would occur if LSTs or regional significance thresholds were exceeded. As evaluated, the Project's regional and localized operational -source emissions would not exceed applicable regional significance threshold and LST thresholds. As such, a less than significant impact is expected. On the basis of the preceding discussion, the Project is determined to be consistent with the first criterion. CONSISTENCY CRITERION No. 2 The Project will not exceed the assumptions in the AQMP based on the years of Project build -out phase. The 2016 AQMP demonstrates that the applicable ambient air quality standards can be achieved within the timeframes required under federal law. Growth projections from local land use plans adopted by cities in the district are provided to the SCAG, which develops regional growth forecasts, which are then used to develop future air quality forecasts for the AQMP. Development consistent with the growth projections in City of Newport Beach Coastal Land Use Plan (12) is considered to be consistent with the AQMP. Construction Impacts — Consistency Criterion 2 Peak day emissions generated by construction activities are largely independent of land use assignments, but rather are a function of development scope and maximum area of disturbance. Irrespective of the site's land use designation, development of the site to its maximum potential would likely occur, with disturbance of the entire site occurring during construction activities. Operational Impacts — Consistency Criterion 2 The existing land use designation within the Coastal Land Use Plan is Mixed Use Horizontal. As previously stated, the proposed Project consists of 35 multi -family residential dwelling units with 10,975 gross square feet of non-residential uses (boutique auto showroom and office use). The uses proposed by the Project are consistent with the City's land use designation. Additionally, the Project's construction and operational -source air pollutant emissions would not exceed the regional or localized significance thresholds. On the basis of the preceding discussion, the Project is determined to be consistent with the second criterion. AQMP CONSISTENCY CONCLUSION The Project would not result in or cause NAAQS or CAAQS violations. The proposed Project is consistent with the land use and growth intensities reflected in the adopted Coastal Land Use Plan (12). 12-200 Furthermore, the Project would not exceed any applicable regional or local thresholds. As such, the Project is therefore considered to be consistent with the AQMP. POTENTIAL IMPACTS TO SENSITIVE RECEPTORS The potential impact of Project -generated air pollutant emissions at sensitive receptors has also been considered. Sensitive receptors can include uses such as long-term health care facilities, rehabilitation centers, and retirement homes. Residences, schools, playgrounds, childcare centers, and athletic facilities can also be considered as sensitive receptors. Results of the LST analysis indicate that, the Project would not exceed the SCAQMD localized significance thresholds during construction. Therefore, sensitive receptors would not be exposed to substantial pollutant concentrations during Project construction. Results of the LST analysis indicate that the Project would not exceed the SCAQMD localized significance thresholds during operational activity. Further Project traffic would not create or result in a CO "hotspot." Therefore, sensitive receptors would not be exposed to substantial pollutant concentrations as the result of Project operations. ODORS The potential for the Project to generate objectionable odors has also been considered. Land uses generally associated with odor complaints include: • Agricultural uses (livestock and farming) • Wastewater treatment plants • Food processing plants • Chemical plants • Composting operations • Refineries • Landfills • Dairies • Fiberglass molding facilities The Project does not contain land uses typically associated with emitting objectionable odors. Potential odor sources associated with the proposed Project may result from construction equipment exhaust and the application of asphalt and architectural coatings during construction activities and the temporary storage of typical solid waste (refuse) associated with the proposed Project's (long-term operational) 12-201 uses. Standard construction requirements would minimize odor impacts from construction. The construction odor emissions would be temporary, short-term, and intermittent in nature and would cease upon completion of the respective phase of construction and is thus considered less than significant. It is expected that Project -generated refuse would be stored in covered containers and removed at regular intervals in compliance with the City's solid waste regulations. The proposed Project would also be required to comply with SCAQMD Rule 402 to prevent occurrences of public nuisances. Therefore, odors associated with the proposed Project construction and operations would be less than significant and no mitigation is required.3 CUMULATIVE IMPACTS As previously shown in Table 2-3, the CAAQS designate the Project site as nonattainment for 03 PM10, and PM2.5 while the NAAQS designates the Project site as nonattainment for 03 and PM2.5. The AQMD has published a report on how to address cumulative impacts from air pollution: White Paper on Potential Control Strategies to Address Cumulative Impacts from Air Pollution (12). In this report the AQMD clearly states (Page D-3): ":..the AQMD uses the some significance thresholds for project specific and cumulative impacts for all environmental topics analyzed in an Environmental Assessment or Environmental Impact Report (EIR). The only case where the significance thresholds for project specific and cumulative impacts differ is the Hazard Index (HI) significance threshold for TAC emissions. The project specific (project increment) significance threshold is HI > 1.0 while the cumulative (facility -wide) is HI > 3.0. It should be noted that the HI is only one of three TAC emission significance thresholds considered (when applicable) in a CEQA analysis. The other two are the maximum individual cancer risk (MICR) and the cancer burden, both of which use the some significance thresholds (MICR of 10 in 1 million and cancer burden of 0.5) for project specific and cumulative impacts. Projects that exceed the project -specific significance thresholds are considered by the SCAQMD to be cumulatively considerable. This is the reason project -specific and cumulative significance thresholds are the same. Conversely, projects that do not exceed the project - specific thresholds are generally not considered to be cumulatively significant." Therefore, this analysis assumes that individual projects that do not generate operational or construction emissions that exceed the SCAQMD's recommended daily thresholds for project -specific impacts would also not cause a cumulatively considerable increase in emissions for those pollutants for which the Basin is in nonattainment, and, therefore, would not be considered to have a significant, adverse air quality 3 RULE 402 NUISANCE. [Online] http://www.agmd.gov/docs/default-source/rule-book/rule-iv/rule- 402.pdf. 12-202 impact. Alternatively, individual project -related construction and operational emissions that exceed SCAQMD thresholds for project -specific impacts would be considered cumulatively considerable. CONSTRUCTION IMPACTS The Project -specific evaluation of emissions presented in the preceding analysis demonstrates that Project construction -source air pollutant emissions would not result in exceedances of regional thresholds. Therefore, Project construction -source emissions would be considered less than significant on a project -specific and cumulative basis. OPERATIONAL IMPACTS The Project -specific evaluation of emissions presented in the preceding analysis demonstrates that Project operational -source air pollutant emissions would not result in exceedances of regional thresholds. Therefore, Project operational -source emissions would be considered less than significant on a project -specific and cumulative basis. GREENHOUSE GAS EMISSIONS The City of Newport Beach has not adopted its own numeric threshold of significance for determining impacts with respect to GHG emissions. A screening threshold of 3,000 metric tons of carbon dioxide equivalent (MTCO2e) per year to determine if additional analysis is required is an acceptable approach for the proposed Project. This approach is a widely accepted screening threshold used by the City of Newport Beach and numerous cities in the South Coast Air Basin (SCAB). EMISSIONS SUMMARY The annual GHG emissions associated with the operation of the proposed Project are estimated to be 718.74 MTCO2e per year as summarized in Table 9. Direct and indirect operational emissions associated with the Project are compared with the SCAQMD's proposed Tier 3 threshold of significance for non- industrial projects, which is 3,000 MTCO2e per year. As shown, the proposed Project would result in a less than significant impact with respect to GHG emissions. 12-203 TABLE 9: TOTAL PROJECT GHG EMISSIONS (ANNUAL) Emissions (MT/yr) Emission Source CO2 CH4 N20 Total CO2e Annual construction -related emissions amortized over 30 years 5.88 0.00 0.00 5.92 Area 11.45 0.01 0.00 11.82 Energy 135.07 0.00 0.00 135.64 Mobile Sources 524.45 0.04 0.00 525.33 Waste 5.61 0.33 0.00 13.89 Water Usage 22.54 0.11 0.00 26.14 Total CO2e (All Sources) 712.82 Screening Threshold (CO2e) 3,000 Threshold Exceeded? NO If you have any questions, please contact me directly at (949) 336-5987. Respectfully submitted, URBAN CROSSROADS, INC. Haseeb Qureshi, Associate Principal 12-204 REFERENCES 1. South Coat Air Quality Management District. Rule 403. Fugitive Dust. [Online] https://www.agmd.gov/docs/default-source/rule-book/rule-iv/rule-403.pdf?sfvrsn=4. 2. South Coast Air Quality Management District. RULE 1113. Architectural Coatings. [Online] http://www.agmd.gov/docs/default-source/rule-book/reg-xi/r1113.pdf. 3. South Coast Air Quality Management. Rule 445. Wood Burning Devices. [Online] http://www.agmd.gov/docs/default-source/rule-book/rule-iv/rule-445.pdf. 4. South Coast Air Quality Management District. Localized Significance Thresholds Methodology. s.l.: South Coast Air Quality Managment District, 2003. 5. —. 2003 Air Quality Management Plan. [Online] 2003. http://www.agmd.gov/docs/default- source/clean-air-plans/air-quality-management-plans/2003-air-quality-management- plan/2003-aqmp-appendix-v.pdf. 6. —. 2003 Air Quality Management Plan. [Online] 2003. https://www.agmd.gov/home/air- quality/clean-air-plans/air-quality-mgt-plan/2003-aqmp. 7. Bay Area Air Quality Management District. [Online] http://www.baagmd.gov/. 8. South Coast Air Quality Management District. 2003 Air Quality Management Plan. [Online] 2003. https://www.agmd.gov/home/air-quality/clean-air-plans/air-quality-mgt-plan/2003- aqmp. 9. —. Final 2016 Air Quality Management Plan (AQMP). [Online] March 2017. http://www.agmd.gov/docs/default-source/clean-air-plans/air-quality-management- plans/2016-air-quality-management-plan/final-2016-aqmp/final2016agmp.pdf?sfvrsn=ll. 10. Southern California Association of Governments. 2016-2040 Regional Transportation Plan/Sustainable Communities Strategy. [Online] April 2016. http://scagrtpscs.net/Documents/2016/final/f20l6RTPSCS.pdf. 11. South Coast Air Quality Management District. CEQA Air Quality Handbook (1993). 1993. 12. Goss, Tracy A and Kroeger, Amy. White Paper on Potential Control Strategies to Address Cumulative Impacts from Air Pollution. [Online] South Coast Air Quality Management District, 2003. http://www.agmd.gov/rules/ciwg/final_white_pa per.pdf. 12-205 ATTACHMENT A: CALEEMOD OUTPUTS 12-206 CaIEEMod Version: CaIEEMod.2016.3.2 1.0 Project Characteristics 1.1 Land Usage Page 1 of 76 2510 West Coast Highway - Orange County, Summer 2510 West Coast Highway Orange County, Summer Date: 6/8/2020 9:42 AM Land Uses Size Metric Lot Acreage Floor Surface Area Population Office Park 2.52 + 1000sgft ; 0.00 2,525.00 i 0 •------------------------------_------------------------------_------------------------------= Condo/Townhouse 35.00 Dwelling Unit --- --------- ------------i------------- 0.98 34,306.00 -+ - - - - -- 100 + ; •------------------------------_------------------------------_----------------------------- T --------------}------------------E- -------------- Strip Mall 8.74 1000sgft 0.00 8,741.00 0 1.2 Other Project Characteristics Urbanization Urban Climate Zone 8 Utility Company Southern California Edison CO2Intensity 702.44 (lb/MWhr) Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Operational Year 2021 CH4Intensity 0.029 N20Intensity 0.006 (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data 12-207 CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer Project Characteristics - Land Use - Per noise study and architectural drawing Construction Phase - Per AQ memo Demolition - Grading - Vehicle Emission Factors - Vehicle Emission Factors - Vehicle Emission Factors - Land Use Change - Construction Off -road Equipment Mitigation - Table Name Column Name Default Value New Value tblConstruction Phase NumDays i 100.00 230.00 ----------------------------_------------------------------r-----------------------------t-------------------------- tblGradin Material Imported 0.00 310.00 ---------------------------- tblLandUse ------------------------------ -------------------------------------------------------- Land UseSquareFeet 2,520.00 2,525.00 ---------------------------- tblLandUse ------------------------------ t----------------------------- t------------------------- Land UseSquareFeet 35,000.00 34,306.00 -----------------------------_-----------------------------r-----------------------------t-------------------------- tblLandUse Land UseSquareFeet 1 8,740.00 8,741.00 ----------------------------- tblLandUse ------------------------------ ------------t-------------------------- LotAcrea e } 0.06 0.00 ----------------------------- tblLandUse ------------------------------ --------------------------------------- LotAcrea e } 2.19 0.98 ----------------------------- tblLandUse ------------------------------ --------------------------------------- LotAcrea e } 0.20 0.00 ----------------------------- tblVehicleEF ------------------------------ t-----------------------------t-------------------------- HHD 0.63 0.03 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 0.16 0.14 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 0.08 8.1503e-007 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 2.36 5.39 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 1.29 0.84 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 3.99 0.01 ----------------------------- tblVehicleEF ------------------------------------------------------------- -------------------------- HHD 4,116.44 1,057.87 12-208 CaIEEMod Version: CaIEEMod.2016.3.2 Page 3 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF HHD 1,683.99 1,517.44 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 12.64 0.09 tblVehicleEF HHD i 20.04 5.92 tblVehicleEF HHD i 3.96 3.93 tblVehicleEF HHD i 0.02 8.4879e-003 tblVehicleEF HHD i 0.06 0.06 tblVehicleEF HHD i 0.03 0.04 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.1600e-004 1.4783e-006 tblVehicleEF HHD i 0.02 8.1207e-003 tblVehicleEF HHD i 0.03 0.03 tblVehicleEF HHD i 8.6750e-003 8.7677e-003 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.0700e-004 1.3593e-006 tblVehicleEF HHD i 1.1800e-004 5.8030e-006 tblVehicleEF HHD i 4.9160e-003 2.4273e-004 tblVehicleEF HHD i 0.57 0.41 tblVehicleEF HHD i 8.9000e-005 4.1063e-006 tblVehicleEF HHD i 0.13 0.12 tblVehicleEF HHD i 4.6300e-004 1.1212e-003 tblVehicleE F HHD i 0.10 4.2665e-006 tblVehicleEF HHD i 0.04 9.6941 e-003 tblVehicleEF HHD i 0.02 0.01 tblVehicleEF HHD i 1.9200e-004 8.5664e-007 tblVehicleEF HHD i 1.1800e-004 5.8030e-006 tblVehicleEF HHD i 4.9160e-003 2.4273e-004 tblVehicleEF HHD 0.68 0.48 12-209 CaIEEMod Version: CaIEEMod.2016.3.2 Page 4 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF HHD 8.9000e-005 4.1063e-006 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 0.31 0.27 tblVehicleEF HHD i 4.6300e-004 1.1212e-003 tblVehicleEF HHD i 0.11 4.6713e-006 tblVehicleEF HHD i 0.59 0.03 tblVehicleEF HHD i 0.16 0.14 tblVehicleE F HHD i 0.08 7.8282e-007 tblVehicleEF HHD i 1.72 5.25 tblVehicleEF HHD i 1.30 0.84 tblVehicleEF HHD i 3.80 0.01 tblVehicleEF HHD } 4,359.67 1,057.02 tblVehicleEF HHD } 1,683.99 1,517.44 tblVehicleEF HHD i 12.64 0.09 tblVehicleEF HHD i 20.68 5.78 tblVehicleEF HHD i 3.75 3.72 tblVehicleEF HHD i 0.02 7.8073e-003 tblVehicleEF HHD i 0.06 0.06 tblVehicleEF HHD i 0.03 0.04 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.1600e-004 1.4783e-006 tblVehicleEF HHD i 0.02 7.4696e-003 tblVehicleEF HHD i 0.03 0.03 tblVehicleEF HHD i 8.6750e-003 8.7677e-003 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.0700e-004 1.3593e-006 tblVehicleEF HHD i 1.6900e-004 8.5198e-006 tblVehicleE F HHD 5.0090e-003 2.4616e-004 12-210 CaIEEMod Version: CaIEEMod.2016.3.2 Page 5 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF HHD 0.54 0.43 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 1.2500e-004 6.0857e-006 tblVehicleEF HHD i 0.13 0.12 tblVehicleEF HHD i 4.4900e-004 1.1012e-003 tblVehicleEF HHD i 0.09 4.1088e-006 tblVehicleE F HHD i 0.04 9.6851 e-003 tblVehicleEF HHD i 0.02 0.01 tblVehicleEF HHD i 1.8900e-004 8.4844e-007 tblVehicleEF HHD i 1.6900e-004 8.5198e-006 tblVehicleEF HHD i 5.0090e-003 2.4616e-004 tblVehicleEF HHD i 0.64 0.50 tblVehicleEF HHD i 1.2500e-004 6.0857e-006 tblVehicleEF HHD i 0.31 0.27 tblVehicleEF HHD i 4.4900e-004 1.1012e-003 tblVehicleEF HHD i 0.10 4.4987e-006 tblVehicleEF HHD i 0.68 0.02 tblVehicleE F HHD i 0.16 5.0361 e-003 tblVehicleE F HHD i 0.08 8.2267e-007 tblVehicleEF HHD i 3.25 5.42 tblVehicleEF HHD i 1.29 0.46 tblVehicleEF HHD i 4.03 0.01 tblVehicleEF HHD } 3,780.54 1,027.42 tblVehicleEF HHD } 1,683.99 1,421.63 tblVehicleEF HHD i 12.64 0.09 tblVehicleEF HHD i 19.16 5.92 tblVehicleEF HHD i 3.89 3.78 tblVehicleEF HHD 0.02 8.9816e-003 12-211 CaIEEMod Version: CaIEEMod.2016.3.2 Page 6 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF HHD 0.06 0.06 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 0.03 0.03 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.1600e-004 1.4783e-006 tblVehicleEF HHD i 0.02 8.5930e-003 tblVehicleEF HHD i 0.03 0.03 tblVehicleEF HHD i 8.6750e-003 8.5162e-003 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.0700e-004 1.3593e-006 tblVehicleEF HHD i 1.1700e-004 6.0588e-006 tblVehicleEF HHD i 5.3110e-003 2.7018e-004 tblVehicleEF HHD i 0.61 0.39 tblVehicleEF HHD i 9.00OOe-005 4.2977e-006 tblVehicleEF HHD i 0.13 0.11 tblVehicleEF HHD i 5.0200e-004 1.1943e-003 tblVehicleEF HHD i 0.10 4.3030e-006 tblVehicleE F HHD i 0.03 9.7066e-003 tblVehicleEF HHD i 0.02 0.01 tblVehicleEF HHD i 1.9300e-004 8.5821e-007 tblVehicleEF HHD i 1.1700e-004 6.0588e-006 tblVehicleEF HHD i 5.3110e-003 2.7018e-004 tblVehicleEF HHD i 0.73 0.44 tblVehicleEF HHD i 9.00OOe-005 4.2977e-006 tblVehicleEF HHD i 0.31 0.12 tblVehicleEF HHD i 5.0200e-004 1.1943e-003 tblVehicleE F HHD i 0.11 4.7113e-006 tblVehicleEF LDA 4.3340e-003 2.6622e-003 12-212 CaIEEMod Version: CaIEEMod.2016.3.2 Page 7 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDA 5.1760e-003 0.05 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 0.58 0.68 tblVehicleEF LDA i 1.10 2.11 tblVehicleEF LDA i 263.86 265.52 tblVehicleEF LDA i 58.33 54.23 tblVehicleEF LDA i 0.05 0.04 tblVehicleEF LDA i 0.04 0.04 tblVehicleEF LDA i 8.00OOe-003 7.8475e-003 tblVehicleEF LDA i 1.9130e-003 1.6723e-003 tblVehicleEF LDA i 2.2790e-003 1.9248e-003 tblVehicleEF LDA i 0.02 0.02 tblVehicleEF LDA i 2.00OOe-003 1.9619e-003 tblVehicleEF LDA i 1.7630e-003 1.5403e-003 tblVehicleEF LDA i 2.0960e-003 1.7699e-003 tblVehicleEF LDA i 0.04 0.05 tblVehicleEF LDA i 0.09 0.10 tblVehicleEF LDA i 0.03 0.05 tblVehicleEF LDA i 0.01 0.01 tblVehicleEF LDA i 0.04 0.21 tblVehicleEF LDA i 0.07 0.23 tblVehicleEF LDA i 2.6420e-003 2.6267e-003 tblVehicleEF LDA i 6.020Oe-004 5.3662e-004 tblVehicleEF LDA i 0.04 0.05 tblVehicleEF LDA i 0.09 0.10 tblVehicleEF LDA 0.03 i 0.05 tblVehicleEF LDA 0.02 i 0.01 tblVehicleEF LDA 0.04 0.21 12-213 CaIEEMod Version: CaIEEMod.2016.3.2 Page 8 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDA 0.08 0.25 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 4.5760e-003 2.8325e-003 tblVehicleEF LDA i 4.6500e-003 0.05 tblVehicleEF LDA i 0.63 0.74 tblVehicleEF LDA i 0.95 1.82 tblVehicleEF LDA i 274.96 276.40 tblVehicleEF LDA i 58.33 53.69 tblVehicleEF LDA i 0.04 0.03 tblVehicleEF LDA i 0.04 0.04 tblVehicleEF LDA i 8.00OOe-003 7.8475e-003 tblVehicleEF LDA i 1.9130e-003 1.6723e-003 tblVehicleEF LDA i 2.2790e-003 1.9248e-003 tblVehicleEF LDA i 0.02 0.02 tblVehicleEF LDA i 2.00OOe-003 1.9619e-003 tblVehicleEF LDA i 1.7630e-003 1.5403e-003 tblVehicleEF LDA i 2.0960e-003 1.7699e-003 tblVehicleEF LDA i 0.05 0.07 tblVehicleEF LDA i 0.09 0.10 tblVehicleEF LDA i 0.05 0.07 tblVehicleEF LDA i 0.01 0.01 tblVehicleEF LDA i 0.04 0.19 tblVehicleEF LDA i 0.06 0.21 tblVehicleEF LDA i 2.7540e-003 2.7344e-003 tblVehicleEF LDA i 5.9900e-004 5.3128e-004 tblVehicleEF LDA 0.05 i 0.07 tblVehicleEF LDA 0.09 i 0.10 tblVehicleEF LDA 0.05 0.07 12-214 CaIEEMod Version: CaIEEMod.2016.3.2 Page 9 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDA 0.02 0.02 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 0.04 0.19 tblVehicleEF LDA i 0.07 0.23 tblVehicleEF LDA i 4.2520e-003 2.6083e-003 tblVehicleEF LDA i 5.2830e-003 0.05 tblVehicleEF LDA i 0.56 0.65 tblVehicleEF LDA i 1.13 2.18 tblVehicleEF LDA i 259.76 261.50 tblVehicleEF LDA i 58.33 54.34 tblVehicleEF LDA i 0.05 0.04 tblVehicleEF LDA i 0.04 0.04 tblVehicleEF LDA i 8.00OOe-003 7.8475e-003 tblVehicleEF LDA i 1.9130e-003 1.6723e-003 tblVehicleEF LDA i 2.2790e-003 1.9248e-003 tblVehicleEF LDA i 0.02 0.02 tblVehicleEF LDA i 2.00OOe-003 1.9619e-003 tblVehicleEF LDA i 1.7630e-003 1.5403e-003 tblVehicleEF LDA i 2.0960e-003 1.7699e-003 tblVehicleEF LDA i 0.04 0.05 tblVehicleEF LDA i 0.10 0.10 tblVehicleEF LDA i 0.03 0.05 tblVehicleEF LDA i 0.01 0.01 tblVehicleEF LDA i 0.04 0.23 tblVehicleEF LDA i 0.07 0.23 tblVehicleEF LDA i 2.6010e-003 2.5869e-003 tblVehicleEF LDA i 6.0200e-004 5.3778e-004 tblVehicleEF LDA 0.04 0.05 12-215 CaIEEMod Version: CaIEEMod.2016.3.2 Page 10 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDA 0.10 0.10 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 0.03 0.05 tblVehicleEF LDA i 0.02 0.01 tblVehicleEF LDA i 0.04 0.23 tblVehicleEF LDA i 0.08 0.26 tblVehicleEF LDT1 i 9.9920e-003 6.2082e-003 tblVehicleEF LDT1 i 0.01 0.07 tblVehicleEF LDT1 i 1.19 1.26 tblVehicleEF LDT1 i 2.74 2.32 tblVehicleEF LDT1 i 324.21 313.05 tblVehicleEF LDT1 i 71.81 65.11 tblVehicleEF LDT1 i 0.11 0.10 tblVehicleEF LDT1 i 0.04 0.04 tblVehicleEF LDT1 i 8.00OOe-003 7.9540e-003 tblVehicleEF LDT1 i 2.5570e-003 2.3060e-003 tblVehicleEF LDT1 i 3.2780e-003 2.6454e-003 tblVehicleEF LDT1 i 0.02 0.02 tblVehicleEF LDT1 i 2.00OOe-003 1.9885e-003 tblVehicleEF LDT1 i 2.3530e-003 2.1217e-003 tblVehicleEF LDT1 i 3.0150e-003 2.4325e-003 tblVehicleEF LDT1 i 0.12 0.12 tblVehicleEF LDT1 i 0.25 0.19 tblVehicleEF LDT1 i 0.10 0.11 tblVehicleEF LDT1 i 0.02 0.03 tblVehicleEF LDT1 i 0.16 0.66 tblVehicleEF LDT1 i 0.19 0.36 tblVehicleEF LDT1 3.2560e-003 3.0978e-003 12-216 CaIEEMod Version: CaIEEMod.2016.3.2 Page 11 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDT1 7.6600e-004 6.4435e-004 ----------------------------- tblVehicleEF Y---------------------------- LDT1 �-----------------------------T-------------------------- i 0.12 0.12 tblVehicleEF LDT1 i 0.25 0.19 tblVehicleEF LDT1 i 0.10 0.11 tblVehicleEF LDT1 i 0.04 0.04 tblVehicleEF LDT1 i 0.16 0.66 tblVehicleEF LDT1 i 0.21 0.40 tblVehicleEF LDT1 i 0.01 6.5571 e-003 tblVehicleEF LDT1 i 0.01 0.07 tblVehicleEF LDT1 i 1.28 1.36 tblVehicleEF LDT1 i 2.36 2.00 tblVehicleEF LDT1 i 337.31 324.18 tblVehicleEF LDT1 i 71.81 64.47 tblVehicleEF LDT1 i 0.10 0.09 tblVehicleEF LDT1 i 0.04 0.04 tblVehicleEF LDT1 i 8.00OOe-003 7.9540e-003 tblVehicleEF LDT1 i 2.5570e-003 2.3060e-003 tblVehicleEF LDT1 i 3.2780e-003 2.6454e-003 tblVehicleEF LDT1 i 0.02 0.02 tblVehicleEF LDT1 i 2.00OOe-003 1.9885e-003 tblVehicleEF LDT1 i 2.3530e-003 2.1217e-003 tblVehicleEF LDT1 i 3.0150e-003 2.4325e-003 tblVehicleEF LDT1 i 0.17 0.18 tblVehicleEF LDT1 i 0.26 0.20 tblVehicleEF LDT1 i 0.14 0.15 tblVehicleEF LDT1 i 0.03 0.03 tblVehicleEF LDT1 0.14 0.61 12-217 CaIEEMod Version: CaIEEMod.2016.3.2 Page 12 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDT1 0.17 0.32 ----------------------------- tblVehicleEF Y---------------------------- LDT1 -----------------------------4-------------------------- 3.3880e-003 i 3.2080e-003 tblVehicleEF LDT1 7.5900e-004 i 6.3799e-004 tblVehicleEF LDT1 0.17 i 0.18 tblVehicleEF LDT1 0.26 i 0.20 tblVehicleEF LDT1 0.14 i 0.15 tblVehicleEF LDT1 0.04 i 0.04 tblVehicleEF LDT1 0.14 i 0.61 tblVehicleEF LDT1 0.19 i 0.36 tblVehicleEF LDT1 9.8200e-003 i 6.0953e-003 tblVehicleEF LDT1 0.01 i 0.07 tblVehicleEF LDT1 1.16 i 1.22 tblVehicleEF LDT1 2.82 i 2.40 tblVehicleEF LDT1 319.38 i 308.94 tblVehicleEF LDT1 71.81 i 65.25 tblVehicleEF LDT1 0.11 i 0.10 tblVehicleEF LDT1 0.04 i 0.04 tblVehicleEF LDT1 8.00OOe-003 i 7.9540e-003 tblVehicleEF LDT1 2.5570e-003 i 2.3060e-003 tblVehicleEF LDT1 3.2780e-003 i 2.6454e-003 tblVehicleEF LDT1 0.02 i 0.02 tblVehicleEF LDT1 2.00OOe-003 i 1.9885e-003 tblVehicleEF LDT1 2.3530e-003 i 2.1217e-003 tblVehicleEF LDT1 3.0150e-003 i 2.4325e-003 tblVehicleEF LDT1 0.12 i 0.13 tblVehicleEF LDT1 0.29 i 0.22 tblVehicleEF LDT1 0.10 0.11 12-218 CaIEEMod Version: CaIEEMod.2016.3.2 Page 13 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDT1 0.02 0.03 ----------------------------- tblVehicleEF Y---------------------------- LDT1 -----------------------------4-------------------------- i 0.18 0.78 tblVehicleEF LDT1 0.19 i 0.37 tblVehicleEF LDT1 3.2070e-003 i 3.0572e-003 tblVehicleEF LDT1 7.6700e-004 i 6.4574e-004 tblVehicleEF LDT1 0.12 i 0.13 tblVehicleEF LDT1 0.29 i 0.22 tblVehicleEF LDT1 0.10 i 0.11 tblVehicleEF LDT1 0.04 i 0.04 tblVehicleEF LDT1 0.18 i 0.78 tblVehicleEF LDT1 0.21 i 0.41 tblVehicleEF LDT2 5.7840e-003 i 4.0565e-003 tblVehicleEF LDT2 6.6620e-003 i 0.07 tblVehicleEF LDT2 0.74 i 0.91 tblVehicleEF LDT2 1.41 i 2.69 tblVehicleEF LDT2 369.26 i 341.01 tblVehicleEF LDT2 81.71 i 71.31 tblVehicleEF LDT2 0.07 i 0.07 tblVehicleEF LDT2 0.04 i 0.04 tblVehicleEF LDT2 8.00OOe-003 i 7.9476e-003 tblVehicleEF LDT2 1.8090e-003 i 1.6369e-003 tblVehicleEF LDT2 2.1990e-003 i 1.8210e-003 tblVehicleEF LDT2 0.02 i 0.02 tblVehicleEF LDT2 2.00OOe-003 i 1.9869e-003 tblVehicleEF LDT2 1.6640e-003 i 1.5065e-003 tblVehicleEF LDT2 2.0220e-003 i 1.6744e-003 tblVehicleEF LDT2 0.05 0.07 12-219 CaIEEMod Version: CaIEEMod.2016.3.2 Page 14 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDT2 0.11 0.12 ----------------------------- tblVehicleEF Y---------------------------- LDT2 �-----------------------------T-------------------------- i 0.05 0.08 tblVehicleEF LDT2 i 0.01 0.02 tblVehicleEF LDT2 i 0.06 0.39 tblVehicleEF LDT2 i 0.09 0.32 tblVehicleEF LDT2 i 3.6980e-003 3.3737e-003 tblVehicleEF LDT2 i 8.4100e-004 7.0569e-004 tblVehicleEF LDT2 i 0.05 0.07 tblVehicleEF LDT2 i 0.11 0.12 tblVehicleEF LDT2 i 0.05 0.08 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.06 0.39 tblVehicleEF LDT2 i 0.10 0.35 tblVehicleEF LDT2 i 6.1050e-003 4.3054e-003 tblVehicleEF LDT2 i 5.9960e-003 0.06 tblVehicleEF LDT2 i 0.80 0.99 tblVehicleEF LDT2 i 1.22 2.32 tblVehicleEF LDT2 i 384.42 352.00 tblVehicleEF LDT2 i 81.71 70.61 tblVehicleEF LDT2 i 0.06 0.06 tblVehicleEF LDT2 i 0.04 0.04 tblVehicleEF LDT2 i 8.00OOe-003 7.9476e-003 tblVehicleEF LDT2 i 1.8090e-003 1.6369e-003 tblVehicleEF LDT2 i 2.1990e-003 1.8210e-003 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 2.00OOe-003 1.9869e-003 tblVehicleEF LDT2 1.6640e-003 1.5065e-003 12-220 CaIEEMod Version: CaIEEMod.2016.3.2 Page 15 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDT2 2.0220e-003 1.6744e-003 ----------------------------- tblVehicleEF Y---------------------------- LDT2 �-----------------------------T-------------------------- i 0.07 0.11 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.07 0.10 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.05 0.36 tblVehicleEF LDT2 i 0.08 0.29 tblVehicleEF LDT2 i 3.8500e-003 3.4825e-003 tblVehicleEF LDT2 i 8.3800e-004 6.9879e-004 tblVehicleEF LDT2 i 0.07 0.11 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.07 0.10 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.05 0.36 tblVehicleEF LDT2 i 0.09 0.31 tblVehicleEF LDT2 i 5.6750e-003 3.9776e-003 tblVehicleEF LDT2 i 6.7990e-003 0.07 tblVehicleEF LDT2 i 0.72 0.88 tblVehicleEF LDT2 i 1.45 2.77 tblVehicleEF LDT2 i 363.66 336.95 tblVehicleEF LDT2 i 81.71 71.46 tblVehicleEF LDT2 i 0.07 0.07 tblVehicleEF LDT2 i 0.04 0.04 tblVehicleEF LDT2 i 8.00OOe-003 7.9476e-003 tblVehicleEF LDT2 i 1.8090e-003 1.6369e-003 tblVehicleEF LDT2 i 2.1990e-003 1.8210e-003 tblVehicleEF LDT2 0.02 0.02 12-221 CaIEEMod Version: CaIEEMod.2016.3.2 Page 16 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LDT2 2.00OOe-003 1.9869e-003 ----------------------------- tblVehicleEF Y---------------------------- LDT2 �-----------------------------T-------------------------- i 1.6640e-003 1.5065e-003 tblVehicleEF LDT2 i 2.0220e-003 1.6744e-003 tblVehicleEF LDT2 i 0.04 0.07 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.05 0.08 tblVehicleEF LDT2 i 0.01 0.02 tblVehicleEF LDT2 i 0.07 0.46 tblVehicleEF LDT2 i 0.09 0.33 tblVehicleEF LDT2 i 3.6420e-003 3.3336e-003 tblVehicleEF LDT2 i 8.4100e-004 7.0720e-004 tblVehicleEF LDT2 i 0.04 0.07 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.05 0.08 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.07 0.46 tblVehicleEF LDT2 i 0.10 0.36 tblVehicleEF LHD1 i 5.7990e-003 5.8183e-003 tblVehicleEF LHD1 i 0.01 5.0096e-003 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 0.15 0.19 tblVehicleEF LHD1 i 0.78 0.57 tblVehicleEF LHD1 i 2.55 1.09 tblVehicleEF LHD1 i 9.03 9.05 tblVehicleEF LHD1 i 603.73 667.72 tblVehicleEF LHD1 i 33.13 12.41 tblVehicleEF LHD1 0.08 0.06 12-222 CaIEEMod Version: CaIEEMod.2016.3.2 Page 17 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LHD1 1.27 0.81 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 8.6000e-004 7.5586e-004 tblVehicleEF LHD1 i 0.08 0.08 tblVehicleEF LHD1 i 0.01 9.6464e-003 tblVehicleEF LHD1 i 0.01 7.2149e-003 tblVehicleEF LHD1 i 9.1700e-004 2.5532e-004 tblVehicleEF LHD1 i 8.2300e-004 7.2316e-004 tblVehicleEF LHD1 i 0.03 0.03 tblVehicleEF LHD1 i 2.5110e-003 2.4116e-003 tblVehicleEF LHD1 i 9.9290e-003 6.8769e-003 tblVehicleEF LHD1 i 8.4300e-004 2.3476e-004 tblVehicleEF LHD1 i 2.8210e-003 2.2568e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 1.7870e-003 1.4216e-003 tblVehicleEF LHD1 i 0.06 0.05 tblVehicleEF LHD1 i 0.28 0.47 tblVehicleEF LHD1 i 0.27 0.08 tblVehicleEF LHD1 i 9.1000e-005 8.7939e-005 tblVehicleEF LHD1 i 5.9280e-003 6.5213e-003 tblVehicleEF LHD1 i 3.7900e-004 1.2281e-004 tblVehicleEF LHD1 i 2.8210e-003 2.2568e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.03 tblVehicleEF LHD1 i 1.7870e-003 1.4216e-003 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 0.28 0.47 12-223 CaIEEMod Version: CaIEEMod.2016.3.2 Page 18 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LHD1 0.29 0.09 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 5.7990e-003 5.8302e-003 tblVehicleEF LHD1 i 0.01 5.0977e-003 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 0.15 0.19 tblVehicleEF LHD1 i 0.79 0.58 tblVehicleEF LHD1 i 2.44 1.04 tblVehicleEF LHD1 i 9.03 9.05 tblVehicleEF LHD1 i 603.73 667.74 tblVehicleEF LHD1 i 33.13 12.33 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 1.19 0.76 tblVehicleEF LHD1 i 8.6000e-004 7.5586e-004 tblVehicleEF LHD1 i 0.08 0.08 tblVehicleEF LHD1 i 0.01 9.6464e-003 tblVehicleEF LHD1 i 0.01 7.2149e-003 tblVehicleEF LHD1 i 9.1700e-004 2.5532e-004 tblVehicleEF LHD1 i 8.2300e-004 7.2316e-004 tblVehicleEF LHD1 i 0.03 0.03 tblVehicleEF LHD1 i 2.5110e-003 2.4116e-003 tblVehicleEF LHD1 i 9.9290e-003 6.8769e-003 tblVehicleEF LHD1 i 8.4300e-004 2.3476e-004 tblVehicleEF LHD1 i 3.9390e-003 3.1604e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 2.4300e-003 1.9450e-003 :------------------------------ ---------------------------- tblVehicleEF ------------------------ LHD1 0.06 0.05 12-224 CaIEEMod Version: CaIEEMod.2016.3.2 Page 19 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LHD1 0.27 0.45 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 0.26 0.08 tblVehicleEF LHD1 i 9.1000e-005 8.7939e-005 tblVehicleEF LHD1 i 5.9280e-003 6.5214e-003 tblVehicleEF LHD1 i 3.7700e-004 1.2203e-004 tblVehicleEF LHD1 i 3.9390e-003 3.1604e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.03 tblVehicleEF LHD1 i 2.4300e-003 1.9450e-003 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 0.27 0.45 tblVehicleEF LHD1 i 0.28 0.08 tblVehicleEF LHD1 i 5.7990e-003 5.8161e-003 tblVehicleEF LHD1 i 0.01 4.9859e-003 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 0.15 0.19 tblVehicleEF LHD1 i 0.77 0.57 tblVehicleEF LHD1 i 2.56 1.09 tblVehicleEF LHD1 i 9.03 9.05 tblVehicleEF LHD1 i 603.73 667.72 tblVehicleEF LHD1 i 33.13 12.42 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 1.24 0.80 tblVehicleEF LHD1 i 8.6000e-004 7.5586e-004 tblVehicleEF LHD1 i 0.08 0.08 tblVehicleEF LHD1 i 0.01 9.6464e-003 :------------------------------ ---------------------------- tblVehicleEF ------------------------ LHD1 0.01 7.2149e-003 12-225 CaIEEMod Version: CaIEEMod.2016.3.2 Page 20 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LHD1 9.1700e-004 2.5532e-004 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 8.2300e-004 7.2316e-004 tblVehicleEF LHD1 i 0.03 0.03 tblVehicleEF LHD1 i 2.5110e-003 2.4116e-003 tblVehicleEF LHD1 i 9.9290e-003 6.8769e-003 tblVehicleEF LHD1 i 8.4300e-004 2.3476e-004 tblVehicleEF LHD1 i 2.9400e-003 2.3614e-003 tblVehicleEF LHD1 i 0.11 0.08 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 1.8110e-003 1.4457e-003 tblVehicleEF LHD1 i 0.06 0.05 tblVehicleEF LHD1 i 0.30 0.50 tblVehicleEF LHD1 i 0.27 0.08 tblVehicleEF LHD1 i 9.1000e-005 8.7939e-005 tblVehicleEF LHD1 i 5.9280e-003 6.5212e-003 tblVehicleEF LHD1 i 3.8000e-004 1.2294e-004 tblVehicleEF LHD1 i 2.9400e-003 2.3614e-003 tblVehicleEF LHD1 i 0.11 0.08 tblVehicleEF LHD1 i 0.02 0.03 tblVehicleEF LHD1 i 1.8110e-003 1.4457e-003 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 0.30 0.50 tblVehicleEF LHD1 i 0.29 0.09 tblVehicleEF LHD2 i 4.2890e-003 4.2528e-003 tblVehicleEF LHD2 i 4.2710e-003 3.6633e-003 tblVehicleEF LHD2 i 9.4470e-003 0.01 tblVehicleEF LHD2 0.13 0.16 12-226 CaIEEMod Version: CaIEEMod.2016.3.2 Page 21 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LHD2 0.36 0.41 ----------------------------- tblVehicleEF Y---------------------------- LHD2 �-----------------------------T-------------------------- i 1.38 0.76 tblVehicleEF LHD2 i 13.67 13.61 tblVehicleEF LHD2 i 619.08 679.10 tblVehicleEF LHD2 i 28.46 10.01 tblVehicleEF LHD2 i 0.10 0.09 tblVehicleEF LHD2 i 0.87 0.94 tblVehicleEF LHD2 i 1.1890e-003 1.1974e-003 tblVehicleEF LHD2 i 0.09 0.09 tblVehicleEF LHD2 i 0.01 0.01 tblVehicleEF LHD2 i 9.7400e-003 0.01 tblVehicleEF LHD2 i 4.6100e-004 1.4938e-004 tblVehicleEF LHD2 i 1.1370e-003 1.1456e-003 tblVehicleEF LHD2 i 0.04 0.04 tblVehicleEF LHD2 i 2.6460e-003 2.6120e-003 tblVehicleEF LHD2 i 9.3060e-003 9.6641e-003 tblVehicleEF LHD2 i 4.2300e-004 1.3735e-004 tblVehicleEF LHD2 i 1.1610e-003 1.4569e-003 tblVehicleEF LHD2 i 0.04 0.05 tblVehicleEF LHD2 i 0.02 0.02 tblVehicleEF LHD2 i 7.7900e-004 9.3370e-004 tblVehicleEF LHD2 i 0.05 0.05 tblVehicleEF LHD2 i 0.09 0.30 tblVehicleEF LHD2 i 0.13 0.06 tblVehicleEF LHD2 i 1.3400e-004 1.3057e-004 tblVehicleEF LHD2 i 6.0340e-003 6.5784e-003 :------------ ---------------------------- tblVehicleEF ------------------------ LHD2 10------------------ 3.00e-004 9.9072e-005 12-227 CaIEEMod Version: CaIEEMod.2016.3.2 Page 22 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LHD2 1.1610e-003 1.4569e-003 ----------------------------- tblVehicleEF Y---------------------------- LHD2 �-----------------------------T-------------------------- i 0.04 0.05 tblVehicleEF LHD2 i 0.02 0.03 tblVehicleEF LHD2 i 7.7900e-004 9.3370e-004 tblVehicleEF LHD2 i 0.05 0.06 tblVehicleEF LHD2 i 0.09 0.30 tblVehicleEF LHD2 i 0.14 0.06 tblVehicleEF LHD2 i 4.2890e-003 4.2615e-003 tblVehicleEF LHD2 i 4.3220e-003 3.7008e-003 tblVehicleEF LHD2 i 9.1410e-003 0.01 tblVehicleEF LHD2 i 0.13 0.16 tblVehicleEF LHD2 i 0.37 0.41 tblVehicleEF LHD2 i 1.32 0.73 tblVehicleEF LHD2 i 13.67 13.61 tblVehicleEF LHD2 i 619.08 679.11 tblVehicleEF LHD2 i 28.46 9.96 tblVehicleEF LHD2 i 0.10 0.09 tblVehicleEF LHD2 i 0.82 0.88 tblVehicleEF LHD2 i 1.1890e-003 1.1974e-003 tblVehicleEF LHD2 i 0.09 0.09 tblVehicleEF LHD2 i 0.01 0.01 tblVehicleEF LHD2 i 9.7400e-003 0.01 tblVehicleEF LHD2 i 4.6100e-004 1.4938e-004 tblVehicleEF LHD2 i 1.1370e-003 1.1456e-003 tblVehicleEF LHD2 i 0.04 0.04 tblVehicleEF LHD2 i 2.6460e-003 2.6120e-003 :------------------------------ ---------------------------- tblVehicleEF ------------------------ LHD2 9.3060e-003 9.6641 e-003 12-228 CaIEEMod Version: CaIEEMod.2016.3.2 Page 23 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LHD2 4.2300e-004 1.3735e-004 ----------------------------- tblVehicleEF Y---------------------------- LHD2 -----------------------------4-------------------------- 1.6270e-003 i 2.0405e-003 tblVehicleEF LHD2 0.04 i 0.05 tblVehicleEF LHD2 0.02 i 0.02 tblVehicleEF LHD2 1.0610e-003 i 1.2766e-003 tblVehicleEF LHD2 0.05 i 0.05 tblVehicleEF LHD2 0.08 i 0.29 tblVehicleEF LHD2 0.12 i 0.05 tblVehicleEF LHD2 1.3400e-004 i 1.3057e-004 tblVehicleEF LHD2 6.0340e-003 i 6.5785e-003 tblVehicleEF LHD2 3.0900e-004 i 9.8524e-005 tblVehicleEF LHD2 1.6270e-003 i 2.0405e-003 tblVehicleEF LHD2 0.04 i 0.05 tblVehicleEF LHD2 0.02 i 0.03 tblVehicleEF LHD2 1.0610e-003 i 1.2766e-003 tblVehicleEF LHD2 0.05 i 0.06 tblVehicleEF LHD2 0.08 i 0.29 tblVehicleEF LHD2 0.13 i 0.06 tblVehicleEF LHD2 4.2890e-003 i 4.2512e-003 tblVehicleEF LHD2 4.2570e-003 i 3.6533e-003 tblVehicleEF LHD2 9.5090e-003 i 0.01 tblVehicleEF LHD2 0.13 i 0.16 tblVehicleEF LHD2 0.36 i 0.41 tblVehicleEF LHD2 1.38 i 0.76 tblVehicleEF LHD2 13.67 i 13.61 tblVehicleEF LHD2 619.08 i 679.10 tblVehicleEF LHD2 28.46 10.02 12-229 CaIEEMod Version: CaIEEMod.2016.3.2 Page 24 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LHD2 0.10 0.09 ----------------------------- tblVehicleEF Y---------------------------- LHD2 -----------------------------4-------------------------- i 0.85 0.92 tblVehicleEF LHD2 1.1890e-003 i 1.1974e-003 tblVehicleEF LHD2 0.09 i 0.09 tblVehicleEF LHD2 0.01 i 0.01 tblVehicleEF LHD2 9.7400e-003 i 0.01 tblVehicleEF LHD2 4.6100e-004 i 1.4938e-004 tblVehicleEF LHD2 1.1370e-003 i 1.1456e-003 tblVehicleEF LHD2 0.04 i 0.04 tblVehicleEF LHD2 2.6460e-003 i 2.6120e-003 tblVehicleEF LHD2 9.3060e-003 i 9.6641 e-003 tblVehicleEF LHD2 4.2300e-004 i 1.3735e-004 tblVehicleEF LHD2 1.1810e-003 i 1.5016e-003 tblVehicleEF LHD2 0.04 i 0.06 tblVehicleEF LHD2 0.02 i 0.02 tblVehicleEF LHD2 7.7800e-004 i 9.3294e-004 tblVehicleEF LHD2 0.05 i 0.05 tblVehicleEF LHD2 0.10 i 0.33 tblVehicleEF LHD2 0.13 i 0.06 tblVehicleEF LHD2 1.3400e-004 i 1.3057e-004 tblVehicleEF LHD2 6.0340e-003 i 6.5784e-003 tblVehicleEF LHD2 3.1000e-004 i 9.9159e-005 tblVehicleEF LHD2 1.1810e-003 i 1.5016e-003 tblVehicleEF LHD2 0.04 i 0.06 tblVehicleEF LHD2 0.02 i 0.03 tblVehicleEF LHD2 7.7800e-004 i 9.3294e-004 tblVehicleEF LHD2 0.05 0.06 12-230 CaIEEMod Version: CaIEEMod.2016.3.2 Page 25 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF LHD2 0.10 0.33 ----------------------------- tblVehicleEF Y---------------------------- LHD2 �-----------------------------T-------------------------- i 0.14 0.06 tblVehicleEF MY i 0.48 0.35 tblVehicleEF MY i 0.15 0.24 tblVehicleEF MY i 18.61 18.90 tblVehicleEF MY i 9.56 8.43 tblVehicleEF MY i 177.57 214.49 tblVehicleEF MY i 45.30 60.11 tblVehicleEF MY i 1.12 1.12 tblVehicleEF MY i 0.01 0.01 tblVehicleEF MY i 4.00OOe-003 4.00OOe-003 tblVehicleEF MY i 2.1370e-003 2.1162e-003 tblVehicleEF MY i 3.9240e-003 3.2682e-003 tblVehicleEF MY i 5.0400e-003 5.0400e-003 tblVehicleEF MY i 1.00OOe-003 1.00OOe-003 tblVehicleEF MY i 1.9990e-003 1.9796e-003 tblVehicleEF MY i 3.7000e-003 3.0806e-003 tblVehicleEF MY i 1.13 1.16 tblVehicleEF MY i 0.69 0.72 tblVehicleEF MY i 0.71 0.72 tblVehicleEF MY i 2.38 2.40 tblVehicleEF MY i 0.65 2.07 tblVehicleEF MY i 2.05 1.82 tblVehicleEF MY i 2.1510e-003 2.1225e-003 tblVehicleEF MY i 6.7000e-004 5.9482e-004 tblVehicleEF MY i 1.13 1.16 tblVehicleEF MY 0.69 0.72 12-231 CaIEEMod Version: CaIEEMod.2016.3.2 Page 26 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MY 0.71 0.72 ----------------------------- tblVehicleEF Y---------------------------- MY �-----------------------------T-------------------------- i 2.95 2.97 tblVehicleEF MY i 0.65 2.07 tblVehicleEF MY i 2.24 1.98 tblVehicleEF MY i 0.47 0.35 tblVehicleEF MY i 0.14 0.21 tblVehicleEF MY i 17.91 18.17 tblVehicleEF MY i 8.81 7.74 tblVehicleEF MY i 177.57 213.12 tblVehicleEF MY i 45.30 58.36 tblVehicleEF MY i 0.98 0.98 tblVehicleEF MY i 0.01 0.01 tblVehicleEF MY i 4.00OOe-003 4.00OOe-003 tblVehicleEF MY i 2.1370e-003 2.1162e-003 tblVehicleEF MY i 3.9240e-003 3.2682e-003 tblVehicleEF MY i 5.0400e-003 5.0400e-003 tblVehicleEF MY i 1.00OOe-003 1.00OOe-003 tblVehicleEF MY i 1.9990e-003 1.9796e-003 tblVehicleEF MY i 3.7000e-003 3.0806e-003 tblVehicleEF MY i 1.71 1.74 tblVehicleEF MY i 0.73 0.76 tblVehicleEF MY i 1.12 1.14 tblVehicleEF MY i 2.33 2.34 tblVehicleEF MY i 0.61 1.94 tblVehicleEF MY i 1.85 1.62 tblVehicleEF MY i 2.1380e-003 2.1090e-003 tblVehicleEF MY 6.5100e-004 5.7748e-004 12-232 CaIEEMod Version: CaIEEMod.2016.3.2 Page 27 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MY 1.71 1.74 ----------------------------- tblVehicleEF Y---------------------------- MY �-----------------------------T-------------------------- i 0.73 0.76 tblVehicleEF MY i 1.12 1.14 tblVehicleEF MY i 2.89 2.90 tblVehicleEF MY i 0.61 1.94 tblVehicleEF MY i 2.01 1.77 tblVehicleEF MY i 0.48 0.35 tblVehicleEF MY i 0.15 0.24 tblVehicleEF MY i 18.72 19.01 tblVehicleEF MY i 9.67 8.55 tblVehicleEF MY i 177.57 214.70 tblVehicleEF MY i 45.30 60.42 tblVehicleEF MY i 1.09 1.09 tblVehicleEF MY i 0.01 0.01 tblVehicleEF MY i 4.00OOe-003 4.00OOe-003 tblVehicleEF MY i 2.1370e-003 2.1162e-003 tblVehicleEF MY i 3.9240e-003 3.2682e-003 tblVehicleEF MY i 5.0400e-003 5.0400e-003 tblVehicleEF MY i 1.00OOe-003 1.00OOe-003 tblVehicleEF MY i 1.9990e-003 1.9796e-003 tblVehicleEF MY i 3.7000e-003 3.0806e-003 tblVehicleEF MY i 1.26 1.28 tblVehicleEF MY i 0.89 0.92 tblVehicleEF MY i 0.75 0.76 tblVehicleEF MY i 2.39 2.41 tblVehicleEF MY i 0.75 2.38 tblVehicleEF MY 2.09 1.86 12-233 CaIEEMod Version: CaIEEMod.2016.3.2 Page 28 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MY 2.1530e-003 2.1246e-003 ----------------------------- tblVehicleEF Y---------------------------- MY �-----------------------------T-------------------------- i 6.7300e-004 5.9790e-004 tblVehicleEF MY i 1.26 1.28 tblVehicleEF MY i 0.89 0.92 tblVehicleEF MY i 0.75 0.76 tblVehicleEF MY i 2.97 2.98 tblVehicleEF MY i 0.75 2.38 tblVehicleEF MY i 2.28 2.02 tblVehicleEF MDV i 0.01 5.6007e-003 tblVehicleEF MDV i 0.01 0.08 tblVehicleEF MDV i 1.26 1.12 tblVehicleEF MDV i 2.62 3.12 tblVehicleEF MDV i 500.02 420.73 tblVehicleEF MDV i 108.15 86.72 tblVehicleEF MDV i 0.14 0.10 tblVehicleEF MDV i 0.04 0.04 tblVehicleEF MDV i 8.00OOe-003 7.9666e-003 tblVehicleEF MDV i 1.9190e-003 1.7850e-003 tblVehicleEF MDV i 2.3090e-003 1.9836e-003 tblVehicleEF MDV i 0.02 0.02 tblVehicleEF MDV i 2.00OOe-003 1.9917e-003 tblVehicleEF MDV i 1.7700e-003 1.6466e-003 tblVehicleEF MDV i 2.1250e-003 1.8249e-003 tblVehicleEF MDV i 0.07 0.08 tblVehicleEF MDV i 0.16 0.14 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV 0.03 0.02 12-234 CaIEEMod Version: CaIEEMod.2016.3.2 Page 29 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MDV 0.10 0.42 ----------------------------- tblVehicleEF Y---------------------------- MDV �-----------------------------T-------------------------- i 0.20 0.41 tblVehicleEF MDV i 5.0080e-003 4.1596e-003 tblVehicleEF MDV i 1.1270e-003 8.5816e-004 tblVehicleEF MDV i 0.07 0.08 tblVehicleEF MDV i 0.16 0.14 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV i 0.04 0.03 tblVehicleEF MDV i 0.10 0.42 tblVehicleEF MDV i 0.22 0.45 tblVehicleEF MDV i 0.01 5.9079e-003 tblVehicleEF MDV i 0.01 0.08 tblVehicleEF MDV i 1.36 1.20 tblVehicleEF MDV i 2.27 2.69 tblVehicleEF MDV i 519.96 432.28 tblVehicleEF MDV i 108.15 85.89 tblVehicleEF MDV i 0.12 0.09 tblVehicleEF MDV i 0.04 0.04 tblVehicleEF MDV i 8.00OOe-003 7.9666e-003 tblVehicleEF MDV i 1.9190e-003 1.7850e-003 tblVehicleEF MDV i 2.3090e-003 1.9836e-003 tblVehicleEF MDV i 0.02 0.02 tblVehicleEF MDV i 2.00OOe-003 1.9917e-003 tblVehicleEF MDV i 1.7700e-003 1.6466e-003 tblVehicleEF MDV i 2.1250e-003 1.8249e-003 tblVehicleEF MDV i 0.10 0.12 tblVehicleEF MDV 0.16 0.14 12-235 CaIEEMod Version: CaIEEMod.2016.3.2 Page 30 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MDV 0.10 0.12 ----------------------------- tblVehicleEF Y---------------------------- MDV �-----------------------------T-------------------------- i 0.03 0.03 tblVehicleEF MDV i 0.09 0.39 tblVehicleEF MDV i 0.18 0.37 tblVehicleEF MDV i 5.2090e-003 4.2738e-003 tblVehicleEF MDV i 1.1210e-003 8.4999e-004 tblVehicleEF MDV i 0.10 0.12 tblVehicleEF MDV i 0.16 0.14 tblVehicleEF MDV i 0.10 0.12 tblVehicleEF MDV i 0.05 0.04 tblVehicleEF MDV i 0.09 0.39 tblVehicleEF MDV i 0.20 0.40 tblVehicleEF MDV i 0.01 5.5001 e-003 tblVehicleEF MDV i 0.02 0.09 tblVehicleEF MDV i 1.23 1.08 tblVehicleEF MDV i 2.69 3.21 tblVehicleEF MDV i 492.66 416.47 tblVehicleEF MDV i 108.15 86.90 tblVehicleEF MDV i 0.13 0.10 tblVehicleEF MDV i 0.04 0.04 tblVehicleEF MDV i 8.00OOe-003 7.9666e-003 tblVehicleEF MDV i 1.9190e-003 1.7850e-003 tblVehicleEF MDV i 2.3090e-003 1.9836e-003 tblVehicleEF MDV i 0.02 0.02 tblVehicleEF MDV i 2.00OOe-003 1.9917e-003 tblVehicleEF MDV i 1.7700e-003 1.6466e-003 tblVehicleEF MDV 2.1250e-003 1.8249e-003 12-236 CaIEEMod Version: CaIEEMod.2016.3.2 Page 31 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MDV 0.06 0.08 ----------------------------- tblVehicleEF Y---------------------------- MDV �-----------------------------T-------------------------- i 0.17 0.15 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV i 0.03 0.02 tblVehicleEF MDV i 0.11 0.49 tblVehicleEF MDV i 0.20 0.42 tblVehicleEF MDV i 4.9340e-003 4.1175e-003 tblVehicleEF MDV i 1.1290e-003 8.5994e-004 tblVehicleEF MDV i 0.06 0.08 tblVehicleEF MDV i 0.17 0.15 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV i 0.04 0.03 tblVehicleEF MDV i 0.11 0.49 tblVehicleEF MDV i 0.22 0.46 tblVehicleEF MH i 0.03 3.3605e-003 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 2.15 0.31 tblVehicleEF MH i 5.50 0.00 tblVehicleEF MH } 1,108.90 981.53 tblVehicleEF MH i 57.43 0.00 tblVehicleEF MH i 1.43 3.91 tblVehicleEF MH i 0.13 0.13 tblVehicleEF MH i 0.01 0.02 tblVehicleEF MH i 0.03 0.10 tblVehicleEF MH i 1.0490e-003 0.00 tblVehicleEF MH i 0.06 0.06 tblVehicleEF MH 3.2420e-003 4.00OOe-003 12-237 CaIEEMod Version: CaIEEMod.2016.3.2 Page 32 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer tblVehicleEF MH 0.03 0.09 ----------------------------- tblVehicleEF Y---------------------------- MH �-----------------------------T-------------------------- i 9.6500e-004 0.00 tblVehicleEF MH i 0.95 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.41 0.00 tblVehicleEF MH i 0.09 0.07 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.32 0.00 tblVehicleEF MH i 0.01 9.2790e-003 tblVehicleEF MH i 6.7000e-004 0.00 tblVehicleEF MH i 0.95 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.41 0.00 tblVehicleEF MH i 0.12 0.08 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.35 0.00 tblVehicleEF MH i 0.03 3.3605e-003 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 2.21 0.31 tblVehicleEF MH i 5.21 0.00 tblVehicleEF MH } 1,108.90 981.53 tblVehicleEF MH i 57.43 0.00 tblVehicleEF MH i 1.33 3.70 tblVehicleEF MH i 0.13 0.13 tblVehicleEF MH i 0.01 0.02 tblVehicleEF MH i 0.03 0.10 :------------------------------ ---------------------------- tblVehicleEF ------------------------ MH 1.0490e-003 0.00 12-238 CaIEEMod Version: CaIEEMod.2016.3.2 Page 33 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer tblVehicleEF MH 0.06 0.06 ----------------------------- tblVehicleEF Y---------------------------- MH �-----------------------------T-------------------------- i 3.2420e-003 4.00OOe-003 tblVehicleEF MH i 0.03 0.09 tblVehicleEF MH i 9.6500e-004 0.00 tblVehicleEF MH i 1.28 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.56 0.00 tblVehicleEF MH i 0.09 0.07 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.31 0.00 tblVehicleEF MH i 0.01 9.2790e-003 tblVehicleEF MH i 6.6500e-004 0.00 tblVehicleEF MH i 1.28 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.56 0.00 tblVehicleEF MH i 0.12 0.08 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.34 0.00 tblVehicleEF MH i 0.03 3.3605e-003 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 2.13 0.31 tblVehicleEF MH i 5.54 0.00 tblVehicleEF MH } 1,108.90 981.53 tblVehicleEF MH i 57.43 0.00 tblVehicleEF MH i 1.40 3.84 tblVehicleEF MH i 0.13 0.13 :------------------------------ ---------------------------- tblVehicleEF ------------------------ MH 0.01 0.02 12-239 CaIEEMod Version: CaIEEMod.2016.3.2 Page 34 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MH 0.03 0.10 ----------------------------- tblVehicleEF Y---------------------------- MH �-----------------------------T-------------------------- i 1.0490e-003 0.00 tblVehicleEF MH i 0.06 0.06 tblVehicleEF MH i 3.2420e-003 4.00OOe-003 tblVehicleEF MH i 0.03 0.09 tblVehicleEF MH i 9.6500e-004 0.00 tblVehicleEF MH i 1.05 0.00 tblVehicleEF MH i 0.08 0.00 tblVehicleEF MH i 0.43 0.00 tblVehicleEF MH i 0.09 0.07 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.32 0.00 tblVehicleEF MH i 0.01 9.2790e-003 tblVehicleEF MH i 6.7100e-004 0.00 tblVehicleEF MH i 1.05 0.00 tblVehicleEF MH i 0.08 0.00 tblVehicleEF MH i 0.43 0.00 tblVehicleEF MH i 0.12 0.08 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.35 0.00 tblVehicleEF MHD i 0.02 4.9135e-003 tblVehicleEF MHD i 4.2090e-003 5.6113e-003 tblVehicleEF MHD i 0.05 0.01 tblVehicleEF MHD i 0.36 0.39 tblVehicleEF MHD i 0.33 0.51 tblVehicleEF MHD i 6.12 1.31 tblVehicleEF MHD 141.40 56.75 12-240 CaIEEMod Version: CaIEEMod.2016.3.2 Page 35 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MHD 1,144.82 1,086.34 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 60.68 12.86 tblVehicleEF MHD i 0.54 0.43 tblVehicleEF MHD i 1.18 1.96 tblVehicleEF MHD i 2.3000e-004 1.4505e-003 tblVehicleEF MHD i 0.13 0.13 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 5.5730e-003 0.05 tblVehicleEF MHD i 7.9300e-004 1.1907e-004 tblVehicleEF MHD i 2.2000e-004 1.3878e-003 tblVehicleEF MHD i 0.06 0.06 tblVehicleEF MHD i 3.00OOe-003 3.00OOe-003 tblVehicleEF MHD i 5.3290e-003 0.05 tblVehicleEF MHD i 7.2900e-004 1.0948e-004 tblVehicleEF MHD i 1.1360e-003 4.8731e-004 tblVehicleEF MHD i 0.04 0.02 tblVehicleEF MHD i 0.03 0.02 tblVehicleEF MHD i 7.3800e-004 3.2888e-004 tblVehicleEF MHD i 0.04 0.09 tblVehicleEF MHD i 0.02 0.10 tblVehicleEF MHD i 0.38 0.06 tblVehicleEF MHD i 1.3610e-003 5.4033e-004 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 7.1400e-004 1.2722e-004 tblVehicleEF MHD i 1.1360e-003 4.8731e-004 tblVehicleEF MHD i 0.04 0.02 tblVehicleEF MHD 0.04 0.03 12-241 CaIEEMod Version: CaIEEMod.2016.3.2 Page 36 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MHD 7.3800e-004 3.2888e-004 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 0.05 0.11 tblVehicleEF MHD i 0.02 0.10 tblVehicleEF MHD i 0.41 0.07 tblVehicleEF MHD i 0.02 4.6515e-003 tblVehicleEF MHD i 4.2610e-003 5.6474e-003 tblVehicleEF MHD i 0.05 0.01 tblVehicleEF MHD i 0.26 0.31 tblVehicleEF MHD i 0.34 0.51 tblVehicleEF MHD i 5.83 1.25 tblVehicleEF MHD i 149.77 57.73 tblVehicleEF MHD } 1,144.82 1,086.35 tblVehicleEF MHD i 60.68 12.75 tblVehicleEF MHD i 0.56 0.43 tblVehicleEF MHD i 1.12 1.85 tblVehicleEF MHD i 1.9400e-004 1.2248e-003 tblVehicleEF MHD i 0.13 0.13 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 5.5730e-003 0.05 tblVehicleEF MHD i 7.9300e-004 1.1907e-004 tblVehicleEF MHD i 1.8500e-004 1.1718e-003 tblVehicleEF MHD i 0.06 0.06 tblVehicleEF MHD i 3.00OOe-003 3.00OOe-003 tblVehicleEF MHD i 5.3290e-003 0.05 tblVehicleEF MHD i 7.2900e-004 1.0948e-004 tblVehicleEF MHD i 1.6040e-003 6.8946e-004 tblVehicleEF MHD 0.05 0.02 12-242 CaIEEMod Version: CaIEEMod.2016.3.2 Page 37 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MHD 0.02 0.02 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 1.0240e-003 4.5603e-004 tblVehicleEF MHD i 0.04 0.09 tblVehicleEF MHD i 0.02 0.09 tblVehicleEF MHD i 0.36 0.06 tblVehicleEF MHD i 1.4400e-003 5.4975e-004 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 7.0900e-004 1.2618e-004 tblVehicleEF MHD i 1.6040e-003 6.8946e-004 tblVehicleEF MHD i 0.05 0.02 tblVehicleEF MHD i 0.03 0.03 tblVehicleEF MHD i 1.0240e-003 4.5603e-004 tblVehicleEF MHD i 0.05 0.11 tblVehicleEF MHD i 0.02 0.09 tblVehicleEF MHD i 0.40 0.06 tblVehicleEF MHD i 0.02 5.2905e-003 tblVehicleEF MHD i 4.1930e-003 5.5992e-003 tblVehicleEF MHD i 0.05 0.01 tblVehicleEF MHD i 0.50 0.50 tblVehicleEF MHD i 0.33 0.51 tblVehicleEF MHD i 6.17 1.32 tblVehicleEF MHD i 129.83 55.39 tblVehicleEF MHD } 1,144.82 1,086.34 tblVehicleEF MHD i 60.68 12.88 tblVehicleEF MHD i 0.52 0.42 tblVehicleEF MHD i 1.16 1.92 tblVehicleEF MHD 2.8000e-004 1.7623e-003 12-243 CaIEEMod Version: CaIEEMod.2016.3.2 Page 38 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF MHD 0.13 0.13 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 0.01 0.01 tblVehicleEF MHD i 5.5730e-003 0.05 tblVehicleEF MHD i 7.9300e-004 1.1907e-004 tblVehicleEF MHD i 2.6800e-004 1.6861e-003 tblVehicleEF MHD i 0.06 0.06 tblVehicleEF MHD i 3.00OOe-003 3.00OOe-003 tblVehicleEF MHD i 5.3290e-003 0.05 tblVehicleEF MHD i 7.2900e-004 1.0948e-004 tblVehicleEF MHD i 1.1820e-003 4.9850e-004 tblVehicleEF MHD i 0.05 0.02 tblVehicleEF MHD i 0.03 0.03 tblVehicleEF MHD i 7.5300e-004 3.3118e-004 tblVehicleEF MHD i 0.04 0.09 tblVehicleEF MHD i 0.02 0.11 tblVehicleEF MHD i 0.38 0.06 tblVehicleEF MHD i 1.2520e-003 5.2723e-004 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 7.1500e-004 1.2742e-004 tblVehicleEF MHD i 1.1820e-003 4.9850e-004 tblVehicleEF MHD i 0.05 0.02 tblVehicleEF MHD i 0.04 0.03 tblVehicleEF MHD i 7.5300e-004 3.3118e-004 tblVehicleEF MHD i 0.05 0.11 tblVehicleEF MHD i 0.02 0.11 tblVehicleEF MHD i 0.42 0.07 tblVehicleEF OBUS 0.01 9.0600e-003 12-244 CaIEEMod Version: CaIEEMod.2016.3.2 Page 39 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF OBUS 8.4360e-003 9.3584e-003 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 0.03 0.02 tblVehicleEF OBUS i 0.28 0.55 tblVehicleEF OBUS i 0.58 1.01 tblVehicleEF OBUS i 5.60 2.44 tblVehicleEF OBUS i 84.68 84.33 tblVehicleEF OBUS } 1,226.51 1,422.10 tblVehicleEF OBUS i 69.78 20.28 tblVehicleEF OBUS i 0.42 0.52 tblVehicleEF OBUS i 1.44 1.85 tblVehicleEF OBUS i 1.4500e-004 2.0433e-003 tblVehicleEF OBUS i 0.13 0.13 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.3790e-003 0.04 tblVehicleEF OBUS i 8.3400e-004 1.9512e-004 tblVehicleEF OBUS i 1.3900e-004 1.9549e-003 tblVehicleEF OBUS i 0.06 0.06 tblVehicleEF OBUS i 3.00OOe-003 3.00OOe-003 tblVehicleEF OBUS i 7.0420e-003 0.03 tblVehicleEF OBUS i 7.6700e-004 1.7940e-004 tblVehicleEF OBUS i 1.4250e-003 1.8494e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.04 0.06 tblVehicleEF OBUS i 7.6500e-004 9.7789e-004 tblVehicleEF OBUS i 0.06 0.10 tblVehicleEF OBUS i 0.04 0.23 tblVehicleEF OBUS 0.35 0.12 12-245 CaIEEMod Version: CaIEEMod.2016.3.2 Page 40 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF OBUS 8.2000e-004 8.0328e-004 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 0.01 0.01 tblVehicleEF OBUS i 7.9600e-004 2.0066e-004 tblVehicleEF OBUS i 1.4250e-003 1.8494e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.05 0.08 tblVehicleEF OBUS i 7.6500e-004 9.7789e-004 tblVehicleEF OBUS i 0.07 0.12 tblVehicleEF OBUS i 0.04 0.23 tblVehicleEF OBUS i 0.39 0.13 tblVehicleEF OBUS i 0.01 9.0787e-003 tblVehicleEF OBUS i 8.5800e-003 9.4940e-003 tblVehicleEF OBUS i 0.03 0.02 tblVehicleEF OBUS i 0.26 0.53 tblVehicleEF OBUS i 0.58 1.02 tblVehicleEF OBUS i 5.31 2.31 tblVehicleEF OBUS i 88.70 84.93 tblVehicleEF OBUS } 1,226.51 1,422.12 tblVehicleEF OBUS i 69.78 20.06 tblVehicleEF OBUS i 0.43 0.52 tblVehicleEF OBUS i 1.35 1.74 tblVehicleEF OBUS i 1.2200e-004 1.7267e-003 tblVehicleEF OBUS i 0.13 0.13 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.3790e-003 0.04 tblVehicleEF OBUS i 8.3400e-004 1.9512e-004 tblVehicleEF OBUS 1.1700e-004 1.6520e-003 12-246 CaIEEMod Version: CaIEEMod.2016.3.2 Page 41 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF OBUS 0.06 0.06 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 3.00OOe-003 3.00OOe-003 tblVehicleEF OBUS i 7.0420e-003 0.03 tblVehicleEF OBUS i 7.6700e-004 1.7940e-004 tblVehicleEF OBUS i 1.9610e-003 2.5309e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.04 0.06 tblVehicleEF OBUS i 1.0530e-003 1.3344e-003 tblVehicleEF OBUS i 0.06 0.10 tblVehicleEF OBUS i 0.04 0.22 tblVehicleEF OBUS i 0.34 0.11 tblVehicleEF OBUS i 8.5900e-004 8.0897e-004 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.9100e-004 1.9856e-004 tblVehicleEF OBUS i 1.9610e-003 2.5309e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.05 0.08 tblVehicleEF OBUS i 1.0530e-003 1.3344e-003 tblVehicleEF OBUS i 0.07 0.12 tblVehicleEF OBUS i 0.04 0.22 tblVehicleEF OBUS i 0.37 0.13 tblVehicleEF OBUS i 0.01 9.0542e-003 tblVehicleEF OBUS i 8.3930e-003 9.3186e-003 tblVehicleEF OBUS i 0.03 0.02 tblVehicleEF OBUS i 0.29 0.59 tblVehicleEF OBUS i 0.57 1.00 tblVehicleEF OBUS 5.64 2.46 12-24 7 CaIEEMod Version: CaIEEMod.2016.3.2 Page 42 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF OBUS 79.14 83.50 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- } 1,226.51 1,422.09 tblVehicleEF OBUS i 69.78 20.31 tblVehicleEF OBUS i 0.40 0.52 tblVehicleEF OBUS i 1.41 1.81 tblVehicleEF OBUS i 1.7600e-004 2.4806e-003 tblVehicleEF OBUS i 0.13 0.13 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.3790e-003 0.04 tblVehicleEF OBUS i 8.3400e-004 1.9512e-004 tblVehicleEF OBUS i 1.6900e-004 2.3733e-003 tblVehicleEF OBUS i 0.06 0.06 tblVehicleEF OBUS i 3.00OOe-003 3.00OOe-003 tblVehicleEF OBUS i 7.0420e-003 0.03 tblVehicleEF OBUS i 7.6700e-004 1.7940e-004 tblVehicleEF OBUS i 1.4580e-003 1.9065e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.04 0.06 tblVehicleEF OBUS i 7.6200e-004 9.8177e-004 tblVehicleEF OBUS i 0.06 0.10 tblVehicleEF OBUS i 0.04 0.24 tblVehicleEF OBUS i 0.36 0.12 tblVehicleEF OBUS i 7.6700e-004 7.9541e-004 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.9700e-004 2.0100e-004 tblVehicleEF OBUS i 1.4580e-003 1.9065e-003 tblVehicleEF OBUS 0.02 0.02 12-248 CaIEEMod Version: CaIEEMod.2016.3.2 Page 43 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF OBUS 0.05 0.08 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 7.6200e-004 9.8177e-004 tblVehicleEF OBUS i 0.07 0.12 tblVehicleEF OBUS i 0.04 0.24 tblVehicleEF OBUS i 0.39 0.13 tblVehicleEF SBUS i 0.87 0.07 tblVehicleEF SBUS i 0.02 0.01 tblVehicleEF SBUS i 0.09 7.1319e-003 tblVehicleEF SBUS i 8.16 2.80 tblVehicleEF SBUS i 1.19 1.03 tblVehicleEF SBUS i 9.61 1.02 tblVehicleEF SBUS } 1,131.05 356.18 tblVehicleEF SBUS } 1,090.69 1,128.82 tblVehicleEF SBUS i 54.18 5.79 tblVehicleEF SBUS i 9.79 3.82 tblVehicleEF SBUS i 4.65 6.33 tblVehicleEF SBUS i 0.01 6.3356e-003 tblVehicleEF SBUS i 0.74 0.74 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 0.03 0.04 tblVehicleEF SBUS i 9.3500e-004 6.5117e-005 tblVehicleEF SBUS i 0.01 6.0616e-003 tblVehicleEF SBUS i 0.32 0.32 tblVehicleEF SBUS i 2.6810e-003 2.6583e-003 tblVehicleEF SBUS i 0.02 0.04 tblVehicleEF SBUS i 8.6000e-004 5.9873e-005 tblVehicleEF SBUS 3.6480e-003 1.1352e-003 12-249 CaIEEMod Version: CaIEEMod.2016.3.2 Page 44 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer tblVehicleEF SBUS 0.04 0.01 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.98 0.34 tblVehicleEF SBUS i 1.9360e-003 5.7499e-004 tblVehicleEF SBUS i 0.13 0.14 tblVehicleEF SBUS i 0.02 0.07 tblVehicleEF SBUS i 0.51 0.04 tblVehicleEF SBUS i 0.01 3.3995e-003 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 7.0800e-004 5.7337e-005 tblVehicleEF SBUS i 3.6480e-003 1.1352e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 1.42 0.48 tblVehicleEF SBUS i 1.9360e-003 5.7499e-004 tblVehicleEF SBUS i 0.16 0.17 tblVehicleEF SBUS i 0.02 0.07 tblVehicleEF SBUS i 0.56 0.05 tblVehicleEF SBUS i 0.87 0.07 tblVehicleEF SBUS i 0.02 0.01 tblVehicleEF SBUS i 0.08 6.4082e-003 tblVehicleEF SBUS i 8.04 2.75 tblVehicleEF SBUS i 1.21 1.05 tblVehicleEF SBUS i 7.94 0.84 tblVehicleEF SBUS } 1,182.37 367.48 tblVehicleEF SBUS } 1,090.69 1,128.85 tblVehicleEF SBUS i 54.18 5.50 tblVehicleEF SBUS i 10.10 3.93 tblVehicleEF SBUS 4.39 5.98 12-250 CaIEEMod Version: CaIEEMod.2016.3.2 Page 45 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF SBUS 8.9100e-003 5.3460e-003 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.74 0.74 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 0.03 0.04 tblVehicleEF SBUS i 9.3500e-004 6.5117e-005 tblVehicleEF SBUS i 8.5240e-003 5.1148e-003 tblVehicleEF SBUS i 0.32 0.32 tblVehicleEF SBUS i 2.6810e-003 2.6583e-003 tblVehicleEF SBUS i 0.02 0.04 tblVehicleEF SBUS i 8.6000e-004 5.9873e-005 tblVehicleEF SBUS i 4.9860e-003 1.5477e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 0.98 0.34 tblVehicleEF SBUS i 2.6570e-003 7.8537e-004 tblVehicleEF SBUS i 0.13 0.14 tblVehicleEF SBUS i 0.01 0.06 tblVehicleEF SBUS i 0.46 0.04 tblVehicleEF SBUS i 0.01 3.5062e-003 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 6.8100e-004 5.4417e-005 tblVehicleEF SBUS i 4.9860e-003 1.5477e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 1.42 0.48 tblVehicleEF SBUS i 2.6570e-003 7.8537e-004 tblVehicleEF SBUS i 0.16 0.17 tblVehicleEF SBUS i 0.01 0.06 tblVehicleEF SBUS 0.50 0.04 12-251 CaIEEMod Version: CaIEEMod.2016.3.2 Page 46 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF SBUS 0.87 0.07 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.02 0.01 tblVehicleEF SBUS i 0.09 7.2358e-003 tblVehicleEF SBUS i 8.33 2.86 tblVehicleEF SBUS i 1.18 1.03 tblVehicleEF SBUS i 9.77 1.03 tblVehicleEF SBUS } 1,060.18 340.58 tblVehicleEF SBUS } 1,090.69 1,128.81 tblVehicleEF SBUS i 54.18 5.82 tblVehicleEF SBUS i 9.36 3.67 tblVehicleEF SBUS i 4.57 6.22 tblVehicleEF SBUS i 0.01 7.7023e-003 tblVehicleEF SBUS i 0.74 0.74 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 0.03 0.04 tblVehicleEF SBUS i 9.3500e-004 6.5117e-005 tblVehicleEF SBUS i 0.01 7.3691 e-003 tblVehicleEF SBUS i 0.32 0.32 tblVehicleEF SBUS i 2.6810e-003 2.6583e-003 tblVehicleEF SBUS i 0.02 0.04 tblVehicleEF SBUS i 8.6000e-004 5.9873e-005 tblVehicleEF SBUS i 3.6990e-003 1.1729e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 0.99 0.34 tblVehicleEF SBUS i 1.8970e-003 5.6828e-004 tblVehicleEF SBUS i 0.13 0.14 tblVehicleEF SBUS 0.02 0.09 12-252 CaIEEMod Version: CaIEEMod.2016.3.2 Page 47 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF SBUS 0.51 0.04 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.01 3.2521 e-003 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 7.1100e-004 5.7616e-005 tblVehicleEF SBUS i 3.6990e-003 1.1729e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 1.42 0.48 tblVehicleEF SBUS i 1.8970e-003 5.6828e-004 tblVehicleEF SBUS i 0.16 0.17 tblVehicleEF SBUS i 0.02 0.09 tblVehicleEF SBUS i 0.56 0.05 tblVehicleEF UBUS i 1.93 5.46 tblVehicleEF UBUS i 0.07 0.03 tblVehicleEF UBUS i 8.96 37.60 tblVehicleEF UBUS i 13.19 1.81 tblVehicleEF UBUS } 1,828.32 2,050.53 tblVehicleEF UBUS i 133.38 22.76 tblVehicleEF UBUS i 4.82 1.11 tblVehicleEF UBUS i 0.53 0.08 tblVehicleEF UBUS i 0.01 0.03 tblVehicleEF UBUS i 0.04 3.2566e-003 tblVehicleEF UBUS i 1.1810e-003 3.9679e-005 tblVehicleEF UBUS i 0.23 0.03 tblVehicleEF UBUS i 3.00OOe-003 7.3601e-003 tblVehicleEF UBUS i 0.04 3.1124e-003 tblVehicleEF UBUS i 1.0860e-003 3.6483e-005 tblVehicleEF UBUS 6.1570e-003 2.6629e-003 12-253 CaIEEMod Version: CaIEEMod.2016.3.2 Page 48 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF UBUS 0.10 0.03 ----------------------------- tblVehicleEF Y---------------------------- UBUS �-----------------------------T-------------------------- i 3.6270e-003 1.8538e-003 tblVehicleEF UBUS i 0.53 0.14 tblVehicleEF UBUS i 0.03 0.21 tblVehicleEF UBUS i 0.96 0.15 tblVehicleEF UBUS i 8.6430e-003 4.3416e-003 tblVehicleEF UBUS i 1.5700e-003 2.2519e-004 tblVehicleEF UBUS i 6.1570e-003 2.6629e-003 tblVehicleEF UBUS i 0.10 0.03 tblVehicleEF UBUS i 3.6270e-003 1.8538e-003 tblVehicleEF UBUS i 2.52 5.65 tblVehicleEF UBUS i 0.03 0.21 tblVehicleEF UBUS i 1.05 0.16 tblVehicleEF UBUS i 1.94 5.46 tblVehicleEF UBUS i 0.07 0.03 tblVehicleEF UBUS i 9.02 37.60 tblVehicleEF UBUS i 11.63 1.61 tblVehicleEF UBUS } 1,828.32 2,050.53 tblVehicleEF UBUS i 133.38 22.40 tblVehicleEF UBUS i 4.53 1.10 tblVehicleEF UBUS i 0.53 0.08 tblVehicleEF UBUS i 0.01 0.03 tblVehicleEF UBUS i 0.04 3.2566e-003 tblVehicleEF UBUS i 1.1810e-003 3.9679e-005 tblVehicleEF UBUS i 0.23 0.03 tblVehicleEF UBUS i 3.00OOe-003 7.3601e-003 tblVehicleEF UBUS 0.04 3.1124e-003 12-254 CaIEEMod Version: CaIEEMod.2016.3.2 Page 49 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM tblVehicleEF UBUS 1.0860e-003 3.6483e-005 ----------------------------- tblVehicleEF Y---------------------------- UBUS �-----------------------------T-------------------------- i 8.2530e-003 3.6376e-003 tblVehicleEF UBUS i 0.10 0.03 tblVehicleEF UBUS i 4.8310e-003 2.4726e-003 tblVehicleEF UBUS i 0.53 0.14 tblVehicleEF UBUS i 0.03 0.19 tblVehicleEF UBUS i 0.89 0.14 tblVehicleEF UBUS i 8.6450e-003 4.3416e-003 tblVehicleEF UBUS i 1.5430e-003 2.2162e-004 tblVehicleEF UBUS i 8.2530e-003 3.6376e-003 tblVehicleEF UBUS i 0.10 0.03 tblVehicleEF UBUS i 4.8310e-003 2.4726e-003 tblVehicleEF UBUS i 2.53 5.65 tblVehicleEF UBUS i 0.03 0.19 tblVehicleEF UBUS i 0.98 0.15 tblVehicleEF UBUS i 1.93 5.46 tblVehicleEF UBUS i 0.07 0.03 tblVehicleEF UBUS i 8.95 37.60 tblVehicleEF UBUS i 13.46 1.85 tblVehicleEF UBUS } 1,828.32 2,050.53 tblVehicleEF UBUS i 133.38 22.82 tblVehicleEF UBUS i 4.73 1.11 tblVehicleEF UBUS i 0.53 0.08 tblVehicleEF UBUS i 0.01 0.03 tblVehicleEF UBUS i 0.04 3.2566e-003 tblVehicleEF UBUS i 1.1810e-003 3.9679e-005 tblVehicleEF UBUS 0.23 0.03 12-255 CaIEEMod Version: CaIEEMod.2016.3.2 Page 50 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer tblVehicleEF UBUS 3.00OOe-003 7.3601 e-003 ----------------------------- tblVehicleEF Y---------------------------- UBUS �-----------------------------T-------------------------- i 0.04 3.1124e-003 tblVehicleEF UBUS i 1.0860e-003 3.6483e-005 tblVehicleEF UBUS i 6.9610e-003 2.5391e-003 tblVehicleEF UBUS i 0.12 0.03 tblVehicleEF UBUS i 3.8300e-003 1.7546e-003 tblVehicleEF UBUS i 0.52 0.14 tblVehicleEF UBUS i 0.04 0.26 tblVehicleEF UBUS i 0.98 0.15 tblVehicleEF UBUS i 8.6430e-003 4.3416e-003 tblVehicleEF UBUS i 1.5750e-003 2.2584e-004 tblVehicleEF UBUS i 6.9610e-003 2.5391e-003 tblVehicleEF UBUS i 0.12 0.03 tblVehicleEF UBUS i 3.8300e-003 1.7546e-003 tblVehicleEF UBUS i 2.52 5.65 tblVehicleEF UBUS i 0.04 0.26 tblVehicleEF UBUS 1.07 0.16 2.0 Emissions Summary 12-256 CaIEEMod Version: CaIEEMod.2016.3.2 Page 51 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 I Year lb/day lb/day I 1 I 1 1 I 1 I 1 I 1 2020 •1 0.9923 16.9668 8.5017 0.0340 1.1745 0.5278 1.6464 0.4434 0.4857 0.8898 0.0000 1 3,642.468 0.5805 0.0000 3,656.981 I I I I I I I I 13,642.468 I I 8 I 8 I 1 I 5 '1 I I I 1 I I I I 1 I I 1 • I -----------�1------- J-------J-------J------- J------- J-------J------- J-------J----------------------- I------- J-------J-------J-------*------- I 1 I 1 1 I 1 I 1 I 1 2021 •1 64.0603 8.6112 8.2971 0.0159 0.3625 0.4508 0.8133 0.0970 0.4148 0.5118 0.0000 1 1,569.627 0.3760 0.0000 i 1,579.027 I I I I I I I I 11,569.627 I I '1 I I I 1 I I I I • 1 6 I 6 I 1 I 2 '1 I I I 1 I I I I • I I I I I Maximum 64.0603 16.9668 8.5017 0.0340 1.1745 0.5278 1.6464 0.4434 0.4857 0.8898 0.0000 3,642.468 3,642.468 0.5805 0.0000 3,656.981 11 8 8 5 Mitigated Construction ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 I Year lb/day lb/day I I I 1 I I I I I I 1 2020 •1 0.9923 I 16.9668 I 8.5017 I 0.0340 I 0.8025 I 0.5278 I 1.1658 I 0.1910 I 0.4857 � 0.6374 � 0.0000 1 3,642.468 13,642.468 I 0.5805 I 0.0000 1 3,656.981 8 1 8 I 1 I 5 ;� I 1 I 1 1 I 1 I 1 I 1 • I I I I 1 I I 1 I I I 1 2021 •1 64.0603 I 8.6112 I 8.2971 I 0.0159 I 0.3625 I 0.4508 I 0.8133 I 0.0970 I 0.4148 0.5118 � 0.0000 1 1,569.627 11,569.627 I 0.3760 I 0.0000 1,579.027 '1 1 I 1 I 1 1 I 1 I • 6 1 6 I 1 I 2 '1 1 I 1 I 1 1 I 1 I 1 I 1 I Maximum 64.0603 16.9668 8.5017 0.0340 0.8025 0.5278 1.1658 0.1910 0.4857 0.6374 0.0000 3,642.468 3,642.468 0.5805 0.0000 3,656.981 11 8 8 5 ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Percent 0.00 0.00 0.00 0.00 24.21 0.00 19.54 46.71 0.00 18.01 0.00 0.00 0.00 0.00 0.00 0.00 Reduction 12-257 CaIEEMod Version: CaIEEMod.2016.3.2 Page 52 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 2.2 Overall Operational Unmitigated Operational ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 I I Category lb/day lb/day Area •i 10.2488 i 0.7596 20.6943 i 0.0456 2.6896 i 2.6896 i i 2.6896 2.6896 327.8421 i 635.2018 i 963.0439 i 0.9827 0.0223 994.2433 Energy i 0.0196 i 0.1683 i 0.0768 i 1.0700e- 0.0136 i 0.0136 i i 0.0136 0.0136 � i 213.9527 � 213.9527 i 4.1000e- � 3.9200e- � 215.2241 003 003 003 i Mobile •1 1.4060 i 2.9132 i 12.1756 0.0341 i 3.2320 i 0.0411 i 3.2730 i 0.8625 i 0.0387 0.9012 i3,511.1134i3,511.1134i 0.2234 3,516.698 0 Total 11.6744 3.8412 32.9466 0.0808 3.2320 2.7442 5.9761 0.8625 2.7418 4,360.267 4,688.110 1.2102 0.0262 4,726.165 f-7777.8421 9 1 4 Mitigated Operational ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 I I Category lb/day lb/day Area ;� 10.2488 i 0.7596 20.6943 i 0.0456 2.6896 i 2.6896 2.6896 2.6896 327.8421 i 635.2018 963.0439 i 0.9827 0.0223 i 994.2433 Energy •i 0.0196 i 0.1683 0.0768 i 1.0700e- 0.0136 i 0.0136 0.0136 0.0136 213.9527 213.9527 i 4.1000e- 3.9200e- i 215.2241 003 003 003 i Mobile ;� 1.4060 i 2.9132 12.1756 i 0.0341 3.2320 0.0411 i 3.2730 0.8625 i 0.0387 0.9012 i 3,511.1134:3,511.1134: 0.2234 i 3,516.698 0 Total 11.6744 3.8412 32.9466 0.0808 3.2320 2.7442 5.9761 0.8625 2.7418 3.6043 327.8421 4,360.267 4,688.110 1.2102 0.0262 4,726.165 9 1 4 12-258 CaIEEMod Version: CaIEEMod.2016.3.2 Page 53 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio-0O2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Percent 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Reduction 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 •Demolition !Demolition !9/1/2020 19/14/2020 5 10: i i _ 2 Site Preparation +Site Preparation !9/15/2020 i9/15/2020 5 1 i i _ 3 •Grading +Grading !9/16/2020 i9/17/2020 5 2� i i 4 •Building Construction +Building Construction !9/18/2020 i8/5/2021 5 230: i i 5 :Paving +Paving ! 8/6/2021 i 8/12/2021 5 5 + I i 6 -Architectural Coating :Architectural Coating -8/13/2021 -8/19/2021 5, 5. Acres of Grading (Site Preparation Phase): 0.5 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 Residential Indoor: 69,470; Residential Outdoor: 23,157; Non -Residential Indoor: 16,899; Non -Residential Outdoor: 5,633; Striped Parking Area: 0 (Architectural Coating — sgft) OffRoad Equipment 12-259 CaIEEMod Version: CaIEEMod.2016.3.2 Page 54 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM Phase Name I Offroad Equipment Type I Amount I Usage Hours I Horse Power I Load Factor Demolition 'Concrete/Industrial Saws ; 1 ; 8.001 81' 0.73 -------------------------- - - - ------------'------------- ----------- Demolition 'Rubber Tired Dozers ; 1 1.001 247' 0.40 --------------------------- -------------------------------------------------------------------'------------- ----------- Demolition +Tractors/Loaders/Backhoes ; 21 6.001 97, 0.37 -------------------------- �- - - - -------------'------------- ----------- Site Preparation 'Graders ; 1 8.001 187, 0.41 --------------------------- �- - - - -------------'---------------------------- Site Preparation +Tractors/Loaders/Backhoes ; 1 8.001 97, 0.37 �- - - - -------------'------------- ----------- Grading 'Concrete/Industrial Saws ; 1 ? 8.001 81, 0.73 ---------------------------- _ i --------------------------------------------------------------------'------------- ----------- Grading 'Rubber Tired Dozers ; 1 1.001 247' 0.40 �- - - - -------------'------------- ----------- Grading +Tractors/Loaders/Backhoes ; 2 6.001 97, 0.37 + _ __ i i Building Construction 'Cranes ; 1 4.001 231, 0.29 �- - - -------------'------------- ----------- Building Construction 'Forklifts ; 2 6.001 89, 0.20 --------------------------- �- - - - -------------'---------------------------- Building Construction +Tractors/Loaders/Backhoes ; 21 8.001 97, 0.37 i �- - - -------------'------------- ----------- Paving 'Cement and Mortar Mixers ; 4 6.001 9' 0.56 + _ i _ Paving +Pavers ; 1 7.001 130, 0.42 ---------------------------- + i i ------------------------- -------------------------------------------------------- Paving 'Rollers ; 1 7.001 80, 0.38 --------------------------- �- - - - -------------'---------------------------- Paving +Tractors/Loaders/Backhoes ; 1 7.001 97, 0.37 ---------------------------- --------------------------*----------------- ------------r------------- Architectural Coating 'Air Compressors 16.00' 78' 0.48 Trips and VMT Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip I Worker Vehicle I Vendor I Hauling Count I Number I Number I Number I Length I Length I Length Class Vehicle Class I Vehicle Class Demolition 4; 10.00. 0.001 45.00; 14.70; 6.90; 20.00:LD_Mix iHDT_Mix THHDT • A Site Preparation - -------------- 2; - i------------ 5.00- --------i 0.001 , 31.00: ----------�- ---------� 14.70; 6.90; -- =------------ 20.00;LD_Mix ----------' iHDT_Mix -------- THHDT ° �- Grading -------------- 4; i------------ 10.00: --------i 0.001 ,----------�- 0.00: ------------------------------' 14.70; 6.90; 20.00;LD_Mix iHDT_Mix *- THHDT ----------------° �- Building Construction -------------=---------------''''-, 5; i------------ 29.00- I --------i 6.00: ,----------�- 0.00: '--------- 14.70; ------------------------'----------' 6.90; 20.00;LD_Mix iHDT_Mix --'''_-- THHDT ° �- Paving -------------- 7; - i------------ 18.00: --------i 0.00: ,----------4- 0.00: ------------ 14.70; 6.90; -------------' 20.00;LD_Mix iHDT_Mix -- THHDT e ' ; Architectural Coating ; 1' 6.00, 0.00, 0.00, 14.70, 6.90, 20.00,LD_Mix 'HDT_Mix HHDT 12-260 CaIEEMod Version: CaIEEMod.2016.3.2 Page 55 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.1 Mitigation Measures Construction Water Exposed Area 3.2 Demolition - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Category lb/day lb/day I I I I I I I I 1 I I Fugitive Dust •I I I I I 0.9844 I 0.0000 I 0.9844 1 0.1490 I 0.0000 0.1490 � I 1 0.0000 I 1 i 0.0000 I I I I I I I 1 I I I q I I I I I I I I I 1 I I Off -Road •I 0.8674 I 7.8729 I 7.6226 I 0.0120 I I 0.4672 I 0.4672 I I 0.4457 � 0.4457 � 11,147.235 1 1,147.235 I 0.2169 1 � 1,152.657 2 I 2 1 I I 8 Total 0.8674 7.8729 7.6226 0.0120 0.9844 0.4672 1.4516 0.1490 0.4457 0.5947 1,147.235 1,147.235 0.2169 1,152.657 2 2 8 12-261 CaIEEMod Version: CaIEEMod.2016.3.2 Page 56 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.2 Demolition - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0340 i 1.2374 i 0.3127 � 3.4400e- i 0.0784 � 4.0100e- 0.0824 i 0.0215 3.8300e- 0.0253 383.8761 383.8761 0.0398 i i 384.8708 003 003 003 i Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0384 i 0.0242 i 0.3273 � 1.0900e- i 0.1118 � 7.4000e- � 0.1125 i 0.0296 � 6.8000e- 0.0303 � i 109.0044 � 109.0044 � 2.4800e- i i 109.0665 9 003 004 004 003 i Total 0.0724 1.2616 0.6400 4.5300e- 0.1901 4.7500e- 0.1949 0.0511 4.5100e- 0.0556 492.8804 492.8804 0.0423 11 003 003 003 1 1793.9373 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •1 0.3839 0.0000 0.3839 0.0581 i 0.0000 0.0581 0.0000 0.0000 Off -Road •i 0.8674 i 7.8729 i 7.6226 i 0.0120 i i 0.4672 i 0.4672 0.4457 0.4457 0.0000 i 1,147.235 i 1,147.235 0.2169 i i 1,152.657 2 i 2 i i i 8 Total 0.8674 7.8729 7.6226 0.0120 0.3839 0.4672 0.8511 0.0581 0.4457 0.5038 0.0000 1,147.235 1,147.235 0.2169 1,152.657 2 2 8 12-262 CaIEEMod Version: CaIEEMod.2016.3.2 Page 57 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.2 Demolition - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0340 i 1.2374 i 0.3127 � 3.4400e- i 0.0784 � 4.0100e- 0.0824 i 0.0215 3.8300e- 0.0253 383.8761 383.8761 0.0398 i i 384.8708 003 003 003 i Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0384 i 0.0242 i 0.3273 1.0900e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 i 109.0044 109.0044 2.4800e- i i 109.0665 003 004 004 003 i Total 0.0724 1.2616 0.6400 4.5300e- 0.1901 4.7500e- 0.1949 0.0511 4.5100e- 0.0556 492.8804 492.8804 0.0423 493.9373 003 003 003 3.3 Site Preparation - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •1 0.5303 0.0000 0.5303 i 0.0573 0.0000 0.0573 0.0000 0.0000 Off -Road •i 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 � i 0.3085 � 0.3085 � i 943.4872 i 943.4872 � 0.3051 i i 951.1158 003 Total 0.6853 8.4307 4.0942 9.7400e- 0.5303 0.3353 0.8656 0.0573 0.3085 0.3658 943.4872 943.4872 0.3051 951.1158 003 12-263 CaIEEMod Version: CaIEEMod.2016.3.2 Page 58 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.3 Site Preparation - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.2341 8.5240 2.1538 0.0237 0.5398 0.0276 0.5674 0.1478 0.0264 0.1742 i 2,644.479 2,644.479 0.2741 i 2,651.332 i i i i i 5 i 5 i i i 5 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0192 0.0121 0.1637 5.5000e- 0.0559 3.7000e- 0.0563 0.0148 3.4000e- 0.0152 � i 54.5022 54.5022 1.2400e- i 54.5332 i i � i � � i � � � i 004 004 004 003 i Total 0.2533 8.5362 2.3175 0.0243 0.5957 0.0280 0.6236 0.1626 0.0267 07T 2,698.981 : 698.981 0.2754 7705.865 6 6 7 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •1 0.2068 i 0.0000 0.2068 0.0223 i 0.0000 0.0223 0.0000 0.0000 Off -Road •i 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 0.3085 0.3085 0.0000 i 943.4872 i 943.4872 0.3051 i i 951.1158 003 Total 0.6853 8.4307 4.0942 9.7400e- 0.2068 0.3353 0.5421 0.0223 0.3085 0.3309 0.0000 943.4872 943.4872 0.3051 951.1158 003 j j j j j j 12-264 CaIEEMod Version: CaIEEMod.2016.3.2 Page 59 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.3 Site Preparation - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.2341 8.5240 2.1538 0.0237 0.5398 0.0276 0.5674 0.1478 0.0264 0.1742 i 2,644.479 2,644.479 0.2741 i 2,651.332 i i i i i 5 i 5 i i i 5 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0192 0.0121 0.1637 5.5000e- 0.0559 3.7000e- 0.0563 0.0148 3.4000e- 0.0152 � i 54.5022 54.5022 1.2400e- i 54.5332 i i � i � � i � � � i 004 004 004 003 i Total 0.2533 8.5362 2.3175 0.0243 0.5957 0.0280 0.6236 0.1626 0.0267 07T 2,698.981 : 698.981 0.2754 7705.865 6 6 7 3.4 Grading - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •1 0.7528 0.0000 0.7528 0.4138 i 0.0000 0.4138 0.0000 i i i 0.0000 Off -Road •i 0.8674 i 7.8729 i 7.6226 i 0.0120 i � 0.4672 i 0.4672 � i 0.4457 � 0.4457 � i 1,147.235 i 1,147.235 � 0.2169 i i 1,152.657 i i i 2 2 i 8 Total 0.8674 7.8729 7.6226 0.0120 0.7528 0.4672 1.2200 0.4138 0.4457 77 1,147.235 1,147.235 0.2169 1,152.657 2 2 1 1 8 12-265 CaIEEMod Version: CaIEEMod.2016.3.2 Page 60 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.4 Grading - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0384 i 0.0242 i 0.3273 � 1.0900e- i 0.1118 � 7.4000e- � 0.1125 i 0.0296 � 6.8000e- 0.0303 � i 109.0044 � 109.0044 � 2.4800e- i i 109.0665 9 003 004 004 003 i Total 0.0384 0.0242 0.3273 1.0900e- 0.1118 7.4000e- 0.1125 0.0296 6.8000e- 0.0303 109.0044 109.0044 2.4800e- 109.0665 11 003 004 004 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •i 0.2936 0.0000 0.2936 i 0.1614 0.0000 0.1614 0.0000 0.0000 Off -Road •i 0.8674 i 7.8729 i 7.6226 0.0120 0.4672 0.4672 0.4457 0.4457 0.0000 i 1,147.235 1,147.235 0.2169 i i 1,152.657 '� i i i i i i i i i i i • 2 2 i 8 Total 0.8674 7.8729 7.6226 0.0120 0.2936 0.4672 0.7608 0.1614 0.4457 0.6070 0.0000 1,147.235 1,147.235 0.2169 1,152.657 2 2 8 12-266 CaIEEMod Version: CaIEEMod.2016.3.2 Page 61 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.4 Grading - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0384 i 0.0242 i 0.3273 1.0900e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 109.0044 109.0044 2.4800e- i i 109.0665 003 004 004 003 i Total 0.0384 0.0242 0.3273 1.0900e- 0.1118 7.4000e- 0.1125 0.0296 6.8000e- 0.0303 109.0044 109.0044 2.4800e- 109.0665 003 004 004 003 3.5 Building Construction - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.8617 i 8.8523 i 7.3875 0.0114 0.5224 0.5224 0.4806 0.4806 1,102.978 1,102.978 0.3567 i i 1,111.8962 Total 0.8617 8.8523 7.3875 0.0114 0.5224 0.5224 0.4806 0.4806 1,102.978 1,102.978 0.3567 1,111.896 1 1 2 12-267 CaIEEMod Version: CaIEEMod.2016.3.2 Page 62 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.5 Building Construction - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 ----------------------- Vendor •i 0.0192 i 0.6251 i 0.1650 1.4900e- i 0.0383 3.2600e- 0.0416 i 0.0110 3.1200e- 0.0142 i 162.6774 162.6774 0.0132 i i 163.0063 003 003 003 i Worker •i 0.1115 i 0.0702 i 0.9493 3.1700e- i 0.3242 2.1400e- 0.3263 i 0.0860 1.9700e- 0.0879 316.1127 316.1127 7.2100e- i i 316.2928 003 003 003 003 i Total 0.1306 0.6953 1.1142 4.6600e- 0.3625 5.4000e- 0.3679 0.0970 5.0900e- 0.1021 478.7900 478.7900 0.0204 479.2991 003 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.8617 i 8.8523 7.3875 i 0.0114 i i 0.5224 0.5224 0.4806 0.4806 0.0000 i 1,102.978 1,102.978 0.3567 i i 1,111.8962 Total 0.8617 8.8523 7.3875 0.0114 0.5224 0.5224 0.4806 0.4806 0.0000 1,102.978 1,102.978 0.3567 1,111.896 1 1 2 12-268 CaIEEMod Version: CaIEEMod.2016.3.2 Page 63 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.5 Building Construction - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0192 i 0.6251 i 0.1650 1.4900e- i 0.0383 3.2600e- 0.0416 i 0.0110 3.1200e- 0.0142 i 162.6774 162.6774 0.0132 i 1 163.0063 003 003 003 i Worker •i 0.1115 i 0.0702 i 0.9493 3.1700e- i 0.3242 2.1400e- 0.3263 i 0.0860 1.9700e- 0.0879 316.1127 316.1127 7.2100e- i i 316.2928 003 003 003 003 i Total 0.1306 0.6953 1.1142 4.6600e- 0.3625 5.4000e- 0.3679 0.0970 5.0900e- 0.1021 478.7900 478.7900 0.0204 003 003 003 F79.2991 3.5 Building Construction - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.7750 i 7.9850 7.2637 i 0.0114 0.4475 0.4475 i i 0.4117 0.4117 1,103.215 i 1,103.215 0.3568 i i 1,112.1358 8 i 8 Total 0.7750 7.9850 7.2637 0.0114 0.4475 0.4475 0.4117 0.4117 1,103.215 1,103.215 0.3568 1,112.135 j j j j 8 8 j j 8 12-269 CaIEEMod Version: CaIEEMod.2016.3.2 Page 64 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.5 Building Construction - 2021 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0160 i 0.5629 i 0.1527 1.4800e- i 0.0383 1.1700e- 0.0395 i 0.0110 1.1200e- 0.0122 i 161.2755 161.2755 0.0127 i i 161.5917 003 003 003 i Worker •i 0.1047 i 0.0633 i 0.8808 3.0600e- i 0.3242 2.1000e- 0.3263 i 0.0860 1.9300e- 0.0879 305.1363 � 305.1363 6.5300e- i i 305.2997 003 003 003 003 i Total 0.1207 0.6262 1.0335 4.5400e- 0.3625 3.2700e- 0.3658 0.0970 3.0500e- 0.1001 466.4118 466.4118 0.0192 003 003 003 F6.8913 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.7750 i 7.9850 i 7.2637 0.0114 0.4475 0.4475 0.4117 0.4117 0.0000 i 1,103.215 1,103.215 0.3568 i i 1,112.1358 '� i i i i i i i i • 8 i 8 Total 0.7750 7.9850 7.2637 0.0114 0.4475 0.4475 0.4117 0.4117 0.0000 1,103.215 1,103.215 0.3568 1,112.135 8 8 8 12-270 CaIEEMod Version: CaIEEMod.2016.3.2 Page 65 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.5 Building Construction - 2021 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0160 i 0.5629 i 0.1527 1.4800e- i 0.0383 1.1700e- 0.0395 i 0.0110 1.1200e- 0.0122 161.2755 161.2755 0.0127 i i 161.5917 003 003 003 i Worker •i 0.1047 i 0.0633 i 0.8808 3.0600e- i 0.3242 2.1000e- 0.3263 i 0.0860 1.9300e- 0.0879 - i 305.1363 305.1363 6.5300e- i i 305.2997 003 003 003 003 i Total 0.1207 0.6262 1.0335 4.5400e- 0.3625 3.2700e- 0.3658 0.0970 3.0500e- 0.1001 466.4118 0.0192 003 003 003 1'466.4118 F66.8913 3.6 Paving - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.7214 i 6.7178 7.0899 i 0.0113 i i 0.3534 0.3534 0.3286 0.3286 1,035.342 1,035.342 0.3016 i i 1,042.881 5 i 5 i i i 8 Paving •i 0.0000 i i i i i 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.7214 6.7178 7.0899 0.0113 0.3534 0.3534 0.3286 0.3286 1,035.342 0.3016 1,042.881 j j j j 5 [1,035.342 5 j 8 12-271 CaIEEMod Version: CaIEEMod.2016.3.2 Page 66 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.6 Paving - 2021 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 ----------:------------------------------------------'------------------------------------ -------------'--------------�------- Worker •i 0.0650 i 0.0393 i 0.5467 � 1.9000e- i 0.2012 � 1.3000e- � 0.2025 i 0.0534 � 1.2000e- 0.0546 � i 189.3950 � 189.3950 � 4.0600e- i i 189.4963 003 003 003 003 i Total 0.0650 0.0393 0.5467 1.9000e- 0.2012 1.3000e- 0.2025 0.0534 1.2000e- 0.0546 189.3950 189.3950 4.0600e- 189.4963 003 003 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 I Category lb/day lb/day Off -Road •i 0.7214 i 6.7178 7.0899 i 0.0113 0.3534 0.3534 i i 0.3286 0.3286 0.0000 i 1,035.342 i 1,035.342 0.3016 i i 1,042.881 5 i 5 i i i 8 Paving •1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.7214 6.7178 7.0899 0.0113 0.3534 0.3534 0.3286 0.3286 0.0000 1,035.342 1,035.342 0.3016 1,042.881 11 5 5 8 12-272 CaIEEMod Version: CaIEEMod.2016.3.2 Page 67 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.6 Paving - 2021 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 ----------:------------------------------------------'------------------------------------ -------------'--------------�------- Worker •i 0.0650 i 0.0393 i 0.5467 � 1.9000e- i 0.2012 � 1.3000e- � 0.2025 i 0.0534 � 1.2000e- 0.0546 � i 189.3950 � 189.3950 � 4.0600e- i i 189.4963 003 003 003 003 i Total 0.0650 0.0393 0.5467 1.9000e- 0.2012 1.3000e- 0.2025 0.0534 1.2000e- 0.0546 189.3950 189.3950 4.0600e- 189.4963 003 003 003 003 3.7 Architectural Coating - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Archit. Coating •i 63.8198 0.0000 i 0.0000 i i 0.0000 0.0000 0.0000 0.0000 Off -Road •i 0.2189 i 1.5268 i 1.8176 i 2.9700e- i � 0.0941 i 0.0941 � i 0.0941 � 0.0941 � i 281.4481 i 281.4481 � 0.0193 i i 281.9309 003 i i i i i • i i i i Total 64.0387 1.5268 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 281.4481 281.4481 0.0193 281.9309 003 12-273 CaIEEMod Version: CaIEEMod.2016.3.2 Page 68 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.7 Architectural Coating - 2021 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0217 0.0131 0.1822 6.3000e- 0.0671 4.3000e- 0.0675 0.0178 4.000Oe- 0.0182 63.1317 63.1317 1.3500e- i 63.1655 i i i � i � i 004 004 004 003 i Total 0.0217 0.0131 0.1822 6.3000e- 0.0671 4.3000e- 0.0675 0.0178 4.000Oe- 0.0182 63.1317 63.1317 1.3500e- 63.1655 004 004 004 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Archit. Coating •1 63.8198 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off -Road •i 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 i 281.4481 281.4481 0.0193 i i 281.9309 003 i i i i i • i i i i Total 64.0387 1.5268 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 281.4481 281.4481 0.0193 281.9309 003 12-274 CaIEEMod Version: CaIEEMod.2016.3.2 Page 69 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 3.7 Architectural Coating - 2021 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 � Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0217 0.0131 0.1822 6.3000e- 0.0671 4.3000e- 0.0675 0.0178 4.00OOe- 0.0182 i 63.1317 63.1317 1.3500e- i 63.1655 i i i � i � i 004 004 004 003 i Total 0.0217 0.0131 0.1822 6.3000e- 0.0671 4.3000e- 0.0675 0.0178 4.00OOe- 0.0182 63.1317 63.1317 1.3500e- 63.1655 004 004 004 003 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 12-275 CaIEEMod Version: CaIEEMod.2016.3.2 Page 70 of 76 2510 West Coast Highway - Orange County, Summer Date: 6/8/2020 9:42 AM ROG I NOx I CO I S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Mitigated •i 1.4060 i 2.9132 i 12.1756 i 0.0341 i 3.2320 i 0.0411 i 3.2730 i 0.8625 i 0.0387 0.9012 i3,511.1134:3,511.1134i 0.2234 i i 3,516.698 I 1 0 Unmitigated 1.4060 2.9132 12.1756 0.0341 3.2320 0.0411 3.2730 0.8625 0.0387 0.9012 -3,511.1134.3,511.1134• 0.2234 3,516.698 0 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Condo/Townhouse ; 203.35 ; 198.45 169.40 675,913 675,913 ......................................-------------------------------- -----------------------:-------------------------- Office Park ; 28.78 ; 4.13 1.92 72,371 72,371 •................... ••••••••••••............. -___;--------------- -- -- ----------------- - - - - --------- - ---------- - - - - -- Strip Mall 387.36 674 Total 619.49 570.01 349.87 1,423,099 1,423,099 4.3 Trip Type Information Miles I Trip % I Trip Purpose Land Use I H-W or C-W I H-S or C-C I H-O or C-NW IH-W or C-W I H-S or C-C I H-O or C-NW I Primary I Diverted I Pass -by Condo/Townhouse • • • • •` _ _ _ 14.70_ _ _ - 5.90 8.70 i 40.20 19.20 40.60 86 11 3 ........................ ------ --------- --------- -------- ---------------- Office Park 16.60 8.40 6.90 33.00 I 48.00 19.00 ; 82 ; 15 ; 3 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix 12-276 CalEEMod Version: CalEEMod.2016.3.2 Page 71 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Condo/Townhouse 0.558976+ 0.043534; 0.209821; 0.113949; 0.016111; 0.005791; 0.025447; 0.016654; 0.001713; 0.001553; 0.004896; 0.0005901 0.000966 r i-------------- -i---------------i------------- - i---------------i---------------i---------------i---------------i-------------- -t---------------t---------------- - - - - - - - Office Park 0.5589761 0.0435341 0.2098211 0.1139491 0.0161111 0.0057911 0.0254471 0.0166541 0.0017131 0.0015531 0.0048961 0.000590 0.000966 ----------------------- -------- -------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- s------- Strip Mall 0.558976. 0.043534, 0.209821, 0.113949, 0.016111, 0.005791, 0.025447- 0.016654- 0.001713- 0.001553- 0.004896, 0.000590, 0.000966 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 I N20 CO2e Category lb/day lb/day NaturalGas •i 0.0196 i 0.1683 i 0.0768 1.0700e- i i 0.0136 0.0136 0.0136 0.0136 213.9527 213.9527 4.1000e- i 3.9200e- 1 215.2241 Mitigated ;i 003 . i 003 003 i NaturalGas 0.0196 0.1683 0.0768 1.0700e- - 0.0136 0.0136 - 0.0136 0.0136 213.9527 - 213.9527 4.1000e- - 3.9200e- 215.2241 Unmitigated 003 003 003 12-277 CaIEEMod Version: CaIEEMod.2016.3.2 Page 72 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust Bio- CO2 Total CO2 CH4 N20 CO2e s Use I I PM10 I PM10 Total PM2.5 PM2.5 I IPM2.5Total INBio-CO2 I Land Use kBTU/yr lb/day lb/day Condo/Townhous : 1692.05 •i 0.0183 i 0.1559 0.0664 � 1.000Oe- 0.0126 i 0.0126 0.0126 ; 0.0126 i 199.0643 199.0643 i 3.8200e- i 3.6500e- 200.2473 e i �� 003 003 003 i Office Park 78.6555 •i 8.5000e- i 7.7100e- 6.4800e- 5.000Oe- i 5.9000e- i 5.9000e- 5.9000e- 5.9000e- i 9.2536 9.2536 i 1.8000e- i 1.7000e- 9.3086 i 004 003 003 005 004 004 004 004 004 004 ---- -----� Strip Mall i i � i i i � � i i i i ------------------------------------------------------------------------ ----------------------- 47.8959 •i 5.2000e- i 4.7000e- 3.9400e- 3.000Oe- i 3.6000e- i 3.6000e- 3.6000e- ; 3.6000e- i 5.6348 5.6348 i 1.1000e- i 1.000Oe- i 5.6683 004 003 003 005 004 004 004 004 004 004 i � � � � � � � i i i i Total 0.0196 0.1683 0.0768 1.0800e- 0.0136 0.0136 0.0136 0.0136 213.9527 213.9527 4.1100e- 3.9200e- 215.2241 003 003 003 Mitigated NaturalGa ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e s Use I I PM10 PM10 Total PM2.5 PM2.5 IPM2.5Total Land Use kBTU/yr lb/day lb/day Condo/Townhous 1.69205 �i 0.0183 i 0.1559 0.0664 1.000Oe- 0.0126 i 0.0126 0.0126 ; 0.0126 199.0643 199.0643 i 3.8200e- i 3.6500e- i 200.2473 e 003 003 003 i ---- ---�------ter------i Office Park --------------'-----------------------------------'---------------+-------j---- ---j-- ------ i i i i i i r------i i i ---- :0.0786555:i 8.5000e- i 7.7100e- 6.4800e- 5.000Oe- i 5.9000e- i 5.9000e- 5.9000e- ; 5.9000e- i 9.2536 9.2536 i 1.8000e- i 1.7000e- i 9.3086 004 003 003 005 004 004 004 004 � i 004 i 004 -------- -�------ter------i Strip Mall i � � i � i � � • •� ------- ------------------------- -----------------------'---------------+-------� - - ------- i i i i i i i r------i i i *------- �0.0478959•i 5.2000e- i 4.7000e- 3.9400e- 3.000Oe- i 3.6000e- i 3.6000e- 3.6000e- ; 3.6000e- • i 5.6348 5.6348 i 1.1000e- i 1.000Oe- 5.6683 004 003 003 005 004 004 004 004 i 004 004 Total 0.0196 0.1683 0.0768 1.0800e- 0.0136 0.0136 0.0136 0.0136 213.9527 213.9527 4.1100e- 3.9200e- 215.2241 11 003 003 003 6.0 Area Detail 12-278 CaIEEMod Version: CaIEEMod.2016.3.2 Page 73 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 6.1 Mitigation Measures Area ROG NOx CO S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 I N20 CO2e Category lb/day lb/day Mitigated �� 10.2488 � 0.7596 � 20.6943 � 0.0456 � � 2.6896 � 2.6896 � � 2.6896 2.6896 � 327.8421 � 635.2018 � 963.0439 � 0.9827 � 0.0223 i 994.2433 Unmitigated 10.2488 0.7596 20.6943 0.0456 2.6896 2.6896 2.6896 2.6896 • 327.8421 635.2018 963.0439 0.9827 0.0223 994.2433 12-279 CaIEEMod Version: CaIEEMod.2016.3.2 Page 74 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 6.2 Area by SubCategory Unmitigated ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Subcategory lb/day lb/day Architectural •i 0.0874 i � i i � 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 Coating Consumer •i 0.9023 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 Products Hearth •i 9.1713 0.7262 17.7993 0.0454 2.6736 2.6736 2.6736 2.6736 327.8421 i 630.0000 957.8421 0.9777 0.0223 988.9153 i i i i Landscaping •i 0.0878 i 0.0334 2.8950 i 1.5000e- 0.0160 i 0.0160 0.0160 0.0160 i 5.2018 5.2018 i 5.0500e- 5.3279 i 004 003 Total 10.2488 0.7596 20.6943 0.0456 2.6896 2.6896 2.6896 F-77.84211 635.2018 963.0439 0.9827 0.0223 994.2433 12-280 CaIEEMod Version: CaIEEMod.2016.3.2 Page 75 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer 6.2 Area by SubCategory Mitigated ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Subcategory lb/day lb/day Architectural •i 0.0874 i � i i � 0.0000 i 0.0000 0.0000 0.0000 i � 0.0000 0.0000 • Coating Consumer •i 0.9023 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 Products Hearth •i 9.1713 0.7262 17.7993 0.0454 2.6736 2.6736 2.6736 2.6736 327.8421 i 630.0000 957.8421 0.9777 0.0223 1 988.9153 i i i i Landscaping •i 0.0878 0.0334 2.8950 1.5000e- 0.0160 0.0160 0.0160 0.0160 i 5.2018 5.2018 5.0500e- 5.3279 i i i i i 004 003 Total 10.2488 0.7596 20.6943 0.0456 2.6896 2.6896 2.6896 F-77.84211 635.2018 963.0439 0.9827 0.0223 994.2433 7.0 Water Detail 7.1 Mitigation Measures Water 8.0 Waste Detail 8.1 Mitigation Measures Waste 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment 12-281 CaIEEMod Version: CaIEEMod.2016.3.2 Page 76 of 76 Date: 6/8/2020 9:42 AM 2510 West Coast Highway - Orange County, Summer Fire Pumos and Emeraencv Generators IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 11.0 Vegetation 12-282 CaIEEMod Version: CaIEEMod.2016.3.2 Page 1 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 2510 West Coast Highway Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Office Park 2.52 + 1000sgft ; 0.00 2,525.00 i 0 •------------------------------_------------------------------_------------------------------= Condo/Townhouse 35.00 --- --------- ------------i------------- - - - - -- Dwelling Unit 0.98 34,306.00 -+ 100 + ; •------------------------------_------------------------------_----------------------------- T --------------}------------------E--------------- Strip Mall 8.74 1000sgft 0.00 8,741.00 0 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Climate Zone 8 Operational Year 2021 Utility Company Southern California Edison CO2Intensity 702.44 CH4Intensity 0.029 N20Intensity 0.006 (lb/MWhr) (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data 12-283 CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter Project Characteristics - Land Use - Per noise study and architectural drawing Construction Phase - Per AQ memo Demolition - Grading - Vehicle Emission Factors - Vehicle Emission Factors - Vehicle Emission Factors - Land Use Change - Construction Off -road Equipment Mitigation - Table Name Column Name Default Value New Value tblConstruction Phase NumDays i 100.00 230.00 ----------------------------_------------------------------r-----------------------------t-------------------------- tblGradin Material Imported 0.00 310.00 ---------------------------- tblLandUse ------------------------------ -------------------------------------------------------- Land UseSquareFeet 2,520.00 2,525.00 ---------------------------- tblLandUse ------------------------------ t----------------------------- t------------------------- Land UseSquareFeet 35,000.00 34,306.00 -----------------------------_-----------------------------r-----------------------------t-------------------------- tblLandUse Land UseSquareFeet 1 8,740.00 8,741.00 ----------------------------- tblLandUse ------------------------------ ------------t-------------------------- LotAcrea e } 0.06 0.00 ----------------------------- tblLandUse ------------------------------ --------------------------------------- LotAcrea e } 2.19 0.98 ----------------------------- tblLandUse ------------------------------ --------------------------------------- LotAcrea e } 0.20 0.00 ----------------------------- tblVehicleEF ------------------------------ t-----------------------------t-------------------------- HHD 0.63 0.03 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 0.16 0.14 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 0.08 8.1503e-007 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 2.36 5.39 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 1.29 0.84 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 3.99 0.01 ----------------------------- tblVehicleEF ------------------------------------------------------------- -------------------------- HHD 4,116.44 1,057.87 12-284 CaIEEMod Version: CaIEEMod.2016.3.2 Page 3 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF HHD 1,683.99 1,517.44 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 12.64 0.09 tblVehicleEF HHD i 20.04 5.92 tblVehicleEF HHD i 3.96 3.93 tblVehicleEF HHD i 0.02 8.4879e-003 tblVehicleEF HHD i 0.06 0.06 tblVehicleEF HHD i 0.03 0.04 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.1600e-004 1.4783e-006 tblVehicleEF HHD i 0.02 8.1207e-003 tblVehicleEF HHD i 0.03 0.03 tblVehicleEF HHD i 8.6750e-003 8.7677e-003 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.0700e-004 1.3593e-006 tblVehicleEF HHD i 1.1800e-004 5.8030e-006 tblVehicleEF HHD i 4.9160e-003 2.4273e-004 tblVehicleEF HHD i 0.57 0.41 tblVehicleEF HHD i 8.9000e-005 4.1063e-006 tblVehicleEF HHD i 0.13 0.12 tblVehicleEF HHD i 4.6300e-004 1.1212e-003 tblVehicleE F HHD i 0.10 4.2665e-006 tblVehicleEF HHD i 0.04 9.6941 e-003 tblVehicleEF HHD i 0.02 0.01 tblVehicleEF HHD i 1.9200e-004 8.5664e-007 tblVehicleEF HHD i 1.1800e-004 5.8030e-006 tblVehicleEF HHD i 4.9160e-003 2.4273e-004 tblVehicleEF HHD 0.68 0.48 12-285 CaIEEMod Version: CaIEEMod.2016.3.2 Page 4 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF HHD 8.9000e-005 4.1063e-006 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 0.31 0.27 tblVehicleEF HHD i 4.6300e-004 1.1212e-003 tblVehicleEF HHD i 0.11 4.6713e-006 tblVehicleEF HHD i 0.59 0.03 tblVehicleEF HHD i 0.16 0.14 tblVehicleE F HHD i 0.08 7.8282e-007 tblVehicleEF HHD i 1.72 5.25 tblVehicleEF HHD i 1.30 0.84 tblVehicleEF HHD i 3.80 0.01 tblVehicleEF HHD } 4,359.67 1,057.02 tblVehicleEF HHD } 1,683.99 1,517.44 tblVehicleEF HHD i 12.64 0.09 tblVehicleEF HHD i 20.68 5.78 tblVehicleEF HHD i 3.75 3.72 tblVehicleEF HHD i 0.02 7.8073e-003 tblVehicleEF HHD i 0.06 0.06 tblVehicleEF HHD i 0.03 0.04 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.1600e-004 1.4783e-006 tblVehicleE F HHD i 0.02 7.4696e-003 tblVehicleEF HHD i 0.03 0.03 tblVehicleEF HHD i 8.6750e-003 8.7677e-003 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.0700e-004 1.3593e-006 tblVehicleEF HHD i 1.6900e-004 8.5198e-006 tblVehicleE F HHD 5.0090e-003 2.4616e-004 12-286 CaIEEMod Version: CaIEEMod.2016.3.2 Page 5 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF HHD 0.54 0.43 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 1.2500e-004 6.0857e-006 tblVehicleEF HHD i 0.13 0.12 tblVehicleEF HHD i 4.4900e-004 1.1012e-003 tblVehicleEF HHD i 0.09 4.1088e-006 tblVehicleE F HHD i 0.04 9.6851 e-003 tblVehicleEF HHD i 0.02 0.01 tblVehicleEF HHD i 1.8900e-004 8.4844e-007 tblVehicleEF HHD i 1.6900e-004 8.5198e-006 tblVehicleEF HHD i 5.0090e-003 2.4616e-004 tblVehicleEF HHD i 0.64 0.50 tblVehicleEF HHD i 1.2500e-004 6.0857e-006 tblVehicleEF HHD i 0.31 0.27 tblVehicleEF HHD i 4.4900e-004 1.1012e-003 tblVehicleEF HHD i 0.10 4.4987e-006 tblVehicleEF HHD i 0.68 0.02 tblVehicleE F HHD i 0.16 5.0361 e-003 tblVehicleE F HHD i 0.08 8.2267e-007 tblVehicleEF HHD i 3.25 5.42 tblVehicleEF HHD i 1.29 0.46 tblVehicleEF HHD i 4.03 0.01 tblVehicleEF HHD } 3,780.54 1,027.42 tblVehicleEF HHD } 1,683.99 1,421.63 tblVehicleEF HHD i 12.64 0.09 tblVehicleEF HHD i 19.16 5.92 tblVehicleEF HHD i 3.89 3.78 tblVehicleEF HHD 0.02 8.9816e-003 12-287 CaIEEMod Version: CaIEEMod.2016.3.2 Page 6 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF HHD 0.06 0.06 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 0.03 0.03 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.1600e-004 1.4783e-006 tblVehicleEF HHD i 0.02 8.5930e-003 tblVehicleEF HHD i 0.03 0.03 tblVehicleEF HHD i 8.6750e-003 8.5162e-003 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.0700e-004 1.3593e-006 tblVehicleEF HHD i 1.1700e-004 6.0588e-006 tblVehicleEF HHD i 5.3110e-003 2.7018e-004 tblVehicleEF HHD i 0.61 0.39 tblVehicleEF HHD i 9.00OOe-005 4.2977e-006 tblVehicleEF HHD i 0.13 0.11 tblVehicleEF HHD i 5.0200e-004 1.1943e-003 tblVehicleEF HHD i 0.10 4.3030e-006 tblVehicleE F HHD i 0.03 9.7066e-003 tblVehicleEF HHD i 0.02 0.01 tblVehicleEF HHD i 1.9300e-004 8.5821e-007 tblVehicleEF HHD i 1.1700e-004 6.0588e-006 tblVehicleEF HHD i 5.3110e-003 2.7018e-004 tblVehicleEF HHD i 0.73 0.44 tblVehicleEF HHD i 9.00OOe-005 4.2977e-006 tblVehicleEF HHD i 0.31 0.12 tblVehicleEF HHD i 5.0200e-004 1.1943e-003 tblVehicleEF HHD i 0.11 4.7113e-006 tblVehicleEF LDA 4.3340e-003 2.6622e-003 12-288 CaIEEMod Version: CaIEEMod.2016.3.2 Page 7 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDA 5.1760e-003 0.05 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 0.58 0.68 tblVehicleEF LDA i 1.10 2.11 tblVehicleEF LDA i 263.86 265.52 tblVehicleEF LDA i 58.33 54.23 tblVehicleEF LDA i 0.05 0.04 tblVehicleEF LDA i 0.04 0.04 tblVehicleEF LDA i 8.00OOe-003 7.8475e-003 tblVehicleEF LDA i 1.9130e-003 1.6723e-003 tblVehicleEF LDA i 2.2790e-003 1.9248e-003 tblVehicleEF LDA i 0.02 0.02 tblVehicleEF LDA i 2.00OOe-003 1.9619e-003 tblVehicleEF LDA i 1.7630e-003 1.5403e-003 tblVehicleEF LDA i 2.0960e-003 1.7699e-003 tblVehicleEF LDA i 0.04 0.05 tblVehicleEF LDA i 0.09 0.10 tblVehicleEF LDA i 0.03 0.05 tblVehicleEF LDA i 0.01 0.01 tblVehicleEF LDA i 0.04 0.21 tblVehicleEF LDA i 0.07 0.23 tblVehicleEF LDA i 2.6420e-003 2.6267e-003 tblVehicleEF LDA i 6.020Oe-004 5.3662e-004 tblVehicleEF LDA i 0.04 0.05 tblVehicleEF LDA i 0.09 0.10 tblVehicleEF LDA 0.03 i 0.05 tblVehicleEF LDA 0.02 i 0.01 tblVehicleEF LDA 0.04 0.21 12-289 CaIEEMod Version: CaIEEMod.2016.3.2 Page 8 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDA 0.08 0.25 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 4.5760e-003 2.8325e-003 tblVehicleEF LDA i 4.6500e-003 0.05 tblVehicleEF LDA i 0.63 0.74 tblVehicleEF LDA i 0.95 1.82 tblVehicleEF LDA i 274.96 276.40 tblVehicleEF LDA i 58.33 53.69 tblVehicleEF LDA i 0.04 0.03 tblVehicleEF LDA i 0.04 0.04 tblVehicleEF LDA i 8.00OOe-003 7.8475e-003 tblVehicleEF LDA i 1.9130e-003 1.6723e-003 tblVehicleEF LDA i 2.2790e-003 1.9248e-003 tblVehicleEF LDA i 0.02 0.02 tblVehicleEF LDA i 2.00OOe-003 1.9619e-003 tblVehicleEF LDA i 1.7630e-003 1.5403e-003 tblVehicleEF LDA i 2.0960e-003 1.7699e-003 tblVehicleEF LDA i 0.05 0.07 tblVehicleEF LDA i 0.09 0.10 tblVehicleEF LDA i 0.05 0.07 tblVehicleEF LDA i 0.01 0.01 tblVehicleEF LDA i 0.04 0.19 tblVehicleEF LDA i 0.06 0.21 tblVehicleEF LDA i 2.7540e-003 2.7344e-003 tblVehicleEF LDA i 5.9900e-004 5.3128e-004 tblVehicleEF LDA 0.05 i 0.07 tblVehicleEF LDA 0.09 i 0.10 tblVehicleEF LDA 0.05 0.07 12-290 CaIEEMod Version: CaIEEMod.2016.3.2 Page 9 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDA 0.02 0.02 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 0.04 0.19 tblVehicleEF LDA i 0.07 0.23 tblVehicleEF LDA i 4.2520e-003 2.6083e-003 tblVehicleEF LDA i 5.2830e-003 0.05 tblVehicleEF LDA i 0.56 0.65 tblVehicleEF LDA i 1.13 2.18 tblVehicleEF LDA i 259.76 261.50 tblVehicleEF LDA i 58.33 54.34 tblVehicleEF LDA i 0.05 0.04 tblVehicleEF LDA i 0.04 0.04 tblVehicleEF LDA i 8.00OOe-003 7.8475e-003 tblVehicleEF LDA i 1.9130e-003 1.6723e-003 tblVehicleEF LDA i 2.2790e-003 1.9248e-003 tblVehicleEF LDA i 0.02 0.02 tblVehicleEF LDA i 2.00OOe-003 1.9619e-003 tblVehicleEF LDA i 1.7630e-003 1.5403e-003 tblVehicleEF LDA i 2.0960e-003 1.7699e-003 tblVehicleEF LDA i 0.04 0.05 tblVehicleEF LDA i 0.10 0.10 tblVehicleEF LDA i 0.03 0.05 tblVehicleEF LDA i 0.01 0.01 tblVehicleEF LDA i 0.04 0.23 tblVehicleEF LDA i 0.07 0.23 tblVehicleEF LDA i 2.6010e-003 2.5869e-003 tblVehicleEF LDA i 6.0200e-004 5.3778e-004 tblVehicleEF LDA 0.04 0.05 12-291 CaIEEMod Version: CaIEEMod.2016.3.2 Page 10 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDA 0.10 0.10 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 0.03 0.05 tblVehicleEF LDA i 0.02 0.01 tblVehicleEF LDA i 0.04 0.23 tblVehicleEF LDA i 0.08 0.26 tblVehicleEF LDT1 i 9.9920e-003 6.2082e-003 tblVehicleEF LDT1 i 0.01 0.07 tblVehicleEF LDT1 i 1.19 1.26 tblVehicleEF LDT1 i 2.74 2.32 tblVehicleEF LDT1 i 324.21 313.05 tblVehicleEF LDT1 i 71.81 65.11 tblVehicleEF LDT1 i 0.11 0.10 tblVehicleEF LDT1 i 0.04 0.04 tblVehicleEF LDT1 i 8.00OOe-003 7.9540e-003 tblVehicleEF LDT1 i 2.5570e-003 2.3060e-003 tblVehicleEF LDT1 i 3.2780e-003 2.6454e-003 tblVehicleEF LDT1 i 0.02 0.02 tblVehicleEF LDT1 i 2.00OOe-003 1.9885e-003 tblVehicleEF LDT1 i 2.3530e-003 2.1217e-003 tblVehicleEF LDT1 i 3.0150e-003 2.4325e-003 tblVehicleEF LDT1 i 0.12 0.12 tblVehicleEF LDT1 i 0.25 0.19 tblVehicleEF LDT1 i 0.10 0.11 tblVehicleEF LDT1 i 0.02 0.03 tblVehicleEF LDT1 i 0.16 0.66 tblVehicleEF LDT1 i 0.19 0.36 tblVehicleEF LDT1 3.2560e-003 3.0978e-003 12-292 CaIEEMod Version: CaIEEMod.2016.3.2 Page 11 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDT1 7.6600e-004 6.4435e-004 ----------------------------- tblVehicleEF Y---------------------------- LDT1 �-----------------------------T-------------------------- i 0.12 0.12 tblVehicleEF LDT1 i 0.25 0.19 tblVehicleEF LDT1 i 0.10 0.11 tblVehicleEF LDT1 i 0.04 0.04 tblVehicleEF LDT1 i 0.16 0.66 tblVehicleEF LDT1 i 0.21 0.40 tblVehicleEF LDT1 i 0.01 6.5571 e-003 tblVehicleEF LDT1 i 0.01 0.07 tblVehicleEF LDT1 i 1.28 1.36 tblVehicleEF LDT1 i 2.36 2.00 tblVehicleEF LDT1 i 337.31 324.18 tblVehicleEF LDT1 i 71.81 64.47 tblVehicleEF LDT1 i 0.10 0.09 tblVehicleEF LDT1 i 0.04 0.04 tblVehicleEF LDT1 i 8.00OOe-003 7.9540e-003 tblVehicleEF LDT1 i 2.5570e-003 2.3060e-003 tblVehicleEF LDT1 i 3.2780e-003 2.6454e-003 tblVehicleEF LDT1 i 0.02 0.02 tblVehicleEF LDT1 i 2.00OOe-003 1.9885e-003 tblVehicleEF LDT1 i 2.3530e-003 2.1217e-003 tblVehicleEF LDT1 i 3.0150e-003 2.4325e-003 tblVehicleEF LDT1 i 0.17 0.18 tblVehicleEF LDT1 i 0.26 0.20 tblVehicleEF LDT1 i 0.14 0.15 tblVehicleEF LDT1 i 0.03 0.03 tblVehicleEF LDT1 0.14 0.61 12-293 CaIEEMod Version: CaIEEMod.2016.3.2 Page 12 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDT1 0.17 0.32 ----------------------------- tblVehicleEF Y---------------------------- LDT1 -----------------------------4-------------------------- 3.3880e-003 i 3.2080e-003 tblVehicleEF LDT1 7.5900e-004 i 6.3799e-004 tblVehicleEF LDT1 0.17 i 0.18 tblVehicleEF LDT1 0.26 i 0.20 tblVehicleEF LDT1 0.14 i 0.15 tblVehicleEF LDT1 0.04 i 0.04 tblVehicleEF LDT1 0.14 i 0.61 tblVehicleEF LDT1 0.19 i 0.36 tblVehicleEF LDT1 9.8200e-003 i 6.0953e-003 tblVehicleEF LDT1 0.01 i 0.07 tblVehicleEF LDT1 1.16 i 1.22 tblVehicleEF LDT1 2.82 i 2.40 tblVehicleEF LDT1 319.38 i 308.94 tblVehicleEF LDT1 71.81 i 65.25 tblVehicleEF LDT1 0.11 i 0.10 tblVehicleEF LDT1 0.04 i 0.04 tblVehicleEF LDT1 8.00OOe-003 i 7.9540e-003 tblVehicleEF LDT1 2.5570e-003 i 2.3060e-003 tblVehicleEF LDT1 3.2780e-003 i 2.6454e-003 tblVehicleEF LDT1 0.02 i 0.02 tblVehicleEF LDT1 2.00OOe-003 i 1.9885e-003 tblVehicleEF LDT1 2.3530e-003 i 2.1217e-003 tblVehicleEF LDT1 3.0150e-003 i 2.4325e-003 tblVehicleEF LDT1 0.12 i 0.13 tblVehicleEF LDT1 0.29 i 0.22 tblVehicleEF LDT1 0.10 0.11 12-294 CaIEEMod Version: CaIEEMod.2016.3.2 Page 13 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDT1 0.02 0.03 ----------------------------- tblVehicleEF Y---------------------------- LDT1 -----------------------------4-------------------------- i 0.18 0.78 tblVehicleEF LDT1 0.19 i 0.37 tblVehicleEF LDT1 3.2070e-003 i 3.0572e-003 tblVehicleEF LDT1 7.6700e-004 i 6.4574e-004 tblVehicleEF LDT1 0.12 i 0.13 tblVehicleEF LDT1 0.29 i 0.22 tblVehicleEF LDT1 0.10 i 0.11 tblVehicleEF LDT1 0.04 i 0.04 tblVehicleEF LDT1 0.18 i 0.78 tblVehicleEF LDT1 0.21 i 0.41 tblVehicleEF LDT2 5.7840e-003 i 4.0565e-003 tblVehicleEF LDT2 6.6620e-003 i 0.07 tblVehicleEF LDT2 0.74 i 0.91 tblVehicleEF LDT2 1.41 i 2.69 tblVehicleEF LDT2 369.26 i 341.01 tblVehicleEF LDT2 81.71 i 71.31 tblVehicleEF LDT2 0.07 i 0.07 tblVehicleEF LDT2 0.04 i 0.04 tblVehicleEF LDT2 8.00OOe-003 i 7.9476e-003 tblVehicleEF LDT2 1.8090e-003 i 1.6369e-003 tblVehicleEF LDT2 2.1990e-003 i 1.8210e-003 tblVehicleEF LDT2 0.02 i 0.02 tblVehicleEF LDT2 2.00OOe-003 i 1.9869e-003 tblVehicleEF LDT2 1.6640e-003 i 1.5065e-003 tblVehicleEF LDT2 2.0220e-003 i 1.6744e-003 tblVehicleEF LDT2 0.05 0.07 12-295 CaIEEMod Version: CaIEEMod.2016.3.2 Page 14 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDT2 0.11 0.12 ----------------------------- tblVehicleEF Y---------------------------- LDT2 �-----------------------------T-------------------------- i 0.05 0.08 tblVehicleEF LDT2 i 0.01 0.02 tblVehicleEF LDT2 i 0.06 0.39 tblVehicleEF LDT2 i 0.09 0.32 tblVehicleEF LDT2 i 3.6980e-003 3.3737e-003 tblVehicleEF LDT2 i 8.4100e-004 7.0569e-004 tblVehicleEF LDT2 i 0.05 0.07 tblVehicleEF LDT2 i 0.11 0.12 tblVehicleEF LDT2 i 0.05 0.08 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.06 0.39 tblVehicleEF LDT2 i 0.10 0.35 tblVehicleEF LDT2 i 6.1050e-003 4.3054e-003 tblVehicleEF LDT2 i 5.9960e-003 0.06 tblVehicleEF LDT2 i 0.80 0.99 tblVehicleEF LDT2 i 1.22 2.32 tblVehicleEF LDT2 i 384.42 352.00 tblVehicleEF LDT2 i 81.71 70.61 tblVehicleEF LDT2 i 0.06 0.06 tblVehicleEF LDT2 i 0.04 0.04 tblVehicleEF LDT2 i 8.00OOe-003 7.9476e-003 tblVehicleEF LDT2 i 1.8090e-003 1.6369e-003 tblVehicleEF LDT2 i 2.1990e-003 1.8210e-003 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 2.00OOe-003 1.9869e-003 tblVehicleEF LDT2 1.6640e-003 1.5065e-003 12-296 CaIEEMod Version: CaIEEMod.2016.3.2 Page 15 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDT2 2.0220e-003 1.6744e-003 ----------------------------- tblVehicleEF Y---------------------------- LDT2 �-----------------------------T-------------------------- i 0.07 0.11 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.07 0.10 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.05 0.36 tblVehicleEF LDT2 i 0.08 0.29 tblVehicleEF LDT2 i 3.8500e-003 3.4825e-003 tblVehicleEF LDT2 i 8.3800e-004 6.9879e-004 tblVehicleEF LDT2 i 0.07 0.11 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.07 0.10 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.05 0.36 tblVehicleEF LDT2 i 0.09 0.31 tblVehicleEF LDT2 i 5.6750e-003 3.9776e-003 tblVehicleEF LDT2 i 6.7990e-003 0.07 tblVehicleEF LDT2 i 0.72 0.88 tblVehicleEF LDT2 i 1.45 2.77 tblVehicleEF LDT2 i 363.66 336.95 tblVehicleEF LDT2 i 81.71 71.46 tblVehicleEF LDT2 i 0.07 0.07 tblVehicleEF LDT2 i 0.04 0.04 tblVehicleEF LDT2 i 8.00OOe-003 7.9476e-003 tblVehicleEF LDT2 i 1.8090e-003 1.6369e-003 tblVehicleEF LDT2 i 2.1990e-003 1.8210e-003 tblVehicleEF LDT2 0.02 0.02 12-297 CaIEEMod Version: CaIEEMod.2016.3.2 Page 16 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LDT2 2.00OOe-003 1.9869e-003 ----------------------------- tblVehicleEF Y---------------------------- LDT2 �-----------------------------T-------------------------- i 1.6640e-003 1.5065e-003 tblVehicleEF LDT2 i 2.0220e-003 1.6744e-003 tblVehicleEF LDT2 i 0.04 0.07 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.05 0.08 tblVehicleEF LDT2 i 0.01 0.02 tblVehicleEF LDT2 i 0.07 0.46 tblVehicleEF LDT2 i 0.09 0.33 tblVehicleEF LDT2 i 3.6420e-003 3.3336e-003 tblVehicleEF LDT2 i 8.4100e-004 7.0720e-004 tblVehicleEF LDT2 i 0.04 0.07 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.05 0.08 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.07 0.46 tblVehicleEF LDT2 i 0.10 0.36 tblVehicleEF LHD1 i 5.7990e-003 5.8183e-003 tblVehicleEF LHD1 i 0.01 5.0096e-003 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 0.15 0.19 tblVehicleEF LHD1 i 0.78 0.57 tblVehicleEF LHD1 i 2.55 1.09 tblVehicleEF LHD1 i 9.03 9.05 tblVehicleEF LHD1 i 603.73 667.72 tblVehicleEF LHD1 i 33.13 12.41 tblVehicleEF LHD1 0.08 0.06 12-298 CaIEEMod Version: CaIEEMod.2016.3.2 Page 17 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LHD1 1.27 0.81 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 8.6000e-004 7.5586e-004 tblVehicleEF LHD1 i 0.08 0.08 tblVehicleEF LHD1 i 0.01 9.6464e-003 tblVehicleEF LHD1 i 0.01 7.2149e-003 tblVehicleEF LHD1 i 9.1700e-004 2.5532e-004 tblVehicleEF LHD1 i 8.2300e-004 7.2316e-004 tblVehicleEF LHD1 i 0.03 0.03 tblVehicleEF LHD1 i 2.5110e-003 2.4116e-003 tblVehicleEF LHD1 i 9.9290e-003 6.8769e-003 tblVehicleEF LHD1 i 8.4300e-004 2.3476e-004 tblVehicleEF LHD1 i 2.8210e-003 2.2568e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 1.7870e-003 1.4216e-003 tblVehicleEF LHD1 i 0.06 0.05 tblVehicleEF LHD1 i 0.28 0.47 tblVehicleEF LHD1 i 0.27 0.08 tblVehicleEF LHD1 i 9.1000e-005 8.7939e-005 tblVehicleEF LHD1 i 5.9280e-003 6.5213e-003 tblVehicleEF LHD1 i 3.7900e-004 1.2281e-004 tblVehicleEF LHD1 i 2.8210e-003 2.2568e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.03 tblVehicleEF LHD1 i 1.7870e-003 1.4216e-003 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 0.28 0.47 12-299 CaIEEMod Version: CaIEEMod.2016.3.2 Page 18 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LHD1 0.29 0.09 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 5.7990e-003 5.8302e-003 tblVehicleEF LHD1 i 0.01 5.0977e-003 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 0.15 0.19 tblVehicleEF LHD1 i 0.79 0.58 tblVehicleEF LHD1 i 2.44 1.04 tblVehicleEF LHD1 i 9.03 9.05 tblVehicleEF LHD1 i 603.73 667.74 tblVehicleEF LHD1 i 33.13 12.33 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 1.19 0.76 tblVehicleEF LHD1 i 8.6000e-004 7.5586e-004 tblVehicleEF LHD1 i 0.08 0.08 tblVehicleEF LHD1 i 0.01 9.6464e-003 tblVehicleEF LHD1 i 0.01 7.2149e-003 tblVehicleEF LHD1 i 9.1700e-004 2.5532e-004 tblVehicleEF LHD1 i 8.2300e-004 7.2316e-004 tblVehicleEF LHD1 i 0.03 0.03 tblVehicleEF LHD1 i 2.5110e-003 2.4116e-003 tblVehicleEF LHD1 i 9.9290e-003 6.8769e-003 tblVehicleEF LHD1 i 8.4300e-004 2.3476e-004 tblVehicleEF LHD1 i 3.9390e-003 3.1604e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 2.4300e-003 1.9450e-003 :------------------------------ ---------------------------- tblVehicleEF ------------------------ LHD1 0.06 0.05 12-300 CaIEEMod Version: CaIEEMod.2016.3.2 Page 19 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LHD1 0.27 0.45 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 0.26 0.08 tblVehicleEF LHD1 i 9.1000e-005 8.7939e-005 tblVehicleEF LHD1 i 5.9280e-003 6.5214e-003 tblVehicleEF LHD1 i 3.7700e-004 1.2203e-004 tblVehicleEF LHD1 i 3.9390e-003 3.1604e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.03 tblVehicleEF LHD1 i 2.4300e-003 1.9450e-003 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 0.27 0.45 tblVehicleEF LHD1 i 0.28 0.08 tblVehicleEF LHD1 i 5.7990e-003 5.8161e-003 tblVehicleEF LHD1 i 0.01 4.9859e-003 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 0.15 0.19 tblVehicleEF LHD1 i 0.77 0.57 tblVehicleEF LHD1 i 2.56 1.09 tblVehicleEF LHD1 i 9.03 9.05 tblVehicleEF LHD1 i 603.73 667.72 tblVehicleEF LHD1 i 33.13 12.42 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 1.24 0.80 tblVehicleEF LHD1 i 8.6000e-004 7.5586e-004 tblVehicleEF LHD1 i 0.08 0.08 tblVehicleEF LHD1 i 0.01 9.6464e-003 :------------------------------ ---------------------------- tblVehicleEF ------------------------ LHD1 0.01 7.2149e-003 12-301 CaIEEMod Version: CaIEEMod.2016.3.2 Page 20 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LHD1 9.1700e-004 2.5532e-004 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 8.2300e-004 7.2316e-004 tblVehicleEF LHD1 i 0.03 0.03 tblVehicleEF LHD1 i 2.5110e-003 2.4116e-003 tblVehicleEF LHD1 i 9.9290e-003 6.8769e-003 tblVehicleEF LHD1 i 8.4300e-004 2.3476e-004 tblVehicleEF LHD1 i 2.9400e-003 2.3614e-003 tblVehicleEF LHD1 i 0.11 0.08 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 1.8110e-003 1.4457e-003 tblVehicleEF LHD1 i 0.06 0.05 tblVehicleEF LHD1 i 0.30 0.50 tblVehicleEF LHD1 i 0.27 0.08 tblVehicleEF LHD1 i 9.1000e-005 8.7939e-005 tblVehicleEF LHD1 i 5.9280e-003 6.5212e-003 tblVehicleEF LHD1 i 3.8000e-004 1.2294e-004 tblVehicleEF LHD1 i 2.9400e-003 2.3614e-003 tblVehicleEF LHD1 i 0.11 0.08 tblVehicleEF LHD1 i 0.02 0.03 tblVehicleEF LHD1 i 1.8110e-003 1.4457e-003 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 0.30 0.50 tblVehicleEF LHD1 i 0.29 0.09 tblVehicleEF LHD2 i 4.2890e-003 4.2528e-003 tblVehicleEF LHD2 i 4.2710e-003 3.6633e-003 tblVehicleEF LHD2 i 9.4470e-003 0.01 tblVehicleEF LHD2 0.13 0.16 12-302 CaIEEMod Version: CaIEEMod.2016.3.2 Page 21 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LHD2 0.36 0.41 ----------------------------- tblVehicleEF Y---------------------------- LHD2 �-----------------------------T-------------------------- i 1.38 0.76 tblVehicleEF LHD2 i 13.67 13.61 tblVehicleEF LHD2 i 619.08 679.10 tblVehicleEF LHD2 i 28.46 10.01 tblVehicleEF LHD2 i 0.10 0.09 tblVehicleEF LHD2 i 0.87 0.94 tblVehicleEF LHD2 i 1.1890e-003 1.1974e-003 tblVehicleEF LHD2 i 0.09 0.09 tblVehicleEF LHD2 i 0.01 0.01 tblVehicleEF LHD2 i 9.7400e-003 0.01 tblVehicleEF LHD2 i 4.6100e-004 1.4938e-004 tblVehicleEF LHD2 i 1.1370e-003 1.1456e-003 tblVehicleEF LHD2 i 0.04 0.04 tblVehicleEF LHD2 i 2.6460e-003 2.6120e-003 tblVehicleEF LHD2 i 9.3060e-003 9.6641e-003 tblVehicleEF LHD2 i 4.2300e-004 1.3735e-004 tblVehicleEF LHD2 i 1.1610e-003 1.4569e-003 tblVehicleEF LHD2 i 0.04 0.05 tblVehicleEF LHD2 i 0.02 0.02 tblVehicleEF LHD2 i 7.7900e-004 9.3370e-004 tblVehicleEF LHD2 i 0.05 0.05 tblVehicleEF LHD2 i 0.09 0.30 tblVehicleEF LHD2 i 0.13 0.06 tblVehicleEF LHD2 i 1.3400e-004 1.3057e-004 tblVehicleEF LHD2 i 6.0340e-003 6.5784e-003 :------------ ---------------------------- tblVehicleEF ------------------------ LHD2 10------------------ 3.00e-004 9.9072e-005 12-303 CaIEEMod Version: CaIEEMod.2016.3.2 Page 22 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LHD2 1.1610e-003 1.4569e-003 ----------------------------- tblVehicleEF Y---------------------------- LHD2 �-----------------------------T-------------------------- i 0.04 0.05 tblVehicleEF LHD2 i 0.02 0.03 tblVehicleEF LHD2 i 7.7900e-004 9.3370e-004 tblVehicleEF LHD2 i 0.05 0.06 tblVehicleEF LHD2 i 0.09 0.30 tblVehicleEF LHD2 i 0.14 0.06 tblVehicleEF LHD2 i 4.2890e-003 4.2615e-003 tblVehicleEF LHD2 i 4.3220e-003 3.7008e-003 tblVehicleEF LHD2 i 9.1410e-003 0.01 tblVehicleEF LHD2 i 0.13 0.16 tblVehicleEF LHD2 i 0.37 0.41 tblVehicleEF LHD2 i 1.32 0.73 tblVehicleEF LHD2 i 13.67 13.61 tblVehicleEF LHD2 i 619.08 679.11 tblVehicleEF LHD2 i 28.46 9.96 tblVehicleEF LHD2 i 0.10 0.09 tblVehicleEF LHD2 i 0.82 0.88 tblVehicleEF LHD2 i 1.1890e-003 1.1974e-003 tblVehicleEF LHD2 i 0.09 0.09 tblVehicleEF LHD2 i 0.01 0.01 tblVehicleEF LHD2 i 9.7400e-003 0.01 tblVehicleEF LHD2 i 4.6100e-004 1.4938e-004 tblVehicleEF LHD2 i 1.1370e-003 1.1456e-003 tblVehicleEF LHD2 i 0.04 0.04 tblVehicleEF LHD2 i 2.6460e-003 2.6120e-003 :------------------------------ ---------------------------- tblVehicleEF ------------------------ LHD2 9.3060e-003 9.6641 e-003 12-304 CaIEEMod Version: CaIEEMod.2016.3.2 Page 23 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LHD2 4.2300e-004 1.3735e-004 ----------------------------- tblVehicleEF Y---------------------------- LHD2 -----------------------------4-------------------------- 1.6270e-003 i 2.0405e-003 tblVehicleEF LHD2 0.04 i 0.05 tblVehicleEF LHD2 0.02 i 0.02 tblVehicleEF LHD2 1.0610e-003 i 1.2766e-003 tblVehicleEF LHD2 0.05 i 0.05 tblVehicleEF LHD2 0.08 i 0.29 tblVehicleEF LHD2 0.12 i 0.05 tblVehicleEF LHD2 1.3400e-004 i 1.3057e-004 tblVehicleEF LHD2 6.0340e-003 i 6.5785e-003 tblVehicleEF LHD2 3.0900e-004 i 9.8524e-005 tblVehicleEF LHD2 1.6270e-003 i 2.0405e-003 tblVehicleEF LHD2 0.04 i 0.05 tblVehicleEF LHD2 0.02 i 0.03 tblVehicleEF LHD2 1.0610e-003 i 1.2766e-003 tblVehicleEF LHD2 0.05 i 0.06 tblVehicleEF LHD2 0.08 i 0.29 tblVehicleEF LHD2 0.13 i 0.06 tblVehicleEF LHD2 4.2890e-003 i 4.2512e-003 tblVehicleEF LHD2 4.2570e-003 i 3.6533e-003 tblVehicleEF LHD2 9.5090e-003 i 0.01 tblVehicleEF LHD2 0.13 i 0.16 tblVehicleEF LHD2 0.36 i 0.41 tblVehicleEF LHD2 1.38 i 0.76 tblVehicleEF LHD2 13.67 i 13.61 tblVehicleEF LHD2 619.08 i 679.10 tblVehicleEF LHD2 28.46 10.02 12-305 CaIEEMod Version: CaIEEMod.2016.3.2 Page 24 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LHD2 0.10 0.09 ----------------------------- tblVehicleEF Y---------------------------- LHD2 -----------------------------4-------------------------- i 0.85 0.92 tblVehicleEF LHD2 1.1890e-003 i 1.1974e-003 tblVehicleEF LHD2 0.09 i 0.09 tblVehicleEF LHD2 0.01 i 0.01 tblVehicleEF LHD2 9.7400e-003 i 0.01 tblVehicleEF LHD2 4.6100e-004 i 1.4938e-004 tblVehicleEF LHD2 1.1370e-003 i 1.1456e-003 tblVehicleEF LHD2 0.04 i 0.04 tblVehicleEF LHD2 2.6460e-003 i 2.6120e-003 tblVehicleEF LHD2 9.3060e-003 i 9.6641 e-003 tblVehicleEF LHD2 4.2300e-004 i 1.3735e-004 tblVehicleEF LHD2 1.1810e-003 i 1.5016e-003 tblVehicleEF LHD2 0.04 i 0.06 tblVehicleEF LHD2 0.02 i 0.02 tblVehicleEF LHD2 7.7800e-004 i 9.3294e-004 tblVehicleEF LHD2 0.05 i 0.05 tblVehicleEF LHD2 0.10 i 0.33 tblVehicleEF LHD2 0.13 i 0.06 tblVehicleEF LHD2 1.3400e-004 i 1.3057e-004 tblVehicleEF LHD2 6.0340e-003 i 6.5784e-003 tblVehicleEF LHD2 3.1000e-004 i 9.9159e-005 tblVehicleEF LHD2 1.1810e-003 i 1.5016e-003 tblVehicleEF LHD2 0.04 i 0.06 tblVehicleEF LHD2 0.02 i 0.03 tblVehicleEF LHD2 7.7800e-004 i 9.3294e-004 tblVehicleEF LHD2 0.05 0.06 12-306 CaIEEMod Version: CaIEEMod.2016.3.2 Page 25 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF LHD2 0.10 0.33 ----------------------------- tblVehicleEF Y---------------------------- LHD2 �-----------------------------T-------------------------- i 0.14 0.06 tblVehicleEF MY i 0.48 0.35 tblVehicleEF MY i 0.15 0.24 tblVehicleEF MY i 18.61 18.90 tblVehicleEF MY i 9.56 8.43 tblVehicleEF MY i 177.57 214.49 tblVehicleEF MY i 45.30 60.11 tblVehicleEF MY i 1.12 1.12 tblVehicleEF MY i 0.01 0.01 tblVehicleEF MY i 4.00OOe-003 4.00OOe-003 tblVehicleEF MY i 2.1370e-003 2.1162e-003 tblVehicleEF MY i 3.9240e-003 3.2682e-003 tblVehicleEF MY i 5.0400e-003 5.0400e-003 tblVehicleEF MY i 1.00OOe-003 1.00OOe-003 tblVehicleEF MY i 1.9990e-003 1.9796e-003 tblVehicleEF MY i 3.7000e-003 3.0806e-003 tblVehicleEF MY i 1.13 1.16 tblVehicleEF MY i 0.69 0.72 tblVehicleEF MY i 0.71 0.72 tblVehicleEF MY i 2.38 2.40 tblVehicleEF MY i 0.65 2.07 tblVehicleEF MY i 2.05 1.82 tblVehicleEF MY i 2.1510e-003 2.1225e-003 tblVehicleEF MY i 6.7000e-004 5.9482e-004 tblVehicleEF MY i 1.13 1.16 tblVehicleEF MY 0.69 0.72 12-307 CaIEEMod Version: CaIEEMod.2016.3.2 Page 26 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MY 0.71 0.72 ----------------------------- tblVehicleEF Y---------------------------- MY �-----------------------------T-------------------------- i 2.95 2.97 tblVehicleEF MY i 0.65 2.07 tblVehicleEF MY i 2.24 1.98 tblVehicleEF MY i 0.47 0.35 tblVehicleEF MY i 0.14 0.21 tblVehicleEF MY i 17.91 18.17 tblVehicleEF MY i 8.81 7.74 tblVehicleEF MY i 177.57 213.12 tblVehicleEF MY i 45.30 58.36 tblVehicleEF MY i 0.98 0.98 tblVehicleEF MY i 0.01 0.01 tblVehicleEF MY i 4.00OOe-003 4.00OOe-003 tblVehicleEF MY i 2.1370e-003 2.1162e-003 tblVehicleEF MY i 3.9240e-003 3.2682e-003 tblVehicleEF MY i 5.0400e-003 5.0400e-003 tblVehicleEF MY i 1.00OOe-003 1.00OOe-003 tblVehicleEF MY i 1.9990e-003 1.9796e-003 tblVehicleEF MY i 3.7000e-003 3.0806e-003 tblVehicleEF MY i 1.71 1.74 tblVehicleEF MY i 0.73 0.76 tblVehicleEF MY i 1.12 1.14 tblVehicleEF MY i 2.33 2.34 tblVehicleEF MY i 0.61 1.94 tblVehicleEF MY i 1.85 1.62 tblVehicleEF MY i 2.1380e-003 2.1090e-003 tblVehicleEF MY 6.5100e-004 5.7748e-004 12-308 CaIEEMod Version: CaIEEMod.2016.3.2 Page 27 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MY 1.71 1.74 ----------------------------- tblVehicleEF Y---------------------------- MY �-----------------------------T-------------------------- i 0.73 0.76 tblVehicleEF MY i 1.12 1.14 tblVehicleEF MY i 2.89 2.90 tblVehicleEF MY i 0.61 1.94 tblVehicleEF MY i 2.01 1.77 tblVehicleEF MY i 0.48 0.35 tblVehicleEF MY i 0.15 0.24 tblVehicleEF MY i 18.72 19.01 tblVehicleEF MY i 9.67 8.55 tblVehicleEF MY i 177.57 214.70 tblVehicleEF MY i 45.30 60.42 tblVehicleEF MY i 1.09 1.09 tblVehicleEF MY i 0.01 0.01 tblVehicleEF MY i 4.00OOe-003 4.00OOe-003 tblVehicleEF MY i 2.1370e-003 2.1162e-003 tblVehicleEF MY i 3.9240e-003 3.2682e-003 tblVehicleEF MY i 5.0400e-003 5.0400e-003 tblVehicleEF MY i 1.00OOe-003 1.00OOe-003 tblVehicleEF MY i 1.9990e-003 1.9796e-003 tblVehicleEF MY i 3.7000e-003 3.0806e-003 tblVehicleEF MY i 1.26 1.28 tblVehicleEF MY i 0.89 0.92 tblVehicleEF MY i 0.75 0.76 tblVehicleEF MY i 2.39 2.41 tblVehicleEF MY i 0.75 2.38 tblVehicleEF MY 2.09 1.86 12-309 CaIEEMod Version: CaIEEMod.2016.3.2 Page 28 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MY 2.1530e-003 2.1246e-003 ----------------------------- tblVehicleEF Y---------------------------- MY �-----------------------------T-------------------------- i 6.7300e-004 5.9790e-004 tblVehicleEF MY i 1.26 1.28 tblVehicleEF MY i 0.89 0.92 tblVehicleEF MY i 0.75 0.76 tblVehicleEF MY i 2.97 2.98 tblVehicleEF MY i 0.75 2.38 tblVehicleEF MY i 2.28 2.02 tblVehicleEF MDV i 0.01 5.6007e-003 tblVehicleEF MDV i 0.01 0.08 tblVehicleEF MDV i 1.26 1.12 tblVehicleEF MDV i 2.62 3.12 tblVehicleEF MDV i 500.02 420.73 tblVehicleEF MDV i 108.15 86.72 tblVehicleEF MDV i 0.14 0.10 tblVehicleEF MDV i 0.04 0.04 tblVehicleEF MDV i 8.00OOe-003 7.9666e-003 tblVehicleEF MDV i 1.9190e-003 1.7850e-003 tblVehicleEF MDV i 2.3090e-003 1.9836e-003 tblVehicleEF MDV i 0.02 0.02 tblVehicleEF MDV i 2.00OOe-003 1.9917e-003 tblVehicleEF MDV i 1.7700e-003 1.6466e-003 tblVehicleEF MDV i 2.1250e-003 1.8249e-003 tblVehicleEF MDV i 0.07 0.08 tblVehicleEF MDV i 0.16 0.14 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV 0.03 0.02 12-310 CaIEEMod Version: CaIEEMod.2016.3.2 Page 29 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MDV 0.10 0.42 ----------------------------- tblVehicleEF Y---------------------------- MDV �-----------------------------T-------------------------- i 0.20 0.41 tblVehicleEF MDV i 5.0080e-003 4.1596e-003 tblVehicleEF MDV i 1.1270e-003 8.5816e-004 tblVehicleEF MDV i 0.07 0.08 tblVehicleEF MDV i 0.16 0.14 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV i 0.04 0.03 tblVehicleEF MDV i 0.10 0.42 tblVehicleEF MDV i 0.22 0.45 tblVehicleEF MDV i 0.01 5.9079e-003 tblVehicleEF MDV i 0.01 0.08 tblVehicleEF MDV i 1.36 1.20 tblVehicleEF MDV i 2.27 2.69 tblVehicleEF MDV i 519.96 432.28 tblVehicleEF MDV i 108.15 85.89 tblVehicleEF MDV i 0.12 0.09 tblVehicleEF MDV i 0.04 0.04 tblVehicleEF MDV i 8.00OOe-003 7.9666e-003 tblVehicleEF MDV i 1.9190e-003 1.7850e-003 tblVehicleEF MDV i 2.3090e-003 1.9836e-003 tblVehicleEF MDV i 0.02 0.02 tblVehicleEF MDV i 2.00OOe-003 1.9917e-003 tblVehicleEF MDV i 1.7700e-003 1.6466e-003 tblVehicleEF MDV i 2.1250e-003 1.8249e-003 tblVehicleEF MDV i 0.10 0.12 tblVehicleEF MDV 0.16 0.14 12-311 CaIEEMod Version: CaIEEMod.2016.3.2 Page 30 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MDV 0.10 0.12 ----------------------------- tblVehicleEF Y---------------------------- MDV �-----------------------------T-------------------------- i 0.03 0.03 tblVehicleEF MDV i 0.09 0.39 tblVehicleEF MDV i 0.18 0.37 tblVehicleEF MDV i 5.2090e-003 4.2738e-003 tblVehicleEF MDV i 1.1210e-003 8.4999e-004 tblVehicleEF MDV i 0.10 0.12 tblVehicleEF MDV i 0.16 0.14 tblVehicleEF MDV i 0.10 0.12 tblVehicleEF MDV i 0.05 0.04 tblVehicleEF MDV i 0.09 0.39 tblVehicleEF MDV i 0.20 0.40 tblVehicleEF MDV i 0.01 5.5001 e-003 tblVehicleEF MDV i 0.02 0.09 tblVehicleEF MDV i 1.23 1.08 tblVehicleEF MDV i 2.69 3.21 tblVehicleEF MDV i 492.66 416.47 tblVehicleEF MDV i 108.15 86.90 tblVehicleEF MDV i 0.13 0.10 tblVehicleEF MDV i 0.04 0.04 tblVehicleEF MDV i 8.00OOe-003 7.9666e-003 tblVehicleEF MDV i 1.9190e-003 1.7850e-003 tblVehicleEF MDV i 2.3090e-003 1.9836e-003 tblVehicleEF MDV i 0.02 0.02 tblVehicleEF MDV i 2.00OOe-003 1.9917e-003 tblVehicleEF MDV i 1.7700e-003 1.6466e-003 tblVehicleEF MDV 2.1250e-003 1.8249e-003 12-312 CaIEEMod Version: CaIEEMod.2016.3.2 Page 31 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MDV 0.06 0.08 ----------------------------- tblVehicleEF Y---------------------------- MDV �-----------------------------T-------------------------- i 0.17 0.15 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV i 0.03 0.02 tblVehicleEF MDV i 0.11 0.49 tblVehicleEF MDV i 0.20 0.42 tblVehicleEF MDV i 4.9340e-003 4.1175e-003 tblVehicleEF MDV i 1.1290e-003 8.5994e-004 tblVehicleEF MDV i 0.06 0.08 tblVehicleEF MDV i 0.17 0.15 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV i 0.04 0.03 tblVehicleEF MDV i 0.11 0.49 tblVehicleEF MDV i 0.22 0.46 tblVehicleEF MH i 0.03 3.3605e-003 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 2.15 0.31 tblVehicleEF MH i 5.50 0.00 tblVehicleEF MH } 1,108.90 981.53 tblVehicleEF MH i 57.43 0.00 tblVehicleEF MH i 1.43 3.91 tblVehicleEF MH i 0.13 0.13 tblVehicleEF MH i 0.01 0.02 tblVehicleEF MH i 0.03 0.10 tblVehicleEF MH i 1.0490e-003 0.00 tblVehicleEF MH i 0.06 0.06 tblVehicleEF MH 3.2420e-003 4.00OOe-003 12-313 CaIEEMod Version: CaIEEMod.2016.3.2 Page 32 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter tblVehicleEF MH 0.03 0.09 ----------------------------- tblVehicleEF Y---------------------------- MH �-----------------------------T-------------------------- i 9.6500e-004 0.00 tblVehicleEF MH i 0.95 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.41 0.00 tblVehicleEF MH i 0.09 0.07 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.32 0.00 tblVehicleEF MH i 0.01 9.2790e-003 tblVehicleEF MH i 6.7000e-004 0.00 tblVehicleEF MH i 0.95 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.41 0.00 tblVehicleEF MH i 0.12 0.08 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.35 0.00 tblVehicleEF MH i 0.03 3.3605e-003 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 2.21 0.31 tblVehicleEF MH i 5.21 0.00 tblVehicleEF MH } 1,108.90 981.53 tblVehicleEF MH i 57.43 0.00 tblVehicleEF MH i 1.33 3.70 tblVehicleEF MH i 0.13 0.13 tblVehicleEF MH i 0.01 0.02 tblVehicleEF MH i 0.03 0.10 :------------------------------ ---------------------------- tblVehicleEF ------------------------ MH 1.0490e-003 0.00 12-314 CaIEEMod Version: CaIEEMod.2016.3.2 Page 33 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter tblVehicleEF MH 0.06 0.06 ----------------------------- tblVehicleEF Y---------------------------- MH �-----------------------------T-------------------------- i 3.2420e-003 4.00OOe-003 tblVehicleEF MH i 0.03 0.09 tblVehicleEF MH i 9.6500e-004 0.00 tblVehicleEF MH i 1.28 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.56 0.00 tblVehicleEF MH i 0.09 0.07 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.31 0.00 tblVehicleEF MH i 0.01 9.2790e-003 tblVehicleEF MH i 6.6500e-004 0.00 tblVehicleEF MH i 1.28 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.56 0.00 tblVehicleEF MH i 0.12 0.08 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.34 0.00 tblVehicleEF MH i 0.03 3.3605e-003 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 2.13 0.31 tblVehicleEF MH i 5.54 0.00 tblVehicleEF MH } 1,108.90 981.53 tblVehicleEF MH i 57.43 0.00 tblVehicleEF MH i 1.40 3.84 tblVehicleEF MH i 0.13 0.13 :------------------------------ ---------------------------- tblVehicleEF ------------------------ MH 0.01 0.02 12-315 CaIEEMod Version: CaIEEMod.2016.3.2 Page 34 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MH 0.03 0.10 ----------------------------- tblVehicleEF Y---------------------------- MH �-----------------------------T-------------------------- i 1.0490e-003 0.00 tblVehicleEF MH i 0.06 0.06 tblVehicleEF MH i 3.2420e-003 4.00OOe-003 tblVehicleEF MH i 0.03 0.09 tblVehicleEF MH i 9.6500e-004 0.00 tblVehicleEF MH i 1.05 0.00 tblVehicleEF MH i 0.08 0.00 tblVehicleEF MH i 0.43 0.00 tblVehicleEF MH i 0.09 0.07 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.32 0.00 tblVehicleEF MH i 0.01 9.2790e-003 tblVehicleEF MH i 6.7100e-004 0.00 tblVehicleEF MH i 1.05 0.00 tblVehicleEF MH i 0.08 0.00 tblVehicleEF MH i 0.43 0.00 tblVehicleEF MH i 0.12 0.08 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.35 0.00 tblVehicleEF MHD i 0.02 4.9135e-003 tblVehicleEF MHD i 4.2090e-003 5.6113e-003 tblVehicleEF MHD i 0.05 0.01 tblVehicleEF MHD i 0.36 0.39 tblVehicleEF MHD i 0.33 0.51 tblVehicleEF MHD i 6.12 1.31 tblVehicleEF MHD 141.40 56.75 12-316 CaIEEMod Version: CaIEEMod.2016.3.2 Page 35 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MHD 1,144.82 1,086.34 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 60.68 12.86 tblVehicleEF MHD i 0.54 0.43 tblVehicleEF MHD i 1.18 1.96 tblVehicleEF MHD i 2.3000e-004 1.4505e-003 tblVehicleEF MHD i 0.13 0.13 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 5.5730e-003 0.05 tblVehicleEF MHD i 7.9300e-004 1.1907e-004 tblVehicleEF MHD i 2.2000e-004 1.3878e-003 tblVehicleEF MHD i 0.06 0.06 tblVehicleEF MHD i 3.00OOe-003 3.00OOe-003 tblVehicleEF MHD i 5.3290e-003 0.05 tblVehicleEF MHD i 7.2900e-004 1.0948e-004 tblVehicleEF MHD i 1.1360e-003 4.8731e-004 tblVehicleEF MHD i 0.04 0.02 tblVehicleEF MHD i 0.03 0.02 tblVehicleEF MHD i 7.3800e-004 3.2888e-004 tblVehicleEF MHD i 0.04 0.09 tblVehicleEF MHD i 0.02 0.10 tblVehicleEF MHD i 0.38 0.06 tblVehicleEF MHD i 1.3610e-003 5.4033e-004 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 7.1400e-004 1.2722e-004 tblVehicleEF MHD i 1.1360e-003 4.8731e-004 tblVehicleEF MHD i 0.04 0.02 tblVehicleEF MHD 0.04 0.03 12-317 CaIEEMod Version: CaIEEMod.2016.3.2 Page 36 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MHD 7.3800e-004 3.2888e-004 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 0.05 0.11 tblVehicleEF MHD i 0.02 0.10 tblVehicleEF MHD i 0.41 0.07 tblVehicleEF MHD i 0.02 4.6515e-003 tblVehicleEF MHD i 4.2610e-003 5.6474e-003 tblVehicleEF MHD i 0.05 0.01 tblVehicleEF MHD i 0.26 0.31 tblVehicleEF MHD i 0.34 0.51 tblVehicleEF MHD i 5.83 1.25 tblVehicleEF MHD i 149.77 57.73 tblVehicleEF MHD } 1,144.82 1,086.35 tblVehicleEF MHD i 60.68 12.75 tblVehicleEF MHD i 0.56 0.43 tblVehicleEF MHD i 1.12 1.85 tblVehicleEF MHD i 1.9400e-004 1.2248e-003 tblVehicleEF MHD i 0.13 0.13 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 5.5730e-003 0.05 tblVehicleEF MHD i 7.9300e-004 1.1907e-004 tblVehicleEF MHD i 1.8500e-004 1.1718e-003 tblVehicleEF MHD i 0.06 0.06 tblVehicleEF MHD i 3.00OOe-003 3.00OOe-003 tblVehicleEF MHD i 5.3290e-003 0.05 tblVehicleEF MHD i 7.2900e-004 1.0948e-004 tblVehicleEF MHD i 1.6040e-003 6.8946e-004 tblVehicleEF MHD 0.05 0.02 12-318 CaIEEMod Version: CaIEEMod.2016.3.2 Page 37 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MHD 0.02 0.02 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 1.0240e-003 4.5603e-004 tblVehicleEF MHD i 0.04 0.09 tblVehicleEF MHD i 0.02 0.09 tblVehicleEF MHD i 0.36 0.06 tblVehicleEF MHD i 1.4400e-003 5.4975e-004 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 7.0900e-004 1.2618e-004 tblVehicleEF MHD i 1.6040e-003 6.8946e-004 tblVehicleEF MHD i 0.05 0.02 tblVehicleEF MHD i 0.03 0.03 tblVehicleEF MHD i 1.0240e-003 4.5603e-004 tblVehicleEF MHD i 0.05 0.11 tblVehicleEF MHD i 0.02 0.09 tblVehicleEF MHD i 0.40 0.06 tblVehicleEF MHD i 0.02 5.2905e-003 tblVehicleEF MHD i 4.1930e-003 5.5992e-003 tblVehicleEF MHD i 0.05 0.01 tblVehicleEF MHD i 0.50 0.50 tblVehicleEF MHD i 0.33 0.51 tblVehicleEF MHD i 6.17 1.32 tblVehicleEF MHD i 129.83 55.39 tblVehicleEF MHD } 1,144.82 1,086.34 tblVehicleEF MHD i 60.68 12.88 tblVehicleEF MHD i 0.52 0.42 tblVehicleEF MHD i 1.16 1.92 tblVehicleEF MHD 2.8000e-004 1.7623e-003 12-319 CaIEEMod Version: CaIEEMod.2016.3.2 Page 38 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF MHD 0.13 0.13 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 0.01 0.01 tblVehicleEF MHD i 5.5730e-003 0.05 tblVehicleEF MHD i 7.9300e-004 1.1907e-004 tblVehicleEF MHD i 2.6800e-004 1.6861e-003 tblVehicleEF MHD i 0.06 0.06 tblVehicleEF MHD i 3.00OOe-003 3.00OOe-003 tblVehicleEF MHD i 5.3290e-003 0.05 tblVehicleEF MHD i 7.2900e-004 1.0948e-004 tblVehicleEF MHD i 1.1820e-003 4.9850e-004 tblVehicleEF MHD i 0.05 0.02 tblVehicleEF MHD i 0.03 0.03 tblVehicleEF MHD i 7.5300e-004 3.3118e-004 tblVehicleEF MHD i 0.04 0.09 tblVehicleEF MHD i 0.02 0.11 tblVehicleEF MHD i 0.38 0.06 tblVehicleEF MHD i 1.2520e-003 5.2723e-004 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 7.1500e-004 1.2742e-004 tblVehicleEF MHD i 1.1820e-003 4.9850e-004 tblVehicleEF MHD i 0.05 0.02 tblVehicleEF MHD i 0.04 0.03 tblVehicleEF MHD i 7.5300e-004 3.3118e-004 tblVehicleEF MHD i 0.05 0.11 tblVehicleEF MHD i 0.02 0.11 tblVehicleEF MHD i 0.42 0.07 tblVehicleEF OBUS 0.01 9.0600e-003 12-320 CaIEEMod Version: CaIEEMod.2016.3.2 Page 39 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF OBUS 8.4360e-003 9.3584e-003 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 0.03 0.02 tblVehicleEF OBUS i 0.28 0.55 tblVehicleEF OBUS i 0.58 1.01 tblVehicleEF OBUS i 5.60 2.44 tblVehicleEF OBUS i 84.68 84.33 tblVehicleEF OBUS } 1,226.51 1,422.10 tblVehicleEF OBUS i 69.78 20.28 tblVehicleEF OBUS i 0.42 0.52 tblVehicleEF OBUS i 1.44 1.85 tblVehicleEF OBUS i 1.4500e-004 2.0433e-003 tblVehicleEF OBUS i 0.13 0.13 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.3790e-003 0.04 tblVehicleEF OBUS i 8.3400e-004 1.9512e-004 tblVehicleEF OBUS i 1.3900e-004 1.9549e-003 tblVehicleEF OBUS i 0.06 0.06 tblVehicleEF OBUS i 3.00OOe-003 3.00OOe-003 tblVehicleEF OBUS i 7.0420e-003 0.03 tblVehicleEF OBUS i 7.6700e-004 1.7940e-004 tblVehicleEF OBUS i 1.4250e-003 1.8494e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.04 0.06 tblVehicleEF OBUS i 7.6500e-004 9.7789e-004 tblVehicleEF OBUS i 0.06 0.10 tblVehicleEF OBUS i 0.04 0.23 tblVehicleEF OBUS 0.35 0.12 12-321 CaIEEMod Version: CaIEEMod.2016.3.2 Page 40 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF OBUS 8.2000e-004 8.0328e-004 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 0.01 0.01 tblVehicleEF OBUS i 7.9600e-004 2.0066e-004 tblVehicleEF OBUS i 1.4250e-003 1.8494e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.05 0.08 tblVehicleEF OBUS i 7.6500e-004 9.7789e-004 tblVehicleEF OBUS i 0.07 0.12 tblVehicleEF OBUS i 0.04 0.23 tblVehicleEF OBUS i 0.39 0.13 tblVehicleEF OBUS i 0.01 9.0787e-003 tblVehicleEF OBUS i 8.5800e-003 9.4940e-003 tblVehicleEF OBUS i 0.03 0.02 tblVehicleEF OBUS i 0.26 0.53 tblVehicleEF OBUS i 0.58 1.02 tblVehicleEF OBUS i 5.31 2.31 tblVehicleEF OBUS i 88.70 84.93 tblVehicleEF OBUS } 1,226.51 1,422.12 tblVehicleEF OBUS i 69.78 20.06 tblVehicleEF OBUS i 0.43 0.52 tblVehicleEF OBUS i 1.35 1.74 tblVehicleEF OBUS i 1.2200e-004 1.7267e-003 tblVehicleEF OBUS i 0.13 0.13 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.3790e-003 0.04 tblVehicleEF OBUS i 8.3400e-004 1.9512e-004 tblVehicleEF OBUS 1.1700e-004 1.6520e-003 12-322 CaIEEMod Version: CaIEEMod.2016.3.2 Page 41 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF OBUS 0.06 0.06 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 3.00OOe-003 3.00OOe-003 tblVehicleEF OBUS i 7.0420e-003 0.03 tblVehicleEF OBUS i 7.6700e-004 1.7940e-004 tblVehicleEF OBUS i 1.9610e-003 2.5309e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.04 0.06 tblVehicleEF OBUS i 1.0530e-003 1.3344e-003 tblVehicleEF OBUS i 0.06 0.10 tblVehicleEF OBUS i 0.04 0.22 tblVehicleEF OBUS i 0.34 0.11 tblVehicleEF OBUS i 8.5900e-004 8.0897e-004 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.9100e-004 1.9856e-004 tblVehicleEF OBUS i 1.9610e-003 2.5309e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.05 0.08 tblVehicleEF OBUS i 1.0530e-003 1.3344e-003 tblVehicleEF OBUS i 0.07 0.12 tblVehicleEF OBUS i 0.04 0.22 tblVehicleEF OBUS i 0.37 0.13 tblVehicleEF OBUS i 0.01 9.0542e-003 tblVehicleEF OBUS i 8.3930e-003 9.3186e-003 tblVehicleEF OBUS i 0.03 0.02 tblVehicleEF OBUS i 0.29 0.59 tblVehicleEF OBUS i 0.57 1.00 tblVehicleEF OBUS 5.64 2.46 12-323 CaIEEMod Version: CaIEEMod.2016.3.2 Page 42 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF OBUS 79.14 83.50 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- } 1,226.51 1,422.09 tblVehicleEF OBUS i 69.78 20.31 tblVehicleEF OBUS i 0.40 0.52 tblVehicleEF OBUS i 1.41 1.81 tblVehicleEF OBUS i 1.7600e-004 2.4806e-003 tblVehicleEF OBUS i 0.13 0.13 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.3790e-003 0.04 tblVehicleEF OBUS i 8.3400e-004 1.9512e-004 tblVehicleEF OBUS i 1.6900e-004 2.3733e-003 tblVehicleEF OBUS i 0.06 0.06 tblVehicleEF OBUS i 3.00OOe-003 3.00OOe-003 tblVehicleEF OBUS i 7.0420e-003 0.03 tblVehicleEF OBUS i 7.6700e-004 1.7940e-004 tblVehicleEF OBUS i 1.4580e-003 1.9065e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.04 0.06 tblVehicleEF OBUS i 7.6200e-004 9.8177e-004 tblVehicleEF OBUS i 0.06 0.10 tblVehicleEF OBUS i 0.04 0.24 tblVehicleEF OBUS i 0.36 0.12 tblVehicleEF OBUS i 7.6700e-004 7.9541e-004 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.9700e-004 2.0100e-004 tblVehicleEF OBUS i 1.4580e-003 1.9065e-003 tblVehicleEF OBUS 0.02 0.02 12-324 CaIEEMod Version: CaIEEMod.2016.3.2 Page 43 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF OBUS 0.05 0.08 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 7.6200e-004 9.8177e-004 tblVehicleEF OBUS i 0.07 0.12 tblVehicleEF OBUS i 0.04 0.24 tblVehicleEF OBUS i 0.39 0.13 tblVehicleEF SBUS i 0.87 0.07 tblVehicleEF SBUS i 0.02 0.01 tblVehicleEF SBUS i 0.09 7.1319e-003 tblVehicleEF SBUS i 8.16 2.80 tblVehicleEF SBUS i 1.19 1.03 tblVehicleEF SBUS i 9.61 1.02 tblVehicleEF SBUS } 1,131.05 356.18 tblVehicleEF SBUS } 1,090.69 1,128.82 tblVehicleEF SBUS i 54.18 5.79 tblVehicleEF SBUS i 9.79 3.82 tblVehicleEF SBUS i 4.65 6.33 tblVehicleEF SBUS i 0.01 6.3356e-003 tblVehicleEF SBUS i 0.74 0.74 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 0.03 0.04 tblVehicleEF SBUS i 9.3500e-004 6.5117e-005 tblVehicleEF SBUS i 0.01 6.0616e-003 tblVehicleEF SBUS i 0.32 0.32 tblVehicleEF SBUS i 2.6810e-003 2.6583e-003 tblVehicleEF SBUS i 0.02 0.04 tblVehicleEF SBUS i 8.6000e-004 5.9873e-005 tblVehicleEF SBUS 3.6480e-003 1.1352e-003 12-325 CaIEEMod Version: CaIEEMod.2016.3.2 Page 44 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter tblVehicleEF SBUS 0.04 0.01 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.98 0.34 tblVehicleEF SBUS i 1.9360e-003 5.7499e-004 tblVehicleEF SBUS i 0.13 0.14 tblVehicleEF SBUS i 0.02 0.07 tblVehicleEF SBUS i 0.51 0.04 tblVehicleEF SBUS i 0.01 3.3995e-003 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 7.0800e-004 5.7337e-005 tblVehicleEF SBUS i 3.6480e-003 1.1352e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 1.42 0.48 tblVehicleEF SBUS i 1.9360e-003 5.7499e-004 tblVehicleEF SBUS i 0.16 0.17 tblVehicleEF SBUS i 0.02 0.07 tblVehicleEF SBUS i 0.56 0.05 tblVehicleEF SBUS i 0.87 0.07 tblVehicleEF SBUS i 0.02 0.01 tblVehicleEF SBUS i 0.08 6.4082e-003 tblVehicleEF SBUS i 8.04 2.75 tblVehicleEF SBUS i 1.21 1.05 tblVehicleEF SBUS i 7.94 0.84 tblVehicleEF SBUS } 1,182.37 367.48 tblVehicleEF SBUS } 1,090.69 1,128.85 tblVehicleEF SBUS i 54.18 5.50 tblVehicleEF SBUS i 10.10 3.93 tblVehicleEF SBUS 4.39 5.98 12-326 CaIEEMod Version: CaIEEMod.2016.3.2 Page 45 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF SBUS 8.9100e-003 5.3460e-003 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.74 0.74 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 0.03 0.04 tblVehicleEF SBUS i 9.3500e-004 6.5117e-005 tblVehicleEF SBUS i 8.5240e-003 5.1148e-003 tblVehicleEF SBUS i 0.32 0.32 tblVehicleEF SBUS i 2.6810e-003 2.6583e-003 tblVehicleEF SBUS i 0.02 0.04 tblVehicleEF SBUS i 8.6000e-004 5.9873e-005 tblVehicleEF SBUS i 4.9860e-003 1.5477e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 0.98 0.34 tblVehicleEF SBUS i 2.6570e-003 7.8537e-004 tblVehicleEF SBUS i 0.13 0.14 tblVehicleEF SBUS i 0.01 0.06 tblVehicleEF SBUS i 0.46 0.04 tblVehicleEF SBUS i 0.01 3.5062e-003 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 6.8100e-004 5.4417e-005 tblVehicleEF SBUS i 4.9860e-003 1.5477e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 1.42 0.48 tblVehicleEF SBUS i 2.6570e-003 7.8537e-004 tblVehicleEF SBUS i 0.16 0.17 tblVehicleEF SBUS i 0.01 0.06 tblVehicleEF SBUS 0.50 0.04 12-327 CaIEEMod Version: CaIEEMod.2016.3.2 Page 46 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF SBUS 0.87 0.07 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.02 0.01 tblVehicleEF SBUS i 0.09 7.2358e-003 tblVehicleEF SBUS i 8.33 2.86 tblVehicleEF SBUS i 1.18 1.03 tblVehicleEF SBUS i 9.77 1.03 tblVehicleEF SBUS } 1,060.18 340.58 tblVehicleEF SBUS } 1,090.69 1,128.81 tblVehicleEF SBUS i 54.18 5.82 tblVehicleEF SBUS i 9.36 3.67 tblVehicleEF SBUS i 4.57 6.22 tblVehicleEF SBUS i 0.01 7.7023e-003 tblVehicleEF SBUS i 0.74 0.74 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 0.03 0.04 tblVehicleEF SBUS i 9.3500e-004 6.5117e-005 tblVehicleEF SBUS i 0.01 7.3691 e-003 tblVehicleEF SBUS i 0.32 0.32 tblVehicleEF SBUS i 2.6810e-003 2.6583e-003 tblVehicleEF SBUS i 0.02 0.04 tblVehicleEF SBUS i 8.6000e-004 5.9873e-005 tblVehicleEF SBUS i 3.6990e-003 1.1729e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 0.99 0.34 tblVehicleEF SBUS i 1.8970e-003 5.6828e-004 tblVehicleEF SBUS i 0.13 0.14 tblVehicleEF SBUS 0.02 0.09 12-328 CaIEEMod Version: CaIEEMod.2016.3.2 Page 47 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF SBUS 0.51 0.04 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.01 3.2521 e-003 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 7.1100e-004 5.7616e-005 tblVehicleEF SBUS i 3.6990e-003 1.1729e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 1.42 0.48 tblVehicleEF SBUS i 1.8970e-003 5.6828e-004 tblVehicleEF SBUS i 0.16 0.17 tblVehicleEF SBUS i 0.02 0.09 tblVehicleEF SBUS i 0.56 0.05 tblVehicleEF UBUS i 1.93 5.46 tblVehicleEF UBUS i 0.07 0.03 tblVehicleEF UBUS i 8.96 37.60 tblVehicleEF UBUS i 13.19 1.81 tblVehicleEF UBUS } 1,828.32 2,050.53 tblVehicleEF UBUS i 133.38 22.76 tblVehicleEF UBUS i 4.82 1.11 tblVehicleEF UBUS i 0.53 0.08 tblVehicleEF UBUS i 0.01 0.03 tblVehicleEF UBUS i 0.04 3.2566e-003 tblVehicleEF UBUS i 1.1810e-003 3.9679e-005 tblVehicleEF UBUS i 0.23 0.03 tblVehicleEF UBUS i 3.00OOe-003 7.3601e-003 tblVehicleEF UBUS i 0.04 3.1124e-003 tblVehicleEF UBUS i 1.0860e-003 3.6483e-005 tblVehicleEF UBUS 6.1570e-003 2.6629e-003 12-329 CaIEEMod Version: CaIEEMod.2016.3.2 Page 48 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF UBUS 0.10 0.03 ----------------------------- tblVehicleEF Y---------------------------- UBUS �-----------------------------T-------------------------- i 3.6270e-003 1.8538e-003 tblVehicleEF UBUS i 0.53 0.14 tblVehicleEF UBUS i 0.03 0.21 tblVehicleEF UBUS i 0.96 0.15 tblVehicleEF UBUS i 8.6430e-003 4.3416e-003 tblVehicleEF UBUS i 1.5700e-003 2.2519e-004 tblVehicleEF UBUS i 6.1570e-003 2.6629e-003 tblVehicleEF UBUS i 0.10 0.03 tblVehicleEF UBUS i 3.6270e-003 1.8538e-003 tblVehicleEF UBUS i 2.52 5.65 tblVehicleEF UBUS i 0.03 0.21 tblVehicleEF UBUS i 1.05 0.16 tblVehicleEF UBUS i 1.94 5.46 tblVehicleEF UBUS i 0.07 0.03 tblVehicleEF UBUS i 9.02 37.60 tblVehicleEF UBUS i 11.63 1.61 tblVehicleEF UBUS } 1,828.32 2,050.53 tblVehicleEF UBUS i 133.38 22.40 tblVehicleEF UBUS i 4.53 1.10 tblVehicleEF UBUS i 0.53 0.08 tblVehicleEF UBUS i 0.01 0.03 tblVehicleEF UBUS i 0.04 3.2566e-003 tblVehicleEF UBUS i 1.1810e-003 3.9679e-005 tblVehicleEF UBUS i 0.23 0.03 tblVehicleEF UBUS i 3.00OOe-003 7.3601e-003 tblVehicleEF UBUS 0.04 3.1124e-003 12-330 CaIEEMod Version: CaIEEMod.2016.3.2 Page 49 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM tblVehicleEF UBUS 1.0860e-003 3.6483e-005 ----------------------------- tblVehicleEF Y---------------------------- UBUS �-----------------------------T-------------------------- i 8.2530e-003 3.6376e-003 tblVehicleEF UBUS i 0.10 0.03 tblVehicleEF UBUS i 4.8310e-003 2.4726e-003 tblVehicleEF UBUS i 0.53 0.14 tblVehicleEF UBUS i 0.03 0.19 tblVehicleEF UBUS i 0.89 0.14 tblVehicleEF UBUS i 8.6450e-003 4.3416e-003 tblVehicleEF UBUS i 1.5430e-003 2.2162e-004 tblVehicleEF UBUS i 8.2530e-003 3.6376e-003 tblVehicleEF UBUS i 0.10 0.03 tblVehicleEF UBUS i 4.8310e-003 2.4726e-003 tblVehicleEF UBUS i 2.53 5.65 tblVehicleEF UBUS i 0.03 0.19 tblVehicleEF UBUS i 0.98 0.15 tblVehicleEF UBUS i 1.93 5.46 tblVehicleEF UBUS i 0.07 0.03 tblVehicleEF UBUS i 8.95 37.60 tblVehicleEF UBUS i 13.46 1.85 tblVehicleEF UBUS } 1,828.32 2,050.53 tblVehicleEF UBUS i 133.38 22.82 tblVehicleEF UBUS i 4.73 1.11 tblVehicleEF UBUS i 0.53 0.08 tblVehicleEF UBUS i 0.01 0.03 tblVehicleEF UBUS i 0.04 3.2566e-003 tblVehicleEF UBUS i 1.1810e-003 3.9679e-005 tblVehicleEF UBUS 0.23 0.03 12-331 CaIEEMod Version: CaIEEMod.2016.3.2 Page 50 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter tblVehicleEF UBUS 3.00OOe-003 7.3601 e-003 ----------------------------- tblVehicleEF Y---------------------------- UBUS �-----------------------------T-------------------------- i 0.04 3.1124e-003 tblVehicleEF UBUS i 1.0860e-003 3.6483e-005 tblVehicleEF UBUS i 6.9610e-003 2.5391e-003 tblVehicleEF UBUS i 0.12 0.03 tblVehicleEF UBUS i 3.8300e-003 1.7546e-003 tblVehicleEF UBUS i 0.52 0.14 tblVehicleEF UBUS i 0.04 0.26 tblVehicleEF UBUS i 0.98 0.15 tblVehicleEF UBUS i 8.6430e-003 4.3416e-003 tblVehicleEF UBUS i 1.5750e-003 2.2584e-004 tblVehicleEF UBUS i 6.9610e-003 2.5391e-003 tblVehicleEF UBUS i 0.12 0.03 tblVehicleEF UBUS i 3.8300e-003 1.7546e-003 tblVehicleEF UBUS i 2.52 5.65 tblVehicleEF UBUS i 0.04 0.26 tblVehicleEF UBUS 1.07 0.16 2.0 Emissions Summary 12-332 CaIEEMod Version: CaIEEMod.2016.3.2 Page 51 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 I Year lb/day lb/day I 1 I 1 1 I 1 I 1 I 1 2020 •1 1.0077 17.0753 8.4457 0.0336 1.1745 0.5278 1.6465 0.4434 0.4857 � 0.8898 0.0000 1 3,599.626 0.5870 0.0000 3,614.299 I I I I I I I I 13,599.626 I I 0 I 0 I 1 I 9 '1 I I I 1 I I I I 1 I I 1 • I -----------•1------J-------J-------J-------J-------J-------J-------J-------J------- ----- - --------1 J-------J-------J------- '1 - I 1 I 1 1 I 1 I *- 1 -- -- 1 I 1 *------- 2021 •1 64.0632 8.6161 8.2439 0.0157 0.3625 0.4509 0.8133 0.0970 0.4148 0.5118 0.0000 1 1,549.320 0.3762 0.0000 1,558.726 I I I I I I I I 11,549.320 I I '1 I I I 1 I I I I • 1 5 I 5 I 1 I 8 '1 I I I 1 I I I I • I I I I I Maximum 64.0632 17.0753 8.4457 0.0336 1.1745 0.5278 1.6465 0.4434 0.4857 0.8898 0.0000 3,599.626 3,599.626 0.5870 0.0000 3,614.299 11 0 0 9 Mitigated Construction ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 I Year lb/day lb/day I I I 1 I I I I I I 1 2020 •1 1.0077 I 17.0753 I 8.4457 I 0.0336 I 0.8025 I 0.5278 I 1.1663 I 0.1910 I 0.4857 � 0.6374 � 0.0000 1 3,599.626 13,599.626 I 0.5870 I 0.0000 1 3,614.299 0 1 0 I 1 I 9 ;� I 1 I 1 1 I 1 I 1 I 1 • I I I I 1 I I 1 I I I 1 2021 :: 64.0632 I 8.6161 I 8.2439 I 0.0157 I 0.3625 I 0.4509 I 0.8133 I 0.0970 I 0.4148 0.5118 � 0.0000 i 1,549.320 11,549.320 I 0.3762 I 0.0000 1,558.726 I 1 I 1 1 I 1 I • 5 1 5 I 1 I 8 '1 1 I 1 I 1 1 I 1 I 1 I 1 I Maximum 64.0632 17.0753 8.4457 0.0336 0.8025 0.5278 1.1663 0.1910 0.4857 0.6374 0.0000 3,599.626 3,599.626 0.5870 0.0000 3,614.299 11 0 0 j 9 1 ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Percent 0.00 0.00 0.00 0.00 24.21 0.00 19.52 46.71 0.00 18.01 0.00 0.00 0.00 0.00 0.00 0.00 Reduction 12-333 CaIEEMod Version: CaIEEMod.2016.3.2 Page 52 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 2.2 Overall Operational Unmitigated Operational ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 I I Category lb/day lb/day Area •i 10.2488 i 0.7596 20.6943 0.0456 2.6896 i 2.6896 2.6896 2.6896 327.8421 i 635.2018 i 963.0439 i 0.9827 0.0223 994.2433 Energy i 0.0196 i 0.1683 i 0.0768 i 1.0700e- 0.0136 i 0.0136 i i 0.0136 0.0136 � i 213.9527 213.9527 i 4.1000e3.9200e- 1 215.2241 003 003 003 i Mobile •1 1.4677 i 3.0154 i 11.8547 0.0329 3.2316 0.0411 i 3.2727 i 0.8624 i 0.0387 0.9011 � i 3,367.387 3,367.387 i 0.2086 3,372.602 8 i 8 i i Total 11.7362 32.6258 0.0795 3.2316 2.7442 5.9758 0.8624 2.7418 3.6042 327.8421 4,216.542 7544.384 1.1954 0.0262 4,582.069 11 733 3 5 5 Mitigated Operational ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 I I Category lb/day lb/day Area ;� 10.2488 i 0.7596 20.6943 i 0.0456 2.6896 i 2.6896 2.6896 2.6896 327.8421 i 635.2018 963.0439 i 0.9827 0.0223 994.2433 Energy •i 0.0196 i 0.1683 0.0768 i 1.0700e- 0.0136 i 0.0136 0.0136 0.0136 213.9527 213.9527 i 4.1000e- 3.9200e- i 215.2241 003 003 003 i Mobile ;� 1.4677 i 3.0154 11.8547 i 0.0329 3.2316 0.0411 i 3.2727 0.8624 i 0.0387 0.9011 � i 3,367.387 3,367.387 i 0.2086 3,372.602 i i i i i i i i 8 i 8 i i i 1 Total 11.7362 3.9433 32.6258 0.0795 3.2316 2.7442 5.9758 0.8624 2.7418 3.6042 327.8421 4,216.542 4,544.384 1.1954 0.0262 4,5n069 11 3 5 12-334 CaIEEMod Version: CaIEEMod.2016.3.2 Page 53 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio-0O2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Percent 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Reduction 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 •Demolition !Demolition !9/1/2020 19/14/2020 5 10: i i _ 2 Site Preparation +Site Preparation !9/15/2020 i9/15/2020 5 1 i i _ 3 •Grading +Grading !9/16/2020 i9/17/2020 5 2� i i 4 •Building Construction +Building Construction !9/18/2020 i8/5/2021 5 230: i i 5 :Paving +Paving ! 8/6/2021 i 8/12/2021 5 5 + I i 6 -Architectural Coating :Architectural Coating -8/13/2021 -8/19/2021 5, 5. Acres of Grading (Site Preparation Phase): 0.5 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 Residential Indoor: 69,470; Residential Outdoor: 23,157; Non -Residential Indoor: 16,899; Non -Residential Outdoor: 5,633; Striped Parking Area: 0 (Architectural Coating — sgft) OffRoad Equipment 12-335 CaIEEMod Version: CaIEEMod.2016.3.2 Page 54 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM Phase Name I Offroad Equipment Type I Amount I Usage Hours I Horse Power I Load Factor Demolition 'Concrete/Industrial Saws ; 1 ; 8.001 81' 0.73 -------------------------- - - - ------------'------------- ----------- Demolition 'Rubber Tired Dozers ; 1 1.001 247' 0.40 --------------------------- -------------------------------------------------------------------'------------- ----------- Demolition +Tractors/Loaders/Backhoes ; 21 6.001 97, 0.37 -------------------------- �- - - - -------------'------------- ----------- Site Preparation 'Graders ; 1 8.001 187, 0.41 --------------------------- �- - - - -------------'---------------------------- Site Preparation +Tractors/Loaders/Backhoes ; 1 8.001 97, 0.37 �- - - - -------------'------------- ----------- Grading 'Concrete/Industrial Saws ; 1 ? 8.001 81, 0.73 ---------------------------- _ i --------------------------------------------------------------------'------------- ----------- Grading 'Rubber Tired Dozers ; 1 1.001 247' 0.40 �- - - - -------------'------------- ----------- Grading +Tractors/Loaders/Backhoes ; 2 6.001 97, 0.37 + _ __ i i Building Construction 'Cranes ; 1 4.001 231, 0.29 �- - - -------------'------------- ----------- Building Construction 'Forklifts ; 2 6.001 89, 0.20 --------------------------- �- - - - -------------'---------------------------- Building Construction +Tractors/Loaders/Backhoes ; 21 8.001 97, 0.37 i �- - - -------------'------------- ----------- Paving 'Cement and Mortar Mixers ; 4 6.001 9' 0.56 + _ i _ Paving +Pavers ; 1 7.001 130, 0.42 ---------------------------- + i i ------------------------- -------------------------------------------------------- Paving 'Rollers ; 1 7.001 80, 0.38 --------------------------- �- - - - -------------'---------------------------- Paving +Tractors/Loaders/Backhoes ; 1 7.001 97, 0.37 ---------------------------- --------------------------*----------------- ------------r------------- Architectural Coating 'Air Compressors 16.00' 78' 0.48 Trips and VMT Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip I Worker Vehicle I Vendor I Hauling Count I Number I Number I Number I Length I Length I Length Class Vehicle Class I Vehicle Class Demolition 4; 10.00. 0.001 45.00; 14.70; 6.90; 20.00:LD_Mix iHDT_Mix THHDT • A Site Preparation - -------------- 2; - i------------ 5.00- --------i 0.001 , 31.00: ----------�- ---------� 14.70; 6.90; -- =------------ 20.00;LD_Mix ----------' iHDT_Mix -------- THHDT ° �- Grading -------------- 4; i------------ 10.00: --------i 0.001 ,----------�- 0.00: ------------------------------' 14.70; 6.90; 20.00;LD_Mix iHDT_Mix *- THHDT ----------------° �- Building Construction -------------=---------------''''-, 5; i------------ 29.00- I --------i 6.00: ,----------�- 0.00: '--------- 14.70; ------------------------'----------' 6.90; 20.00;LD_Mix iHDT_Mix --'''_-- THHDT ° �- Paving -------------- 7; - i------------ 18.00: --------i 0.00: ,----------4- 0.00: ------------ 14.70; 6.90; -------------' 20.00;LD_Mix iHDT_Mix -- THHDT e ' ; Architectural Coating ; 1' 6.00, 0.00, 0.00, 14.70, 6.90, 20.00,LD_Mix 'HDT_Mix HHDT 12-336 CaIEEMod Version: CaIEEMod.2016.3.2 Page 55 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.1 Mitigation Measures Construction Water Exposed Area 3.2 Demolition - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day I I I I I I I I 1 I I Fugitive Dust •I I I I I 0.9844 I 0.0000 I 0.9844 1 0.1490 I 0.0000 0.1490 � I 1 0.0000 I 1 i 0.0000 I I I I I I I 1 I I I q I I I I I I I I I 1 I I Off -Road •I 0.8674 I 7.8729 I 7.6226 I 0.0120 I I 0.4672 I 0.4672 I I 0.4457 � 0.4457 � 11,147.235 1 1,147.235 I 0.2169 1 � 1,152.657 2 I 2 1 I I 8 Total 0.8674 7.8729 7.6226 0.0120 0.9844 0.4672 1.4516 0.1490 0.4457 0.5947 1,147.235 1,147.235 0.2169 1,152.657 2 2 8 12-337 CaIEEMod Version: CaIEEMod.2016.3.2 Page 56 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.2 Demolition - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0348 i 1.2529 i 0.3292 3.3900e- i 0.0784 � 4.0800e- 0.0824 i 0.0215 3.9000e- 0.0254 378.0810 378.0810 0.0407 i i 379.0994 003 003 003 i Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0434 i 0.0266 i 0.3025 1.0300e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 i 103.1621 103.1621 2.3500e- i i 103.2210 003 004 004 003 i Total 0.0783 1.2796 0.6317 4.4200e- 0.1901 4.8200e- 0.1950 0.0511 4.5800e- 0.0557 481.2431 481.2431 0.0431 482.3204 003 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •1 0.3839 0.0000 0.3839 0.0581 i 0.0000 0.0581 0.0000 0.0000 Off -Road •i 0.8674 i 7.8729 i 7.6226 i 0.0120 i i 0.4672 i 0.4672 0.4457 0.4457 0.0000 i 1,147.235 i 1,147.235 0.2169 i i 1,152.657 2 i 2 i i i 8 Total 0.8674 7.8729 7.6226 0.0120 0.3839 0.4672 0.8511 0.0581 0.4457 0.5038 0.0000 1,147.235 1,147.235 0.2169 1,152.657 2 2 8 12-338 CaIEEMod Version: CaIEEMod.2016.3.2 Page 57 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.2 Demolition - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Total Category lb/day lb/day Hauling •i 0.0348 i 1.2529 i 0.3292 3.3900e- i 0.0784 � 4.0800e- 0.0824 i 0.0215 3.9000e- 0.0254 378.0810 378.0810 0.0407 i i 379.0994 003 003 003 i Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0434 i 0.0266 i 0.3025 1.0300e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 i 103.1621 103.1621 2.3500e- i i 103.2210 003 004 004 003 i Total 0.0783 1.2796 0.6317 4.4200e- 0.1901 4.8200e- 0.1950 0.0511 4.5800e- 0.0557 481.2431 481.2431 0.0431 482.3204 003 003 003 3.3 Site Preparation - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •1 0.5303 0.0000 0.5303 i 0.0573 0.0000 0.0573 0.0000 0.0000 Off -Road •i 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 � i 0.3085 � 0.3085 � i 943.4872 i 943.4872 � 0.3051 i i 951.1158 003 Total 0.6853 8.4307 4.0942 9.7400e- 0.5303 0.3353 0.8656 0.0573 0.3085 0.3658 943.4872 943.4872 0.3051 951.1158 003 12-339 CaIEEMod Version: CaIEEMod.2016.3.2 Page 58 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.3 Site Preparation - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 Total Category lb/day lb/day Hauling •i 0.2399 i 8.6314 i 2.2677 0.0234 i 0.5398 0.0281 0.5679 i 0.1478 0.0269 0.1747 i 2,604.557 2,604.557 0.2806 i :2,611.5737 ----------- --------------------------------------------'----------------------------+-------F-------------'-------�-------t------- Vendor •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 � 0.0000 � 0.0000 i 0.0000 � 0.0000 0.0000 � i 0.0000 � 0.0000 � 0.0000 i i 0.0000 Worker •i 0.0217 0.0133 0.1513 5.2000e- 0.0559 3.7000e- 0.0563 0.0148 3.4000e- 0.0152 i 51.5811 51.5811 1.1800e- i 51.6105 i i i i i 004 004 004 003 i Total 0.2616 8.6447 2.4190 0.0239 0.5957 0.0285 0.6241 0.1626 0.0272 0.1898 2,656.138 2,656.138 0.2818 2,663.184 8 8 2 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •1 0.2068 i 0.0000 0.2068 0.0223 i 0.0000 0.0223 0.0000 0.0000 Off -Road •1 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 0.3085 0.3085 0.0000 i 943.4872 i 943.4872 0.3051 i i 951.1158 003 Total 0.6853 8.4307 4.0942 9.7400e- 0.2068 0.3353 0.5421 0.0223 0.3085 0.3309 0.0000 943.4872 943.4872 0.3051 951.1158 11 003 j j j j j j 12-340 CaIEEMod Version: CaIEEMod.2016.3.2 Page 59 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.3 Site Preparation - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.2399 i 8.6314 i 2.2677 0.0234 i 0.5398 0.0281 0.5679 i 0.1478 0.0269 0.1747 i 2,604.557 2,604.557 0.2806 i :2,611.5737 ----------- --------------------------------------------'----------------------------+-------F-------------'-------�-------t------- Vendor •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 � 0.0000 � 0.0000 i 0.0000 � 0.0000 0.0000 � i 0.0000 � 0.0000 � 0.0000 i i 0.0000 Worker •i 0.0217 0.0133 0.1513 5.2000e- 0.0559 3.7000e- 0.0563 0.0148 3.4000e- 0.0152 i 51.5811 51.5811 1.1800e- i 51.6105 i i i i i 004 004 004 003 i Total 0.2616 8.6447 2.4190 0.0239 0.5957 0.0285 0.6241 0.1626 0.0272 0.1898 2,656.138 2,656.138 0.2818 2,663.184 8 8 2 3.4 Grading - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •1 0.7528 0.0000 0.7528 0.4138 i 0.0000 0.4138 0.0000 i i i 0.0000 Off -Road •i 0.8674 i 7.8729 i 7.6226 i 0.0120 i � 0.4672 i 0.4672 � i 0.4457 � 0.4457 � i 1,147.235 i 1,147.235 � 0.2169 i i 1,152.657 i i i 2 2 i 8 Total 0.8674 7.8729 7.6226 0.0120 0.7528 0.4672 1.2200 0.4138 0.4457 77 1,147.235 1,147.235 0.2169 1,152.657 11 2 2 1 1 8 12-341 CaIEEMod Version: CaIEEMod.2016.3.2 Page 60 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.4 Grading - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0434 i 0.0266 i 0.3025 1.0300e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 103.1621 � 103.1621 2.3500e- i i 103.2210 003 004 004 003 i Total 0.0434 0.0266 0.3025 1.0300e- 0.1118 7.4000e- 0.1125 0.0296 6.8000e- 0.0303 103.1621 103.1621 2.3500e- 103.2210 003 004 004 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Fugitive Dust •1 0.2936 0.0000 0.2936 0.1614 i 0.0000 0.1614 0.0000 0.0000 Off -Road •i 0.8674 i 7.8729 i 7.6226 0.0120 0.4672 0.4672 0.4457 0.4457 0.0000 i 1,147.235 1,147.235 0.2169 i i 1,152.657 i i i 2 2 i 8 Total 0.8674 7.8729 7.6226 0.0120 0.2936 0.4672 0.7608 0.1614 0.4457 0.6070 0.0000 1,147.235 1,147.235 0.2169 1,152.657 2 2 8 12-342 CaIEEMod Version: CaIEEMod.2016.3.2 Page 61 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.4 Grading - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0434 i 0.0266 i 0.3025 1.0300e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 103.1621 � 103.1621 2.3500e- i i 103.2210 003 004 004 003 i Total 0.0434 0.0266 0.3025 1.0300e- 0.1118 7.4000e- 0.1125 0.0296 6.8000e- 0.0303 103.1621 103.1621 2.3500e- 103.2210 003 004 004 003 3.5 Building Construction - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.8617 i 8.8523 i 7.3875 0.0114 0.5224 0.5224 0.4806 0.4806 1,102.978 1,102.978 0.3567 i i 1,111.8962 Total 0.8617 8.8523 7.3875 0.0114 0.5224 0.5224 0.4806 0.4806 1,102.978 1,102.978 0.3567 1,111.896 1 1 2 12-343 CaIEEMod Version: CaIEEMod.2016.3.2 Page 62 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.5 Building Construction - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Vendor 90.0200 i 0.6249 i 0.1808 � 1.4600e- i 0.0383 � 3.3200e- � 0.0417 i 0.0110 � 3.1700e- 0.0142 � i 158.6796 � 158.6796 0.0138 i i 159.0252 003 003 003 i Worker •i 0.1259 i 0.0772 i 0.8774 3.000Oe- i 0.3242 2.1400e- 0.3263 i 0.0860 1.9700e- 0.0879 299.1701 � 299.1701 6.8300e- i i 299.3408 003 003 003 003 i Total 0.1460 0.7020 1.0582 4.4600e- 0.3625 5.4600e- 0.3680 0.0970 5.1400e- 0.1022 457.8498 457.8498 0.0207 458.3659 003 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.8617 i 8.8523 i 7.3875 i 0.0114 0.5224 i 0.5224 0.4806 0.4806 0.0000 i 1,102.978 i 1,102.978 0.3567 i i 1,111.8962 Total 0.8617 8.8523 7.3875 0.0114 0.5224 0.5224 0.4806 0.4806 0.0000 1,102.978 1,102.978 0.3567 1,111.896 1 1 2 12-344 CaIEEMod Version: CaIEEMod.2016.3.2 Page 63 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.5 Building Construction - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Vendor 90.0200 i 0.6249 i 0.1808 � 1.4600e- i 0.0383 � 3.3200e- � 0.0417 i 0.0110 � 3.1700e- 0.0142 � i 158.6796 � 158.6796 0.0138 i i 159.0252 003 003 003 i Worker •i 0.1259 i 0.0772 i 0.8774 3.000Oe- i 0.3242 2.1400e- 0.3263 i 0.0860 1.9700e- 0.0879 299.1701 � 299.1701 6.8300e- i i 299.3408 003 003 003 003 i Total 0.1460 0.7020 1.0582 4.4600e- 0.3625 5.4600e- 0.3680 0.0970 5.1400e- 0.1022 457.8498 457.8498 0.0207 458.3659 003 003 003 3.5 Building Construction - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.7750 i 7.9850 7.2637 i 0.0114 0.4475 0.4475 i i 0.4117 0.4117 1,103.215 i 1,103.215 0.3568 i i 1,112.1358 8 i 8 Total 0.7750 7.9850 7.2637 0.0114 0.4475 0.4475 0.4117 0.4117 1,103.215 1,103.215 0.3568 1,112.135 j j j j 8 8 j j 8 12-345 CaIEEMod Version: CaIEEMod.2016.3.2 Page 64 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.5 Building Construction - 2021 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0168 i 0.5616 i 0.1675 1.4400e- i 0.0383 1.2100e- 0.0396 i 0.0110 1.1600e- 0.0122 i 157.3134 157.3134 0.0133 i 1 157.6450 003 003 003 i Worker •i 0.1185 i 0.0696 i 0.8128 2.9000e- i 0.3242 2.1000e- 0.3263 i 0.0860 1.9300e- 0.0879 288.7913 � 288.7913 6.1800e- i i 288.9459 003 003 003 003 i Total 0.1353 0.6312 0.9803 4.3400e- 0.3625 3.3100e- 0.3658 0.0970 3.0900e- 0.1001 446.1047 446.1047 0.0194 0 003 003 003 F46.591 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.7750 i 7.9850 i 7.2637 0.0114 0.4475 0.4475 0.4117 0.4117 0.0000 i 1,103.215 1,103.215 0.3568 i i 1,112.1358 '� i i i i i i i i • 8 i 8 Total 0.7750 7.9850 7.2637 0.0114 0.4475 0.4475 0.4117 0.4117 0.0000 1,103.215 1,103.215 0.3568 1,112.135 8 8 8 12-346 CaIEEMod Version: CaIEEMod.2016.3.2 Page 65 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.5 Building Construction - 2021 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0168 i 0.5616 i 0.1675 1.4400e- i 0.0383 1.2100e- 0.0396 i 0.0110 1.1600e- 0.0122 i 157.3134 157.3134 0.0133 i 1 157.6450 003 003 003 i Worker •i 0.1185 i 0.0696 i 0.8128 2.9000e- i 0.3242 2.1000e- 0.3263 i 0.0860 1.9300e- 0.0879 288.7913 � 288.7913 6.1800e- i i 288.9459 003 003 003 003 i Total 0.1353 0.6312 0.9803 4.3400e- 0.3625 3.3100e- 0.3658 0.0970 3.0900e- 0.1001 446.1047 446.1047 0.0194 0 003 003 003 F46.591 3.6 Paving - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.7214 6.7178 7.0899 0.0113 0.3534 0.3534 i 0.3286 0.3286 1,035.342 1,035.342 0.3016 i i 1,042.881 i i i i 5 i 5 i i i 8 Paving •i 0.0000 i i i i i 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.7214 6.7178 7.0899 0.0113 0.3534 0.3534 0.3286 0.3286 1,035.342 1,035.342 0.3016 1,042.881 5 5 8 12-347 CaIEEMod Version: CaIEEMod.2016.3.2 Page 66 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.6 Paving - 2021 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0736 i 0.0432 i 0.5045 � 1.8000e- i 0.2012 � 1.3000e- � 0.2025 i 0.0534 � 1.2000e- 0.0546 � i 179.2498 � 179.2498 � 3.8400e- i i 179.3458 9 003 003 003 003 i Total 0.0736 0.0432 0.5045 1.8000e- 0.2012 1.3000e- 0.2025 0.0534 1.2000e- 0.0546 179.2498 179.2498 3.8407 179.3458 11 003 003 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Off -Road •i 0.7214 i 6.7178 7.0899 i 0.0113 i i 0.3534 0.3534 i i 0.3286 0.3286 0.0000 i 1,035.342 1,035.342 0.3016 i i 1,042.881 5 i 5 i i i 8 -------•r------------------------------------------------i-------j---------------+ ---- r------- ------- j------- j-------+ ---- Paving •i 0.0000 i i i 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 i i 0.0000 Total 0.7214 6.7178 7.0899 0.0113 0.3534 0.3534 0.3286 1,035.342 1,035.342 0.3016 1,042.881 11 [777000 5 5 1 8 12-348 CaIEEMod Version: CaIEEMod.2016.3.2 Page 67 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.6 Paving - 2021 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0736 i 0.0432 i 0.5045 1.8000e- i 0.2012 1.3000e- 0.2025 i 0.0534 1.2000e- 0.0546 179.2498 179.2498 3.8400e- i i 179.3458 003 003 003 003 i Total 0.0736 0.0432 0.5045 1.8000e- 0.2012 1.3000e- 0.2025 0.0534 1.2000e- 0.0546 179.2498 179.2498 3.8400e- 179.3458 003 003 003 003 3.7 Architectural Coating - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Archit. Coating •i 63.8198 0.0000 i 0.0000 i i 0.0000 0.0000 0.0000 0.0000 Off -Road •i 0.2189 i 1.5268 i 1.8176 i 2.9700e- i � 0.0941 i 0.0941 � i 0.0941 � 0.0941 � i 281.4481 i 281.4481 � 0.0193 i i 281.9309 003 i i i i i • i i i i Total 64.0387 1.5268 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 281.4481 281.4481 0.0193 281.9309 11 003 12-349 CaIEEMod Version: CaIEEMod.2016.3.2 Page 68 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.7 Architectural Coating - 2021 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0245 0.0144 0.1682 6.000Oe- 0.0671 4.3000e- 0.0675 0.0178 4.000Oe- 0.0182 59.7499 59.7499 1.2800e- i 59.7819 i i i � i i 004 004 004 003 i Total 0.0245 0.0144 0.1682 6.000Oe- 0.0671 4.3000e- 0.0675 0.0178 4.000Oe- 0.0182 59.7499 59.7499 1.2800e- 59.7819 004 004 004 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Archit. Coating •1 63.8198 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off -Road •1 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 i 281.4481 281.4481 0.0193 i i 281.9309 003 Total 64.0387 1.5268 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 281.4481 281.4481 0.0193 281.9309 11 003 12-350 CaIEEMod Version: CaIEEMod.2016.3.2 Page 69 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 3.7 Architectural Coating - 2021 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category lb/day lb/day Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 � Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000 Worker •i 0.0245 0.0144 0.1682 6.00OOe- 0.0671 4.3000e- 0.0675 0.0178 4.00OOe- 0.0182 59.7499 59.7499 1.2800e- i 59.7819 i i i � i i 004 004 004 003 i Total 0.0245 0.0144 0.1682 6.00OOe- 0.0671 4.3000e- 0.0675 0.0178 4.00OOe- 0.0182 59.7499 59.7499 1.2800e- 59.7819 004 004 004 003 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 12-351 CaIEEMod Version: CaIEEMod.2016.3.2 Page 70 of 76 2510 West Coast Highway - Orange County, Winter Date: 6/8/2020 9:40 AM ROG I NOx I CO I S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e Category lb/day lb/day Mitigated •i 1.4677 i 3.0154 i 11.8547 i 0.0329 i 3.2316 i 0.0411 i 3.2727 i 0.8624 i 0.0387 0.9011 3,367.387 � 3,367.387 i 0.2086 i 1 3,372.602 8 i 8 i i i 1 Unmitigated 1.4677 3.0154 11.8547 0.0329 3.2316 0.0411 3.2727 0.8624 0.0387 0.9011 3,367.387 • 3,367.387 • 0.2086 3,372.602 8 8 1 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Condo/Townhouse ; 203.35 ; 198.45 169.40 675,913 675,913 ......................................-------------------------------- -----------------------:-------------------------- Office Park ; 28.78 ; 4.13 1.92 72,371 72,371 •................... ••••••••••••............. -___;--------------- -- -- ----------------- - - - - --------- - ---------- - - - - -- Strip Mall 387.36 674 Total 619.49 570.01 349.87 1,423,099 1,423,099 4.3 Trip Type Information Miles I Trip % I Trip Purpose Land Use I H-W or C-W I H-S or C-C I H-O or C-NW IH-W or C-W I H-S or C-C I H-O or C-NW I Primary I Diverted I Pass -by Condo/Townhouse • • • • •` _ _ _ 14.70_ _ _ - 5.90 8.70 i 40.20 19.20 40.60 86 11 3 ........................ ------ --------- --------- -------- ---------------- Office Park 16.60 8.40 6.90 33.00 I 48.00 19.00 ; 82 ; 15 ; 3 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix 12-352 CalEEMod Version: CalEEMod.2016.3.2 Page 71 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Condo/Townhouse 0.558976+ 0.043534; 0.209821; 0.113949; 0.016111; 0.005791; 0.025447; 0.016654; 0.001713; 0.001553; 0.004896; 0.0005901 0.000966 r i-------------- -i---------------i------------- - i---------------i---------------i---------------i---------------i-------------- -t---------------t---------------- - - - - - - - Office Park 0.5589761 0.0435341 0.2098211 0.1139491 0.0161111 0.0057911 0.0254471 0.0166541 0.0017131 0.0015531 0.0048961 0.000590 0.000966 ----------------------- -------- -------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- s------- Strip Mall 0.558976. 0.043534, 0.209821, 0.113949, 0.016111, 0.005791, 0.025447- 0.016654- 0.001713- 0.001553- 0.004896, 0.000590, 0.000966 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 I N20 CO2e Category lb/day lb/day NaturalGas •i 0.0196 i 0.1683 i 0.0768 1.0700e- i i 0.0136 0.0136 0.0136 0.0136 213.9527 213.9527 4.1000e- i 3.9200e- 1 215.2241 Mitigated ;i 003 . i 003 003 i NaturalGas 0.0196 0.1683 0.0768 1.0700e- - 0.0136 0.0136 - 0.0136 0.0136 213.9527 - 213.9527 4.1000e- - 3.9200e- 215.2241 Unmitigated 003 003 003 12-353 CaIEEMod Version: CaIEEMod.2016.3.2 Page 72 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust Bio- CO2 Total CO2 CH4 N20 CO2e s Use I I PM10 I PM10 Total PM2.5 PM2.5 I IPM2.5Total INBio-CO2 I Land Use kBTU/yr lb/day lb/day Condo/Townhous : 1692.05 •i 0.0183 i 0.1559 0.0664 � 1.000Oe- 0.0126 i 0.0126 0.0126 ; 0.0126 i 199.0643 199.0643 i 3.8200e- i 3.6500e- 200.2473 e i �� 003 003 003 i Office Park 78.6555 •i 8.5000e- i 7.7100e- 6.4800e- 5.000Oe- i 5.9000e- i 5.9000e- 5.9000e- 5.9000e- i 9.2536 9.2536 i 1.8000e- i 1.7000e- 9.3086 i 004 003 003 005 004 004 004 004 004 004 ---- -----� Strip Mall i i � i i i � � i i i i ------------------------------------------------------------------------ ----------------------- 47.8959 •i 5.2000e- i 4.7000e- 3.9400e- 3.000Oe- i 3.6000e- i 3.6000e- 3.6000e- ; 3.6000e- i 5.6348 5.6348 i 1.1000e- i 1.000Oe- i 5.6683 004 003 003 005 004 004 004 004 004 004 i � � � � � � � i i i i Total 0.0196 0.1683 0.0768 1.0800e- 0.0136 0.0136 0.0136 0.0136 213.9527 213.9527 4.1100e- 3.9200e- 215.2241 003 003 003 Mitigated NaturalGa ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust Bio- CO2 Total CO2 CH4 N20 CO2e s Use I I PM10 PM10 Total PM2.5 PM2.5 IPM2.5Total INBio-CO2 Land Use kBTU/yr lb/day lb/day Condo/Townhous : 1.69205 �i 0.0183 i 0.1559 0.0664 1.000Oe- 0.0126 i 0.0126 0.0126 ; 0.0126 199.0643 199.0643 i 3.8200e- i 3.6500e- i 200.2473 e 1 .� 003 . 003 003 i -----------�------ter------i Office Park --------------'----------------------------�-------'---------------+---- ---------------------- i i � i i i i r------i i i *------- � 0.0786555:i 8.5000e- i 7.7100e- 6.4800e- 5.000Oe- i 5.9000e- i 5.9000e- 5.9000e- ; 5.9000e- i 9.2536 9.2536 i 1.8000e- i 1.7000e- i 9.3086 004 003 003 005 004 004 004 004 � i 004 i 004 -------- -�------ter------i Strip Mall i � � i � i � � • •� ------- ------------------------- -----------------------'---------------+---------------------------- i i i i i i i r------i i i *------- �0.0478959•i 5.2000e- i 4.7000e- 3.9400e- 3.000Oe- i 3.6000e- i 3.6000e- 3.6000e- ; 3.6000e- • i 5.6348 5.6348 i 1.1000e- i 1.000Oe- 5.6683 004 003 003 005 004 004 004 004 i 004 004 Total 0.0196 0.1683 0.0768 1.0800e- 0.0136 0.0136 0.0136 0.0136 213.9527 213.9527 4.1100e- 3.9200e- 215.2241 1 003 003 003 6.0 Area Detail 12-354 CaIEEMod Version: CaIEEMod.2016.3.2 Page 73 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 6.1 Mitigation Measures Area ROG NOx CO S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 I N20 CO2e Category lb/day lb/day Mitigated �� 10.2488 � 0.7596 � 20.6943 � 0.0456 � � 2.6896 � 2.6896 � � 2.6896 2.6896 � 327.8421 � 635.2018 � 963.0439 � 0.9827 � 0.0223 i 994.2433 Unmitigated 10.2488 0.7596 20.6943 0.0456 2.6896 2.6896 2.6896 2.6896 • 327.8421 635.2018 963.0439 0.9827 0.0223 994.2433 12-355 CaIEEMod Version: CaIEEMod.2016.3.2 Page 74 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 6.2 Area by SubCategory Unmitigated ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Subcategory lb/day lb/day Architectural •i 0.0874 i � i i � 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 Coating Consumer •i 0.9023 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 Products Hearth •i 9.1713 0.7262 17.7993 0.0454 2.6736 2.6736 2.6736 2.6736 327.8421 i 630.0000 957.8421 0.9777 0.0223 988.9153 i i i i Landscaping •i 0.0878 i 0.0334 2.8950 i 1.5000e- 0.0160 i 0.0160 0.0160 0.0160 i 5.2018 5.2018 i 5.0500e- 5.3279 i 004 003 Total 10.2488 0.7596 20.6943 0.0456 2.6896 2.6896 2.6896 F-77.84211 635.2018 963.0439 0.9827 0.0223 994.2433 12-356 CaIEEMod Version: CaIEEMod.2016.3.2 Page 75 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter 6.2 Area by SubCategory Mitigated ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Subcategory lb/day lb/day Architectural •i 0.0874 i � i i � 0.0000 i 0.0000 0.0000 0.0000 i � 0.0000 0.0000 • Coating Consumer •i 0.9023 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 Products Hearth •i 9.1713 0.7262 17.7993 0.0454 2.6736 2.6736 2.6736 2.6736 327.8421 i 630.0000 957.8421 0.9777 0.0223 1 988.9153 i i i i Landscaping •i 0.0878 0.0334 2.8950 1.5000e- 0.0160 0.0160 0.0160 0.0160 i 5.2018 5.2018 5.0500e- 5.3279 i i i i i 004 003 Total 10.2488 0.7596 20.6943 0.0456 2.6896 2.6896 2.6896 F-77.84211 635.2018 963.0439 0.9827 0.0223 994.2433 7.0 Water Detail 7.1 Mitigation Measures Water 8.0 Waste Detail 8.1 Mitigation Measures Waste 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment 12-357 CaIEEMod Version: CaIEEMod.2016.3.2 Page 76 of 76 Date: 6/8/2020 9:40 AM 2510 West Coast Highway - Orange County, Winter Fire Pumos and Emeraencv Generators IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 11.0 Vegetation 12-358 CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 2510 West Coast Highway Orange County, Annual 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Office Park 2.52 + 1000sgft ; 0.00 2,525.00 i 0 ------------------------------- _------------------------------ _------------------------------ Condo/Townhouse 35.00 =------------------------i------------- ------ Dwelling Unit 0.98 34,306.00 -+ 100 + ; ------------------------------- _------------------------------ _----------------------------- T --------------}------------------E--------------- Strip Mall 8.74 1000sgft 0.00 8,741.00 0 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30 Climate Zone 8 Operational Year 2021 Utility Company Southern California Edison CO2Intensity 702.44 CH4Intensity 0.029 N20Intensity 0.006 (lb/MWhr) (lb/MWhr) (lb/MWhr) 1.3 User Entered Comments & Non -Default Data 12-359 CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual Project Characteristics - Land Use - Per noise study and architectural drawing Construction Phase - Per AQ memo Demolition - Grading - Vehicle Emission Factors - Vehicle Emission Factors - Vehicle Emission Factors - Land Use Change - Construction Off -road Equipment Mitigation - Table Name Column Name Default Value New Value tblConstruction Phase NumDays i 100.00 230.00 ----------------------------_------------------------------r-----------------------------t-------------------------- tblGradin Material Imported 0.00 310.00 ---------------------------- tblLandUse ------------------------------ -------------------------------------------------------- Land UseSquareFeet 2,520.00 2,525.00 ---------------------------- tblLandUse ------------------------------ t----------------------------- t------------------------- Land UseSquareFeet 35,000.00 34,306.00 -----------------------------_-----------------------------r-----------------------------t-------------------------- tblLandUse Land UseSquareFeet 1 8,740.00 8,741.00 ----------------------------- tblLandUse ------------------------------ ------------t-------------------------- LotAcrea e } 0.06 0.00 ----------------------------- tblLandUse ------------------------------ --------------------------------------- LotAcrea e } 2.19 0.98 ----------------------------- tblLandUse ------------------------------ --------------------------------------- LotAcrea e } 0.20 0.00 ----------------------------- tblVehicleEF ------------------------------ t-----------------------------t-------------------------- HHD 0.63 0.03 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 0.16 0.14 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 0.08 8.1503e-007 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 2.36 5.39 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 1.29 0.84 ----------------------------- tblVehicleEF ------------------------------ t----------------------------- t-------------------------- HHD 3.99 0.01 ----------------------------- tblVehicleEF ------------------------------------------------------------- -------------------------- HHD 4,116.44 1,057.87 12-360 CalEEMod Version: CalEEMod.2016.3.2 Page 3 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF HHD 1,683.99 1,517.44 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 12.64 0.09 tblVehicleEF HHD i 20.04 5.92 tblVehicleEF HHD i 3.96 3.93 tblVehicleEF HHD i 0.02 8.4879e-003 tblVehicleEF HHD i 0.06 0.06 tblVehicleEF HHD i 0.03 0.04 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.1600e-004 1.4783e-006 tblVehicleEF HHD i 0.02 8.1207e-003 tblVehicleEF HHD i 0.03 0.03 tblVehicleEF HHD i 8.6750e-003 8.7677e-003 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.0700e-004 1.3593e-006 tblVehicleEF HHD i 1.1800e-004 5.8030e-006 tblVehicleEF HHD i 4.9160e-003 2.4273e-004 tblVehicleEF HHD i 0.57 0.41 tblVehicleEF HHD i 8.9000e-005 4.1063e-006 tblVehicleEF HHD i 0.13 0.12 tblVehicleEF HHD i 4.6300e-004 1.1212e-003 tblVehicleE F HHD i 0.10 4.2665e-006 tblVehicleEF HHD i 0.04 9.6941 e-003 tblVehicleEF HHD i 0.02 0.01 tblVehicleEF HHD i 1.9200e-004 8.5664e-007 tblVehicleEF HHD i 1.1800e-004 5.8030e-006 tblVehicleEF HHD i 4.9160e-003 2.4273e-004 tblVehicleEF HHD 0.68 0.48 12-361 CalEEMod Version: CalEEMod.2016.3.2 Page 4 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF HHD 8.9000e-005 4.1063e-006 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 0.31 0.27 tblVehicleEF HHD i 4.6300e-004 1.1212e-003 tblVehicleEF HHD i 0.11 4.6713e-006 tblVehicleEF HHD i 0.59 0.03 tblVehicleEF HHD i 0.16 0.14 tblVehicleE F HHD i 0.08 7.8282e-007 tblVehicleEF HHD i 1.72 5.25 tblVehicleEF HHD i 1.30 0.84 tblVehicleEF HHD i 3.80 0.01 tblVehicleEF HHD } 4,359.67 1,057.02 tblVehicleEF HHD } 1,683.99 1,517.44 tblVehicleEF HHD i 12.64 0.09 tblVehicleEF HHD i 20.68 5.78 tblVehicleEF HHD i 3.75 3.72 tblVehicleEF HHD i 0.02 7.8073e-003 tblVehicleEF HHD i 0.06 0.06 tblVehicleEF HHD i 0.03 0.04 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.1600e-004 1.4783e-006 tblVehicleE F HHD i 0.02 7.4696e-003 tblVehicleEF HHD i 0.03 0.03 tblVehicleEF HHD i 8.6750e-003 8.7677e-003 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.0700e-004 1.3593e-006 tblVehicleEF HHD i 1.6900e-004 8.5198e-006 tblVehicleE F HHD 5.0090e-003 2.4616e-004 12-362 CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF HHD 0.54 0.43 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 1.2500e-004 6.0857e-006 tblVehicleEF HHD i 0.13 0.12 tblVehicleEF HHD i 4.4900e-004 1.1012e-003 tblVehicleEF HHD i 0.09 4.1088e-006 tblVehicleE F HHD i 0.04 9.6851 e-003 tblVehicleEF HHD i 0.02 0.01 tblVehicleEF HHD i 1.8900e-004 8.4844e-007 tblVehicleEF HHD i 1.6900e-004 8.5198e-006 tblVehicleEF HHD i 5.0090e-003 2.4616e-004 tblVehicleEF HHD i 0.64 0.50 tblVehicleEF HHD i 1.2500e-004 6.0857e-006 tblVehicleEF HHD i 0.31 0.27 tblVehicleEF HHD i 4.4900e-004 1.1012e-003 tblVehicleEF HHD i 0.10 4.4987e-006 tblVehicleEF HHD i 0.68 0.02 tblVehicleE F HHD i 0.16 5.0361 e-003 tblVehicleE F HHD i 0.08 8.2267e-007 tblVehicleEF HHD i 3.25 5.42 tblVehicleEF HHD i 1.29 0.46 tblVehicleEF HHD i 4.03 0.01 tblVehicleEF HHD } 3,780.54 1,027.42 tblVehicleEF HHD } 1,683.99 1,421.63 tblVehicleEF HHD i 12.64 0.09 tblVehicleEF HHD i 19.16 5.92 tblVehicleEF HHD i 3.89 3.78 tblVehicleEF HHD 0.02 8.9816e-003 12-363 CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF HHD 0.06 0.06 ----------------------------- tblVehicleEF Y---------------------------- HHD �-----------------------------T-------------------------- i 0.03 0.03 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.1600e-004 1.4783e-006 tblVehicleEF HHD i 0.02 8.5930e-003 tblVehicleEF HHD i 0.03 0.03 tblVehicleEF HHD i 8.6750e-003 8.5162e-003 tblVehicleEF HHD i 0.02 0.05 tblVehicleEF HHD i 1.0700e-004 1.3593e-006 tblVehicleEF HHD i 1.1700e-004 6.0588e-006 tblVehicleEF HHD i 5.3110e-003 2.7018e-004 tblVehicleEF HHD i 0.61 0.39 tblVehicleEF HHD i 9.00OOe-005 4.2977e-006 tblVehicleEF HHD i 0.13 0.11 tblVehicleEF HHD i 5.0200e-004 1.1943e-003 tblVehicleEF HHD i 0.10 4.3030e-006 tblVehicleE F HHD i 0.03 9.7066e-003 tblVehicleEF HHD i 0.02 0.01 tblVehicleEF HHD i 1.9300e-004 8.5821e-007 tblVehicleEF HHD i 1.1700e-004 6.0588e-006 tblVehicleEF HHD i 5.3110e-003 2.7018e-004 tblVehicleEF HHD i 0.73 0.44 tblVehicleEF HHD i 9.00OOe-005 4.2977e-006 tblVehicleEF HHD i 0.31 0.12 tblVehicleEF HHD i 5.0200e-004 1.1943e-003 tblVehicleEF HHD i 0.11 4.7113e-006 tblVehicleEF LDA 4.3340e-003 2.6622e-003 12-364 CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDA 5.1760e-003 0.05 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 0.58 0.68 tblVehicleEF LDA i 1.10 2.11 tblVehicleEF LDA i 263.86 265.52 tblVehicleEF LDA i 58.33 54.23 tblVehicleEF LDA i 0.05 0.04 tblVehicleEF LDA i 0.04 0.04 tblVehicleEF LDA i 8.00OOe-003 7.8475e-003 tblVehicleEF LDA i 1.9130e-003 1.6723e-003 tblVehicleEF LDA i 2.2790e-003 1.9248e-003 tblVehicleEF LDA i 0.02 0.02 tblVehicleEF LDA i 2.00OOe-003 1.9619e-003 tblVehicleEF LDA i 1.7630e-003 1.5403e-003 tblVehicleEF LDA i 2.0960e-003 1.7699e-003 tblVehicleEF LDA i 0.04 0.05 tblVehicleEF LDA i 0.09 0.10 tblVehicleEF LDA i 0.03 0.05 tblVehicleEF LDA i 0.01 0.01 tblVehicleEF LDA i 0.04 0.21 tblVehicleEF LDA i 0.07 0.23 tblVehicleEF LDA i 2.6420e-003 2.6267e-003 tblVehicleEF LDA i 6.020Oe-004 5.3662e-004 tblVehicleEF LDA i 0.04 0.05 tblVehicleEF LDA i 0.09 0.10 tblVehicleEF LDA 0.03 i 0.05 tblVehicleEF LDA 0.02 i 0.01 tblVehicleEF LDA 0.04 0.21 12-365 CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDA 0.08 0.25 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 4.5760e-003 2.8325e-003 tblVehicleEF LDA i 4.6500e-003 0.05 tblVehicleEF LDA i 0.63 0.74 tblVehicleEF LDA i 0.95 1.82 tblVehicleEF LDA i 274.96 276.40 tblVehicleEF LDA i 58.33 53.69 tblVehicleEF LDA i 0.04 0.03 tblVehicleEF LDA i 0.04 0.04 tblVehicleEF LDA i 8.00OOe-003 7.8475e-003 tblVehicleEF LDA i 1.9130e-003 1.6723e-003 tblVehicleEF LDA i 2.2790e-003 1.9248e-003 tblVehicleEF LDA i 0.02 0.02 tblVehicleEF LDA i 2.00OOe-003 1.9619e-003 tblVehicleEF LDA i 1.7630e-003 1.5403e-003 tblVehicleEF LDA i 2.0960e-003 1.7699e-003 tblVehicleEF LDA i 0.05 0.07 tblVehicleEF LDA i 0.09 0.10 tblVehicleEF LDA i 0.05 0.07 tblVehicleEF LDA i 0.01 0.01 tblVehicleEF LDA i 0.04 0.19 tblVehicleEF LDA i 0.06 0.21 tblVehicleEF LDA i 2.7540e-003 2.7344e-003 tblVehicleEF LDA i 5.9900e-004 5.3128e-004 tblVehicleEF LDA 0.05 i 0.07 tblVehicleEF LDA 0.09 i 0.10 tblVehicleEF LDA 0.05 0.07 12-366 CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDA 0.02 0.02 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 0.04 0.19 tblVehicleEF LDA i 0.07 0.23 tblVehicleEF LDA i 4.2520e-003 2.6083e-003 tblVehicleEF LDA i 5.2830e-003 0.05 tblVehicleEF LDA i 0.56 0.65 tblVehicleEF LDA i 1.13 2.18 tblVehicleEF LDA i 259.76 261.50 tblVehicleEF LDA i 58.33 54.34 tblVehicleEF LDA i 0.05 0.04 tblVehicleEF LDA i 0.04 0.04 tblVehicleEF LDA i 8.00OOe-003 7.8475e-003 tblVehicleEF LDA i 1.9130e-003 1.6723e-003 tblVehicleEF LDA i 2.2790e-003 1.9248e-003 tblVehicleEF LDA i 0.02 0.02 tblVehicleEF LDA i 2.00OOe-003 1.9619e-003 tblVehicleEF LDA i 1.7630e-003 1.5403e-003 tblVehicleEF LDA i 2.0960e-003 1.7699e-003 tblVehicleEF LDA i 0.04 0.05 tblVehicleEF LDA i 0.10 0.10 tblVehicleEF LDA i 0.03 0.05 tblVehicleEF LDA i 0.01 0.01 tblVehicleEF LDA i 0.04 0.23 tblVehicleEF LDA i 0.07 0.23 tblVehicleEF LDA i 2.6010e-003 2.5869e-003 tblVehicleEF LDA i 6.0200e-004 5.3778e-004 tblVehicleEF LDA 0.04 0.05 12-367 CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDA 0.10 0.10 ----------------------------- tblVehicleEF Y---------------------------- LDA �-----------------------------T-------------------------- i 0.03 0.05 tblVehicleEF LDA i 0.02 0.01 tblVehicleEF LDA i 0.04 0.23 tblVehicleEF LDA i 0.08 0.26 tblVehicleEF LDT1 i 9.9920e-003 6.2082e-003 tblVehicleEF LDT1 i 0.01 0.07 tblVehicleEF LDT1 i 1.19 1.26 tblVehicleEF LDT1 i 2.74 2.32 tblVehicleEF LDT1 i 324.21 313.05 tblVehicleEF LDT1 i 71.81 65.11 tblVehicleEF LDT1 i 0.11 0.10 tblVehicleEF LDT1 i 0.04 0.04 tblVehicleEF LDT1 i 8.00OOe-003 7.9540e-003 tblVehicleEF LDT1 i 2.5570e-003 2.3060e-003 tblVehicleEF LDT1 i 3.2780e-003 2.6454e-003 tblVehicleEF LDT1 i 0.02 0.02 tblVehicleEF LDT1 i 2.00OOe-003 1.9885e-003 tblVehicleEF LDT1 i 2.3530e-003 2.1217e-003 tblVehicleEF LDT1 i 3.0150e-003 2.4325e-003 tblVehicleEF LDT1 i 0.12 0.12 tblVehicleEF LDT1 i 0.25 0.19 tblVehicleEF LDT1 i 0.10 0.11 tblVehicleEF LDT1 i 0.02 0.03 tblVehicleEF LDT1 i 0.16 0.66 tblVehicleEF LDT1 i 0.19 0.36 tblVehicleEF LDT1 3.2560e-003 3.0978e-003 12-368 CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDT1 7.6600e-004 6.4435e-004 ----------------------------- tblVehicleEF Y---------------------------- LDT1 �-----------------------------T-------------------------- i 0.12 0.12 tblVehicleEF LDT1 i 0.25 0.19 tblVehicleEF LDT1 i 0.10 0.11 tblVehicleEF LDT1 i 0.04 0.04 tblVehicleEF LDT1 i 0.16 0.66 tblVehicleEF LDT1 i 0.21 0.40 tblVehicleEF LDT1 i 0.01 6.5571 e-003 tblVehicleEF LDT1 i 0.01 0.07 tblVehicleEF LDT1 i 1.28 1.36 tblVehicleEF LDT1 i 2.36 2.00 tblVehicleEF LDT1 i 337.31 324.18 tblVehicleEF LDT1 i 71.81 64.47 tblVehicleEF LDT1 i 0.10 0.09 tblVehicleEF LDT1 i 0.04 0.04 tblVehicleEF LDT1 i 8.00OOe-003 7.9540e-003 tblVehicleEF LDT1 i 2.5570e-003 2.3060e-003 tblVehicleEF LDT1 i 3.2780e-003 2.6454e-003 tblVehicleEF LDT1 i 0.02 0.02 tblVehicleEF LDT1 i 2.00OOe-003 1.9885e-003 tblVehicleEF LDT1 i 2.3530e-003 2.1217e-003 tblVehicleEF LDT1 i 3.0150e-003 2.4325e-003 tblVehicleEF LDT1 i 0.17 0.18 tblVehicleEF LDT1 i 0.26 0.20 tblVehicleEF LDT1 i 0.14 0.15 tblVehicleEF LDT1 i 0.03 0.03 tblVehicleEF LDT1 0.14 0.61 12-369 CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDT1 0.17 0.32 ----------------------------- tblVehicleEF Y---------------------------- LDT1 -----------------------------4-------------------------- 3.3880e-003 i 3.2080e-003 tblVehicleEF LDT1 7.5900e-004 i 6.3799e-004 tblVehicleEF LDT1 0.17 i 0.18 tblVehicleEF LDT1 0.26 i 0.20 tblVehicleEF LDT1 0.14 i 0.15 tblVehicleEF LDT1 0.04 i 0.04 tblVehicleEF LDT1 0.14 i 0.61 tblVehicleEF LDT1 0.19 i 0.36 tblVehicleEF LDT1 9.8200e-003 i 6.0953e-003 tblVehicleEF LDT1 0.01 i 0.07 tblVehicleEF LDT1 1.16 i 1.22 tblVehicleEF LDT1 2.82 i 2.40 tblVehicleEF LDT1 319.38 i 308.94 tblVehicleEF LDT1 71.81 i 65.25 tblVehicleEF LDT1 0.11 i 0.10 tblVehicleEF LDT1 0.04 i 0.04 tblVehicleEF LDT1 8.00OOe-003 i 7.9540e-003 tblVehicleEF LDT1 2.5570e-003 i 2.3060e-003 tblVehicleEF LDT1 3.2780e-003 i 2.6454e-003 tblVehicleEF LDT1 0.02 i 0.02 tblVehicleEF LDT1 2.00OOe-003 i 1.9885e-003 tblVehicleEF LDT1 2.3530e-003 i 2.1217e-003 tblVehicleEF LDT1 3.0150e-003 i 2.4325e-003 tblVehicleEF LDT1 0.12 i 0.13 tblVehicleEF LDT1 0.29 i 0.22 tblVehicleEF LDT1 0.10 0.11 12-370 CalEEMod Version: CalEEMod.2016.3.2 Page 13 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDT1 0.02 0.03 ----------------------------- tblVehicleEF Y---------------------------- LDT1 -----------------------------4-------------------------- i 0.18 0.78 tblVehicleEF LDT1 0.19 i 0.37 tblVehicleEF LDT1 3.2070e-003 i 3.0572e-003 tblVehicleEF LDT1 7.6700e-004 i 6.4574e-004 tblVehicleEF LDT1 0.12 i 0.13 tblVehicleEF LDT1 0.29 i 0.22 tblVehicleEF LDT1 0.10 i 0.11 tblVehicleEF LDT1 0.04 i 0.04 tblVehicleEF LDT1 0.18 i 0.78 tblVehicleEF LDT1 0.21 i 0.41 tblVehicleEF LDT2 5.7840e-003 i 4.0565e-003 tblVehicleEF LDT2 6.6620e-003 i 0.07 tblVehicleEF LDT2 0.74 i 0.91 tblVehicleEF LDT2 1.41 i 2.69 tblVehicleEF LDT2 369.26 i 341.01 tblVehicleEF LDT2 81.71 i 71.31 tblVehicleEF LDT2 0.07 i 0.07 tblVehicleEF LDT2 0.04 i 0.04 tblVehicleEF LDT2 8.00OOe-003 i 7.9476e-003 tblVehicleEF LDT2 1.8090e-003 i 1.6369e-003 tblVehicleEF LDT2 2.1990e-003 i 1.8210e-003 tblVehicleEF LDT2 0.02 i 0.02 tblVehicleEF LDT2 2.00OOe-003 i 1.9869e-003 tblVehicleEF LDT2 1.6640e-003 i 1.5065e-003 tblVehicleEF LDT2 2.0220e-003 i 1.6744e-003 tblVehicleEF LDT2 0.05 0.07 12-371 CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDT2 0.11 0.12 ----------------------------- tblVehicleEF Y---------------------------- LDT2 �-----------------------------T-------------------------- i 0.05 0.08 tblVehicleEF LDT2 i 0.01 0.02 tblVehicleEF LDT2 i 0.06 0.39 tblVehicleEF LDT2 i 0.09 0.32 tblVehicleEF LDT2 i 3.6980e-003 3.3737e-003 tblVehicleEF LDT2 i 8.4100e-004 7.0569e-004 tblVehicleEF LDT2 i 0.05 0.07 tblVehicleEF LDT2 i 0.11 0.12 tblVehicleEF LDT2 i 0.05 0.08 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.06 0.39 tblVehicleEF LDT2 i 0.10 0.35 tblVehicleEF LDT2 i 6.1050e-003 4.3054e-003 tblVehicleEF LDT2 i 5.9960e-003 0.06 tblVehicleEF LDT2 i 0.80 0.99 tblVehicleEF LDT2 i 1.22 2.32 tblVehicleEF LDT2 i 384.42 352.00 tblVehicleEF LDT2 i 81.71 70.61 tblVehicleEF LDT2 i 0.06 0.06 tblVehicleEF LDT2 i 0.04 0.04 tblVehicleEF LDT2 i 8.00OOe-003 7.9476e-003 tblVehicleEF LDT2 i 1.8090e-003 1.6369e-003 tblVehicleEF LDT2 i 2.1990e-003 1.8210e-003 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 2.00OOe-003 1.9869e-003 tblVehicleEF LDT2 1.6640e-003 1.5065e-003 12-372 CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDT2 2.0220e-003 1.6744e-003 ----------------------------- tblVehicleEF Y---------------------------- LDT2 �-----------------------------T-------------------------- i 0.07 0.11 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.07 0.10 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.05 0.36 tblVehicleEF LDT2 i 0.08 0.29 tblVehicleEF LDT2 i 3.8500e-003 3.4825e-003 tblVehicleEF LDT2 i 8.3800e-004 6.9879e-004 tblVehicleEF LDT2 i 0.07 0.11 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.07 0.10 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.05 0.36 tblVehicleEF LDT2 i 0.09 0.31 tblVehicleEF LDT2 i 5.6750e-003 3.9776e-003 tblVehicleEF LDT2 i 6.7990e-003 0.07 tblVehicleEF LDT2 i 0.72 0.88 tblVehicleEF LDT2 i 1.45 2.77 tblVehicleEF LDT2 i 363.66 336.95 tblVehicleEF LDT2 i 81.71 71.46 tblVehicleEF LDT2 i 0.07 0.07 tblVehicleEF LDT2 i 0.04 0.04 tblVehicleEF LDT2 i 8.00OOe-003 7.9476e-003 tblVehicleEF LDT2 i 1.8090e-003 1.6369e-003 tblVehicleEF LDT2 i 2.1990e-003 1.8210e-003 tblVehicleEF LDT2 0.02 0.02 12-373 CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LDT2 2.00OOe-003 1.9869e-003 ----------------------------- tblVehicleEF Y---------------------------- LDT2 �-----------------------------T-------------------------- i 1.6640e-003 1.5065e-003 tblVehicleEF LDT2 i 2.0220e-003 1.6744e-003 tblVehicleEF LDT2 i 0.04 0.07 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.05 0.08 tblVehicleEF LDT2 i 0.01 0.02 tblVehicleEF LDT2 i 0.07 0.46 tblVehicleEF LDT2 i 0.09 0.33 tblVehicleEF LDT2 i 3.6420e-003 3.3336e-003 tblVehicleEF LDT2 i 8.4100e-004 7.0720e-004 tblVehicleEF LDT2 i 0.04 0.07 tblVehicleEF LDT2 i 0.11 0.13 tblVehicleEF LDT2 i 0.05 0.08 tblVehicleEF LDT2 i 0.02 0.02 tblVehicleEF LDT2 i 0.07 0.46 tblVehicleEF LDT2 i 0.10 0.36 tblVehicleEF LHD1 i 5.7990e-003 5.8183e-003 tblVehicleEF LHD1 i 0.01 5.0096e-003 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 0.15 0.19 tblVehicleEF LHD1 i 0.78 0.57 tblVehicleEF LHD1 i 2.55 1.09 tblVehicleEF LHD1 i 9.03 9.05 tblVehicleEF LHD1 i 603.73 667.72 tblVehicleEF LHD1 i 33.13 12.41 tblVehicleEF LHD1 0.08 0.06 12-374 CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LHD1 1.27 0.81 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 8.6000e-004 7.5586e-004 tblVehicleEF LHD1 i 0.08 0.08 tblVehicleEF LHD1 i 0.01 9.6464e-003 tblVehicleEF LHD1 i 0.01 7.2149e-003 tblVehicleEF LHD1 i 9.1700e-004 2.5532e-004 tblVehicleEF LHD1 i 8.2300e-004 7.2316e-004 tblVehicleEF LHD1 i 0.03 0.03 tblVehicleEF LHD1 i 2.5110e-003 2.4116e-003 tblVehicleEF LHD1 i 9.9290e-003 6.8769e-003 tblVehicleEF LHD1 i 8.4300e-004 2.3476e-004 tblVehicleEF LHD1 i 2.8210e-003 2.2568e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 1.7870e-003 1.4216e-003 tblVehicleEF LHD1 i 0.06 0.05 tblVehicleEF LHD1 i 0.28 0.47 tblVehicleEF LHD1 i 0.27 0.08 tblVehicleEF LHD1 i 9.1000e-005 8.7939e-005 tblVehicleEF LHD1 i 5.9280e-003 6.5213e-003 tblVehicleEF LHD1 i 3.7900e-004 1.2281e-004 tblVehicleEF LHD1 i 2.8210e-003 2.2568e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.03 tblVehicleEF LHD1 i 1.7870e-003 1.4216e-003 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 0.28 0.47 12-375 CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LHD1 0.29 0.09 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 5.7990e-003 5.8302e-003 tblVehicleEF LHD1 i 0.01 5.0977e-003 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 0.15 0.19 tblVehicleEF LHD1 i 0.79 0.58 tblVehicleEF LHD1 i 2.44 1.04 tblVehicleEF LHD1 i 9.03 9.05 tblVehicleEF LHD1 i 603.73 667.74 tblVehicleEF LHD1 i 33.13 12.33 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 1.19 0.76 tblVehicleEF LHD1 i 8.6000e-004 7.5586e-004 tblVehicleEF LHD1 i 0.08 0.08 tblVehicleEF LHD1 i 0.01 9.6464e-003 tblVehicleEF LHD1 i 0.01 7.2149e-003 tblVehicleEF LHD1 i 9.1700e-004 2.5532e-004 tblVehicleEF LHD1 i 8.2300e-004 7.2316e-004 tblVehicleEF LHD1 i 0.03 0.03 tblVehicleEF LHD1 i 2.5110e-003 2.4116e-003 tblVehicleEF LHD1 i 9.9290e-003 6.8769e-003 tblVehicleEF LHD1 i 8.4300e-004 2.3476e-004 tblVehicleEF LHD1 i 3.9390e-003 3.1604e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 2.4300e-003 1.9450e-003 :------------------------------ ---------------------------- tblVehicleEF ------------------------ LHD1 0.06 0.05 12-376 CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LHD1 0.27 0.45 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 0.26 0.08 tblVehicleEF LHD1 i 9.1000e-005 8.7939e-005 tblVehicleEF LHD1 i 5.9280e-003 6.5214e-003 tblVehicleEF LHD1 i 3.7700e-004 1.2203e-004 tblVehicleEF LHD1 i 3.9390e-003 3.1604e-003 tblVehicleEF LHD1 i 0.10 0.07 tblVehicleEF LHD1 i 0.02 0.03 tblVehicleEF LHD1 i 2.4300e-003 1.9450e-003 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 0.27 0.45 tblVehicleEF LHD1 i 0.28 0.08 tblVehicleEF LHD1 i 5.7990e-003 5.8161e-003 tblVehicleEF LHD1 i 0.01 4.9859e-003 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 0.15 0.19 tblVehicleEF LHD1 i 0.77 0.57 tblVehicleEF LHD1 i 2.56 1.09 tblVehicleEF LHD1 i 9.03 9.05 tblVehicleEF LHD1 i 603.73 667.72 tblVehicleEF LHD1 i 33.13 12.42 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 1.24 0.80 tblVehicleEF LHD1 i 8.6000e-004 7.5586e-004 tblVehicleEF LHD1 i 0.08 0.08 tblVehicleEF LHD1 i 0.01 9.6464e-003 :------------------------------ ---------------------------- tblVehicleEF ------------------------ LHD1 0.01 7.2149e-003 12-377 CalEEMod Version: CalEEMod.2016.3.2 Page 20 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LHD1 9.1700e-004 2.5532e-004 ----------------------------- tblVehicleEF Y---------------------------- LHD1 �-----------------------------T-------------------------- i 8.2300e-004 7.2316e-004 tblVehicleEF LHD1 i 0.03 0.03 tblVehicleEF LHD1 i 2.5110e-003 2.4116e-003 tblVehicleEF LHD1 i 9.9290e-003 6.8769e-003 tblVehicleEF LHD1 i 8.4300e-004 2.3476e-004 tblVehicleEF LHD1 i 2.9400e-003 2.3614e-003 tblVehicleEF LHD1 i 0.11 0.08 tblVehicleEF LHD1 i 0.02 0.02 tblVehicleEF LHD1 i 1.8110e-003 1.4457e-003 tblVehicleEF LHD1 i 0.06 0.05 tblVehicleEF LHD1 i 0.30 0.50 tblVehicleEF LHD1 i 0.27 0.08 tblVehicleEF LHD1 i 9.1000e-005 8.7939e-005 tblVehicleEF LHD1 i 5.9280e-003 6.5212e-003 tblVehicleEF LHD1 i 3.8000e-004 1.2294e-004 tblVehicleEF LHD1 i 2.9400e-003 2.3614e-003 tblVehicleEF LHD1 i 0.11 0.08 tblVehicleEF LHD1 i 0.02 0.03 tblVehicleEF LHD1 i 1.8110e-003 1.4457e-003 tblVehicleEF LHD1 i 0.08 0.06 tblVehicleEF LHD1 i 0.30 0.50 tblVehicleEF LHD1 i 0.29 0.09 tblVehicleEF LHD2 i 4.2890e-003 4.2528e-003 tblVehicleEF LHD2 i 4.2710e-003 3.6633e-003 tblVehicleEF LHD2 i 9.4470e-003 0.01 tblVehicleEF LHD2 0.13 0.16 12-378 CalEEMod Version: CalEEMod.2016.3.2 Page 21 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LHD2 0.36 0.41 ----------------------------- tblVehicleEF Y---------------------------- LHD2 �-----------------------------T-------------------------- i 1.38 0.76 tblVehicleEF LHD2 i 13.67 13.61 tblVehicleEF LHD2 i 619.08 679.10 tblVehicleEF LHD2 i 28.46 10.01 tblVehicleEF LHD2 i 0.10 0.09 tblVehicleEF LHD2 i 0.87 0.94 tblVehicleEF LHD2 i 1.1890e-003 1.1974e-003 tblVehicleEF LHD2 i 0.09 0.09 tblVehicleEF LHD2 i 0.01 0.01 tblVehicleEF LHD2 i 9.7400e-003 0.01 tblVehicleEF LHD2 i 4.6100e-004 1.4938e-004 tblVehicleEF LHD2 i 1.1370e-003 1.1456e-003 tblVehicleEF LHD2 i 0.04 0.04 tblVehicleEF LHD2 i 2.6460e-003 2.6120e-003 tblVehicleEF LHD2 i 9.3060e-003 9.6641e-003 tblVehicleEF LHD2 i 4.2300e-004 1.3735e-004 tblVehicleEF LHD2 i 1.1610e-003 1.4569e-003 tblVehicleEF LHD2 i 0.04 0.05 tblVehicleEF LHD2 i 0.02 0.02 tblVehicleEF LHD2 i 7.7900e-004 9.3370e-004 tblVehicleEF LHD2 i 0.05 0.05 tblVehicleEF LHD2 i 0.09 0.30 tblVehicleEF LHD2 i 0.13 0.06 tblVehicleEF LHD2 i 1.3400e-004 1.3057e-004 tblVehicleEF LHD2 i 6.0340e-003 6.5784e-003 :------------ ---------------------------- tblVehicleEF ------------------------ LHD2 10------------------ 3.00e-004 9.9072e-005 12-379 CalEEMod Version: CalEEMod.2016.3.2 Page 22 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LHD2 1.1610e-003 1.4569e-003 ----------------------------- tblVehicleEF Y---------------------------- LHD2 �-----------------------------T-------------------------- i 0.04 0.05 tblVehicleEF LHD2 i 0.02 0.03 tblVehicleEF LHD2 i 7.7900e-004 9.3370e-004 tblVehicleEF LHD2 i 0.05 0.06 tblVehicleEF LHD2 i 0.09 0.30 tblVehicleEF LHD2 i 0.14 0.06 tblVehicleEF LHD2 i 4.2890e-003 4.2615e-003 tblVehicleEF LHD2 i 4.3220e-003 3.7008e-003 tblVehicleEF LHD2 i 9.1410e-003 0.01 tblVehicleEF LHD2 i 0.13 0.16 tblVehicleEF LHD2 i 0.37 0.41 tblVehicleEF LHD2 i 1.32 0.73 tblVehicleEF LHD2 i 13.67 13.61 tblVehicleEF LHD2 i 619.08 679.11 tblVehicleEF LHD2 i 28.46 9.96 tblVehicleEF LHD2 i 0.10 0.09 tblVehicleEF LHD2 i 0.82 0.88 tblVehicleEF LHD2 i 1.1890e-003 1.1974e-003 tblVehicleEF LHD2 i 0.09 0.09 tblVehicleEF LHD2 i 0.01 0.01 tblVehicleEF LHD2 i 9.7400e-003 0.01 tblVehicleEF LHD2 i 4.6100e-004 1.4938e-004 tblVehicleEF LHD2 i 1.1370e-003 1.1456e-003 tblVehicleEF LHD2 i 0.04 0.04 tblVehicleEF LHD2 i 2.6460e-003 2.6120e-003 :------------------------------ ---------------------------- tblVehicleEF ------------------------ LHD2 9.3060e-003 9.6641 e-003 12-380 CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LHD2 4.2300e-004 1.3735e-004 ----------------------------- tblVehicleEF Y---------------------------- LHD2 -----------------------------4-------------------------- 1.6270e-003 i 2.0405e-003 tblVehicleEF LHD2 0.04 i 0.05 tblVehicleEF LHD2 0.02 i 0.02 tblVehicleEF LHD2 1.0610e-003 i 1.2766e-003 tblVehicleEF LHD2 0.05 i 0.05 tblVehicleEF LHD2 0.08 i 0.29 tblVehicleEF LHD2 0.12 i 0.05 tblVehicleEF LHD2 1.3400e-004 i 1.3057e-004 tblVehicleEF LHD2 6.0340e-003 i 6.5785e-003 tblVehicleEF LHD2 3.0900e-004 i 9.8524e-005 tblVehicleEF LHD2 1.6270e-003 i 2.0405e-003 tblVehicleEF LHD2 0.04 i 0.05 tblVehicleEF LHD2 0.02 i 0.03 tblVehicleEF LHD2 1.0610e-003 i 1.2766e-003 tblVehicleEF LHD2 0.05 i 0.06 tblVehicleEF LHD2 0.08 i 0.29 tblVehicleEF LHD2 0.13 i 0.06 tblVehicleEF LHD2 4.2890e-003 i 4.2512e-003 tblVehicleEF LHD2 4.2570e-003 i 3.6533e-003 tblVehicleEF LHD2 9.5090e-003 i 0.01 tblVehicleEF LHD2 0.13 i 0.16 tblVehicleEF LHD2 0.36 i 0.41 tblVehicleEF LHD2 1.38 i 0.76 tblVehicleEF LHD2 13.67 i 13.61 tblVehicleEF LHD2 619.08 i 679.10 tblVehicleEF LHD2 28.46 10.02 12-381 CaIEEMod Version: CalEEMod.2016.3.2 Page 24 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LHD2 0.10 0.09 ----------------------------- tblVehicleEF Y---------------------------- LHD2 -----------------------------4-------------------------- i 0.85 0.92 tblVehicleEF LHD2 1.1890e-003 i 1.1974e-003 tblVehicleEF LHD2 0.09 i 0.09 tblVehicleEF LHD2 0.01 i 0.01 tblVehicleEF LHD2 9.7400e-003 i 0.01 tblVehicleEF LHD2 4.6100e-004 i 1.4938e-004 tblVehicleEF LHD2 1.1370e-003 i 1.1456e-003 tblVehicleEF LHD2 0.04 i 0.04 tblVehicleEF LHD2 2.6460e-003 i 2.6120e-003 tblVehicleEF LHD2 9.3060e-003 i 9.6641 e-003 tblVehicleEF LHD2 4.2300e-004 i 1.3735e-004 tblVehicleEF LHD2 1.1810e-003 i 1.5016e-003 tblVehicleEF LHD2 0.04 i 0.06 tblVehicleEF LHD2 0.02 i 0.02 tblVehicleEF LHD2 7.7800e-004 i 9.3294e-004 tblVehicleEF LHD2 0.05 i 0.05 tblVehicleEF LHD2 0.10 i 0.33 tblVehicleEF LHD2 0.13 i 0.06 tblVehicleEF LHD2 1.3400e-004 i 1.3057e-004 tblVehicleEF LHD2 6.0340e-003 i 6.5784e-003 tblVehicleEF LHD2 3.1000e-004 i 9.9159e-005 tblVehicleEF LHD2 1.1810e-003 i 1.5016e-003 tblVehicleEF LHD2 0.04 i 0.06 tblVehicleEF LHD2 0.02 i 0.03 tblVehicleEF LHD2 7.7800e-004 i 9.3294e-004 tblVehicleEF LHD2 0.05 0.06 12-382 CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF LHD2 0.10 0.33 ----------------------------- tblVehicleEF Y---------------------------- LHD2 �-----------------------------T-------------------------- i 0.14 0.06 tblVehicleEF MY i 0.48 0.35 tblVehicleEF MY i 0.15 0.24 tblVehicleEF MY i 18.61 18.90 tblVehicleEF MY i 9.56 8.43 tblVehicleEF MY i 177.57 214.49 tblVehicleEF MY i 45.30 60.11 tblVehicleEF MY i 1.12 1.12 tblVehicleEF MY i 0.01 0.01 tblVehicleEF MY i 4.00OOe-003 4.00OOe-003 tblVehicleEF MY i 2.1370e-003 2.1162e-003 tblVehicleEF MY i 3.9240e-003 3.2682e-003 tblVehicleEF MY i 5.0400e-003 5.0400e-003 tblVehicleEF MY i 1.00OOe-003 1.00OOe-003 tblVehicleEF MY i 1.9990e-003 1.9796e-003 tblVehicleEF MY i 3.7000e-003 3.0806e-003 tblVehicleEF MY i 1.13 1.16 tblVehicleEF MY i 0.69 0.72 tblVehicleEF MY i 0.71 0.72 tblVehicleEF MY i 2.38 2.40 tblVehicleEF MY i 0.65 2.07 tblVehicleEF MY i 2.05 1.82 tblVehicleEF MY i 2.1510e-003 2.1225e-003 tblVehicleEF MY i 6.7000e-004 5.9482e-004 tblVehicleEF MY i 1.13 1.16 tblVehicleEF MY 0.69 0.72 12-383 CalEEMod Version: CalEEMod.2016.3.2 Page 26 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MY 0.71 0.72 ----------------------------- tblVehicleEF Y---------------------------- MY �-----------------------------T-------------------------- i 2.95 2.97 tblVehicleEF MY i 0.65 2.07 tblVehicleEF MY i 2.24 1.98 tblVehicleEF MY i 0.47 0.35 tblVehicleEF MY i 0.14 0.21 tblVehicleEF MY i 17.91 18.17 tblVehicleEF MY i 8.81 7.74 tblVehicleEF MY i 177.57 213.12 tblVehicleEF MY i 45.30 58.36 tblVehicleEF MY i 0.98 0.98 tblVehicleEF MY i 0.01 0.01 tblVehicleEF MY i 4.00OOe-003 4.00OOe-003 tblVehicleEF MY i 2.1370e-003 2.1162e-003 tblVehicleEF MY i 3.9240e-003 3.2682e-003 tblVehicleEF MY i 5.0400e-003 5.0400e-003 tblVehicleEF MY i 1.00OOe-003 1.00OOe-003 tblVehicleEF MY i 1.9990e-003 1.9796e-003 tblVehicleEF MY i 3.7000e-003 3.0806e-003 tblVehicleEF MY i 1.71 1.74 tblVehicleEF MY i 0.73 0.76 tblVehicleEF MY i 1.12 1.14 tblVehicleEF MY i 2.33 2.34 tblVehicleEF MY i 0.61 1.94 tblVehicleEF MY i 1.85 1.62 tblVehicleEF MY i 2.1380e-003 2.1090e-003 tblVehicleEF MY 6.5100e-004 5.7748e-004 12-384 CalEEMod Version: CalEEMod.2016.3.2 Page 27 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MY 1.71 1.74 ----------------------------- tblVehicleEF Y---------------------------- MY �-----------------------------T-------------------------- i 0.73 0.76 tblVehicleEF MY i 1.12 1.14 tblVehicleEF MY i 2.89 2.90 tblVehicleEF MY i 0.61 1.94 tblVehicleEF MY i 2.01 1.77 tblVehicleEF MY i 0.48 0.35 tblVehicleEF MY i 0.15 0.24 tblVehicleEF MY i 18.72 19.01 tblVehicleEF MY i 9.67 8.55 tblVehicleEF MY i 177.57 214.70 tblVehicleEF MY i 45.30 60.42 tblVehicleEF MY i 1.09 1.09 tblVehicleEF MY i 0.01 0.01 tblVehicleEF MY i 4.00OOe-003 4.00OOe-003 tblVehicleEF MY i 2.1370e-003 2.1162e-003 tblVehicleEF MY i 3.9240e-003 3.2682e-003 tblVehicleEF MY i 5.0400e-003 5.0400e-003 tblVehicleEF MY i 1.00OOe-003 1.00OOe-003 tblVehicleEF MY i 1.9990e-003 1.9796e-003 tblVehicleEF MY i 3.7000e-003 3.0806e-003 tblVehicleEF MY i 1.26 1.28 tblVehicleEF MY i 0.89 0.92 tblVehicleEF MY i 0.75 0.76 tblVehicleEF MY i 2.39 2.41 tblVehicleEF MY i 0.75 2.38 tblVehicleEF MY 2.09 1.86 12-385 CalEEMod Version: CalEEMod.2016.3.2 Page 28 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MY 2.1530e-003 2.1246e-003 ----------------------------- tblVehicleEF Y---------------------------- MY �-----------------------------T-------------------------- i 6.7300e-004 5.9790e-004 tblVehicleEF MY i 1.26 1.28 tblVehicleEF MY i 0.89 0.92 tblVehicleEF MY i 0.75 0.76 tblVehicleEF MY i 2.97 2.98 tblVehicleEF MY i 0.75 2.38 tblVehicleEF MY i 2.28 2.02 tblVehicleEF MDV i 0.01 5.6007e-003 tblVehicleEF MDV i 0.01 0.08 tblVehicleEF MDV i 1.26 1.12 tblVehicleEF MDV i 2.62 3.12 tblVehicleEF MDV i 500.02 420.73 tblVehicleEF MDV i 108.15 86.72 tblVehicleEF MDV i 0.14 0.10 tblVehicleEF MDV i 0.04 0.04 tblVehicleEF MDV i 8.00OOe-003 7.9666e-003 tblVehicleEF MDV i 1.9190e-003 1.7850e-003 tblVehicleEF MDV i 2.3090e-003 1.9836e-003 tblVehicleEF MDV i 0.02 0.02 tblVehicleEF MDV i 2.00OOe-003 1.9917e-003 tblVehicleEF MDV i 1.7700e-003 1.6466e-003 tblVehicleEF MDV i 2.1250e-003 1.8249e-003 tblVehicleEF MDV i 0.07 0.08 tblVehicleEF MDV i 0.16 0.14 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV 0.03 0.02 12-386 CalEEMod Version: CalEEMod.2016.3.2 Page 29 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MDV 0.10 0.42 ----------------------------- tblVehicleEF Y---------------------------- MDV �-----------------------------T-------------------------- i 0.20 0.41 tblVehicleEF MDV i 5.0080e-003 4.1596e-003 tblVehicleEF MDV i 1.1270e-003 8.5816e-004 tblVehicleEF MDV i 0.07 0.08 tblVehicleEF MDV i 0.16 0.14 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV i 0.04 0.03 tblVehicleEF MDV i 0.10 0.42 tblVehicleEF MDV i 0.22 0.45 tblVehicleEF MDV i 0.01 5.9079e-003 tblVehicleEF MDV i 0.01 0.08 tblVehicleEF MDV i 1.36 1.20 tblVehicleEF MDV i 2.27 2.69 tblVehicleEF MDV i 519.96 432.28 tblVehicleEF MDV i 108.15 85.89 tblVehicleEF MDV i 0.12 0.09 tblVehicleEF MDV i 0.04 0.04 tblVehicleEF MDV i 8.00OOe-003 7.9666e-003 tblVehicleEF MDV i 1.9190e-003 1.7850e-003 tblVehicleEF MDV i 2.3090e-003 1.9836e-003 tblVehicleEF MDV i 0.02 0.02 tblVehicleEF MDV i 2.00OOe-003 1.9917e-003 tblVehicleEF MDV i 1.7700e-003 1.6466e-003 tblVehicleEF MDV i 2.1250e-003 1.8249e-003 tblVehicleEF MDV i 0.10 0.12 tblVehicleEF MDV 0.16 0.14 12-387 CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MDV 0.10 0.12 ----------------------------- tblVehicleEF Y---------------------------- MDV �-----------------------------T-------------------------- i 0.03 0.03 tblVehicleEF MDV i 0.09 0.39 tblVehicleEF MDV i 0.18 0.37 tblVehicleEF MDV i 5.2090e-003 4.2738e-003 tblVehicleEF MDV i 1.1210e-003 8.4999e-004 tblVehicleEF MDV i 0.10 0.12 tblVehicleEF MDV i 0.16 0.14 tblVehicleEF MDV i 0.10 0.12 tblVehicleEF MDV i 0.05 0.04 tblVehicleEF MDV i 0.09 0.39 tblVehicleEF MDV i 0.20 0.40 tblVehicleEF MDV i 0.01 5.5001 e-003 tblVehicleEF MDV i 0.02 0.09 tblVehicleEF MDV i 1.23 1.08 tblVehicleEF MDV i 2.69 3.21 tblVehicleEF MDV i 492.66 416.47 tblVehicleEF MDV i 108.15 86.90 tblVehicleEF MDV i 0.13 0.10 tblVehicleEF MDV i 0.04 0.04 tblVehicleEF MDV i 8.00OOe-003 7.9666e-003 tblVehicleEF MDV i 1.9190e-003 1.7850e-003 tblVehicleEF MDV i 2.3090e-003 1.9836e-003 tblVehicleEF MDV i 0.02 0.02 tblVehicleEF MDV i 2.00OOe-003 1.9917e-003 tblVehicleEF MDV i 1.7700e-003 1.6466e-003 tblVehicleEF MDV 2.1250e-003 1.8249e-003 12-388 CalEEMod Version: CalEEMod.2016.3.2 Page 31 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MDV 0.06 0.08 ----------------------------- tblVehicleEF Y---------------------------- MDV �-----------------------------T-------------------------- i 0.17 0.15 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV i 0.03 0.02 tblVehicleEF MDV i 0.11 0.49 tblVehicleEF MDV i 0.20 0.42 tblVehicleEF MDV i 4.9340e-003 4.1175e-003 tblVehicleEF MDV i 1.1290e-003 8.5994e-004 tblVehicleEF MDV i 0.06 0.08 tblVehicleEF MDV i 0.17 0.15 tblVehicleEF MDV i 0.07 0.09 tblVehicleEF MDV i 0.04 0.03 tblVehicleEF MDV i 0.11 0.49 tblVehicleEF MDV i 0.22 0.46 tblVehicleEF MH i 0.03 3.3605e-003 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 2.15 0.31 tblVehicleEF MH i 5.50 0.00 tblVehicleEF MH } 1,108.90 981.53 tblVehicleEF MH i 57.43 0.00 tblVehicleEF MH i 1.43 3.91 tblVehicleEF MH i 0.13 0.13 tblVehicleEF MH i 0.01 0.02 tblVehicleEF MH i 0.03 0.10 tblVehicleEF MH i 1.0490e-003 0.00 tblVehicleEF MH i 0.06 0.06 tblVehicleEF MH 3.2420e-003 4.00OOe-003 12-389 CalEEMod Version: CalEEMod.2016.3.2 Page 32 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual tblVehicleEF MH 0.03 0.09 ----------------------------- tblVehicleEF Y---------------------------- MH �-----------------------------T-------------------------- i 9.6500e-004 0.00 tblVehicleEF MH i 0.95 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.41 0.00 tblVehicleEF MH i 0.09 0.07 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.32 0.00 tblVehicleEF MH i 0.01 9.2790e-003 tblVehicleEF MH i 6.7000e-004 0.00 tblVehicleEF MH i 0.95 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.41 0.00 tblVehicleEF MH i 0.12 0.08 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.35 0.00 tblVehicleEF MH i 0.03 3.3605e-003 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 2.21 0.31 tblVehicleEF MH i 5.21 0.00 tblVehicleEF MH } 1,108.90 981.53 tblVehicleEF MH i 57.43 0.00 tblVehicleEF MH i 1.33 3.70 tblVehicleEF MH i 0.13 0.13 tblVehicleEF MH i 0.01 0.02 tblVehicleEF MH i 0.03 0.10 :------------------------------ ---------------------------- tblVehicleEF ------------------------ MH 1.0490e-003 0.00 12-390 CalEEMod Version: CalEEMod.2016.3.2 Page 33 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual tblVehicleEF MH 0.06 0.06 ----------------------------- tblVehicleEF Y---------------------------- MH �-----------------------------T-------------------------- i 3.2420e-003 4.00OOe-003 tblVehicleEF MH i 0.03 0.09 tblVehicleEF MH i 9.6500e-004 0.00 tblVehicleEF MH i 1.28 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.56 0.00 tblVehicleEF MH i 0.09 0.07 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.31 0.00 tblVehicleEF MH i 0.01 9.2790e-003 tblVehicleEF MH i 6.6500e-004 0.00 tblVehicleEF MH i 1.28 0.00 tblVehicleEF MH i 0.07 0.00 tblVehicleEF MH i 0.56 0.00 tblVehicleEF MH i 0.12 0.08 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.34 0.00 tblVehicleEF MH i 0.03 3.3605e-003 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 2.13 0.31 tblVehicleEF MH i 5.54 0.00 tblVehicleEF MH } 1,108.90 981.53 tblVehicleEF MH i 57.43 0.00 tblVehicleEF MH i 1.40 3.84 tblVehicleEF MH i 0.13 0.13 :------------------------------ ---------------------------- tblVehicleEF ------------------------ MH 0.01 0.02 12-391 CalEEMod Version: CalEEMod.2016.3.2 Page 34 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MH 0.03 0.10 ----------------------------- tblVehicleEF Y---------------------------- MH �-----------------------------T-------------------------- i 1.0490e-003 0.00 tblVehicleEF MH i 0.06 0.06 tblVehicleEF MH i 3.2420e-003 4.00OOe-003 tblVehicleEF MH i 0.03 0.09 tblVehicleEF MH i 9.6500e-004 0.00 tblVehicleEF MH i 1.05 0.00 tblVehicleEF MH i 0.08 0.00 tblVehicleEF MH i 0.43 0.00 tblVehicleEF MH i 0.09 0.07 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.32 0.00 tblVehicleEF MH i 0.01 9.2790e-003 tblVehicleEF MH i 6.7100e-004 0.00 tblVehicleEF MH i 1.05 0.00 tblVehicleEF MH i 0.08 0.00 tblVehicleEF MH i 0.43 0.00 tblVehicleEF MH i 0.12 0.08 tblVehicleEF MH i 0.02 0.00 tblVehicleEF MH i 0.35 0.00 tblVehicleEF MHD i 0.02 4.9135e-003 tblVehicleEF MHD i 4.2090e-003 5.6113e-003 tblVehicleEF MHD i 0.05 0.01 tblVehicleEF MHD i 0.36 0.39 tblVehicleEF MHD i 0.33 0.51 tblVehicleEF MHD i 6.12 1.31 tblVehicleEF MHD 141.40 56.75 12-392 CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MHD 1,144.82 1,086.34 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 60.68 12.86 tblVehicleEF MHD i 0.54 0.43 tblVehicleEF MHD i 1.18 1.96 tblVehicleEF MHD i 2.3000e-004 1.4505e-003 tblVehicleEF MHD i 0.13 0.13 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 5.5730e-003 0.05 tblVehicleEF MHD i 7.9300e-004 1.1907e-004 tblVehicleEF MHD i 2.2000e-004 1.3878e-003 tblVehicleEF MHD i 0.06 0.06 tblVehicleEF MHD i 3.00OOe-003 3.00OOe-003 tblVehicleEF MHD i 5.3290e-003 0.05 tblVehicleEF MHD i 7.2900e-004 1.0948e-004 tblVehicleEF MHD i 1.1360e-003 4.8731e-004 tblVehicleEF MHD i 0.04 0.02 tblVehicleEF MHD i 0.03 0.02 tblVehicleEF MHD i 7.3800e-004 3.2888e-004 tblVehicleEF MHD i 0.04 0.09 tblVehicleEF MHD i 0.02 0.10 tblVehicleEF MHD i 0.38 0.06 tblVehicleEF MHD i 1.3610e-003 5.4033e-004 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 7.1400e-004 1.2722e-004 tblVehicleEF MHD i 1.1360e-003 4.8731e-004 tblVehicleEF MHD i 0.04 0.02 tblVehicleEF MHD 0.04 0.03 12-393 CalEEMod Version: CalEEMod.2016.3.2 Page 36 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MHD 7.3800e-004 3.2888e-004 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 0.05 0.11 tblVehicleEF MHD i 0.02 0.10 tblVehicleEF MHD i 0.41 0.07 tblVehicleEF MHD i 0.02 4.6515e-003 tblVehicleEF MHD i 4.2610e-003 5.6474e-003 tblVehicleEF MHD i 0.05 0.01 tblVehicleEF MHD i 0.26 0.31 tblVehicleEF MHD i 0.34 0.51 tblVehicleEF MHD i 5.83 1.25 tblVehicleEF MHD i 149.77 57.73 tblVehicleEF MHD } 1,144.82 1,086.35 tblVehicleEF MHD i 60.68 12.75 tblVehicleEF MHD i 0.56 0.43 tblVehicleEF MHD i 1.12 1.85 tblVehicleEF MHD i 1.9400e-004 1.2248e-003 tblVehicleEF MHD i 0.13 0.13 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 5.5730e-003 0.05 tblVehicleEF MHD i 7.9300e-004 1.1907e-004 tblVehicleEF MHD i 1.8500e-004 1.1718e-003 tblVehicleEF MHD i 0.06 0.06 tblVehicleEF MHD i 3.00OOe-003 3.00OOe-003 tblVehicleEF MHD i 5.3290e-003 0.05 tblVehicleEF MHD i 7.2900e-004 1.0948e-004 tblVehicleEF MHD i 1.6040e-003 6.8946e-004 tblVehicleEF MHD 0.05 0.02 12-394 CalEEMod Version: CalEEMod.2016.3.2 Page 37 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MHD 0.02 0.02 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 1.0240e-003 4.5603e-004 tblVehicleEF MHD i 0.04 0.09 tblVehicleEF MHD i 0.02 0.09 tblVehicleEF MHD i 0.36 0.06 tblVehicleEF MHD i 1.4400e-003 5.4975e-004 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 7.0900e-004 1.2618e-004 tblVehicleEF MHD i 1.6040e-003 6.8946e-004 tblVehicleEF MHD i 0.05 0.02 tblVehicleEF MHD i 0.03 0.03 tblVehicleEF MHD i 1.0240e-003 4.5603e-004 tblVehicleEF MHD i 0.05 0.11 tblVehicleEF MHD i 0.02 0.09 tblVehicleEF MHD i 0.40 0.06 tblVehicleEF MHD i 0.02 5.2905e-003 tblVehicleEF MHD i 4.1930e-003 5.5992e-003 tblVehicleEF MHD i 0.05 0.01 tblVehicleEF MHD i 0.50 0.50 tblVehicleEF MHD i 0.33 0.51 tblVehicleEF MHD i 6.17 1.32 tblVehicleEF MHD i 129.83 55.39 tblVehicleEF MHD } 1,144.82 1,086.34 tblVehicleEF MHD i 60.68 12.88 tblVehicleEF MHD i 0.52 0.42 tblVehicleEF MHD i 1.16 1.92 tblVehicleEF MHD 2.8000e-004 1.7623e-003 12-395 CalEEMod Version: CalEEMod.2016.3.2 Page 38 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF MHD 0.13 0.13 ----------------------------- tblVehicleEF Y---------------------------- MHD �-----------------------------T-------------------------- i 0.01 0.01 tblVehicleEF MHD i 5.5730e-003 0.05 tblVehicleEF MHD i 7.9300e-004 1.1907e-004 tblVehicleEF MHD i 2.6800e-004 1.6861e-003 tblVehicleEF MHD i 0.06 0.06 tblVehicleEF MHD i 3.00OOe-003 3.00OOe-003 tblVehicleEF MHD i 5.3290e-003 0.05 tblVehicleEF MHD i 7.2900e-004 1.0948e-004 tblVehicleEF MHD i 1.1820e-003 4.9850e-004 tblVehicleEF MHD i 0.05 0.02 tblVehicleEF MHD i 0.03 0.03 tblVehicleEF MHD i 7.5300e-004 3.3118e-004 tblVehicleEF MHD i 0.04 0.09 tblVehicleEF MHD i 0.02 0.11 tblVehicleEF MHD i 0.38 0.06 tblVehicleEF MHD i 1.2520e-003 5.2723e-004 tblVehicleEF MHD i 0.01 0.01 tblVehicleEF MHD i 7.1500e-004 1.2742e-004 tblVehicleEF MHD i 1.1820e-003 4.9850e-004 tblVehicleEF MHD i 0.05 0.02 tblVehicleEF MHD i 0.04 0.03 tblVehicleEF MHD i 7.5300e-004 3.3118e-004 tblVehicleEF MHD i 0.05 0.11 tblVehicleEF MHD i 0.02 0.11 tblVehicleEF MHD i 0.42 0.07 tblVehicleEF OBUS 0.01 9.0600e-003 12-396 CalEEMod Version: CalEEMod.2016.3.2 Page 39 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF OBUS 8.4360e-003 9.3584e-003 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 0.03 0.02 tblVehicleEF OBUS i 0.28 0.55 tblVehicleEF OBUS i 0.58 1.01 tblVehicleEF OBUS i 5.60 2.44 tblVehicleEF OBUS i 84.68 84.33 tblVehicleEF OBUS } 1,226.51 1,422.10 tblVehicleEF OBUS i 69.78 20.28 tblVehicleEF OBUS i 0.42 0.52 tblVehicleEF OBUS i 1.44 1.85 tblVehicleEF OBUS i 1.4500e-004 2.0433e-003 tblVehicleEF OBUS i 0.13 0.13 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.3790e-003 0.04 tblVehicleEF OBUS i 8.3400e-004 1.9512e-004 tblVehicleEF OBUS i 1.3900e-004 1.9549e-003 tblVehicleEF OBUS i 0.06 0.06 tblVehicleEF OBUS i 3.00OOe-003 3.00OOe-003 tblVehicleEF OBUS i 7.0420e-003 0.03 tblVehicleEF OBUS i 7.6700e-004 1.7940e-004 tblVehicleEF OBUS i 1.4250e-003 1.8494e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.04 0.06 tblVehicleEF OBUS i 7.6500e-004 9.7789e-004 tblVehicleEF OBUS i 0.06 0.10 tblVehicleEF OBUS i 0.04 0.23 tblVehicleEF OBUS 0.35 0.12 12-397 CalEEMod Version: CalEEMod.2016.3.2 Page 40 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF OBUS 8.2000e-004 8.0328e-004 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 0.01 0.01 tblVehicleEF OBUS i 7.9600e-004 2.0066e-004 tblVehicleEF OBUS i 1.4250e-003 1.8494e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.05 0.08 tblVehicleEF OBUS i 7.6500e-004 9.7789e-004 tblVehicleEF OBUS i 0.07 0.12 tblVehicleEF OBUS i 0.04 0.23 tblVehicleEF OBUS i 0.39 0.13 tblVehicleEF OBUS i 0.01 9.0787e-003 tblVehicleEF OBUS i 8.5800e-003 9.4940e-003 tblVehicleEF OBUS i 0.03 0.02 tblVehicleEF OBUS i 0.26 0.53 tblVehicleEF OBUS i 0.58 1.02 tblVehicleEF OBUS i 5.31 2.31 tblVehicleEF OBUS i 88.70 84.93 tblVehicleEF OBUS } 1,226.51 1,422.12 tblVehicleEF OBUS i 69.78 20.06 tblVehicleEF OBUS i 0.43 0.52 tblVehicleEF OBUS i 1.35 1.74 tblVehicleEF OBUS i 1.2200e-004 1.7267e-003 tblVehicleEF OBUS i 0.13 0.13 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.3790e-003 0.04 tblVehicleEF OBUS i 8.3400e-004 1.9512e-004 tblVehicleEF OBUS 1.1700e-004 1.6520e-003 12-398 CalEEMod Version: CalEEMod.2016.3.2 Page 41 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF OBUS 0.06 0.06 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 3.00OOe-003 3.00OOe-003 tblVehicleEF OBUS i 7.0420e-003 0.03 tblVehicleEF OBUS i 7.6700e-004 1.7940e-004 tblVehicleEF OBUS i 1.9610e-003 2.5309e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.04 0.06 tblVehicleEF OBUS i 1.0530e-003 1.3344e-003 tblVehicleEF OBUS i 0.06 0.10 tblVehicleEF OBUS i 0.04 0.22 tblVehicleEF OBUS i 0.34 0.11 tblVehicleEF OBUS i 8.5900e-004 8.0897e-004 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.9100e-004 1.9856e-004 tblVehicleEF OBUS i 1.9610e-003 2.5309e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.05 0.08 tblVehicleEF OBUS i 1.0530e-003 1.3344e-003 tblVehicleEF OBUS i 0.07 0.12 tblVehicleEF OBUS i 0.04 0.22 tblVehicleEF OBUS i 0.37 0.13 tblVehicleEF OBUS i 0.01 9.0542e-003 tblVehicleEF OBUS i 8.3930e-003 9.3186e-003 tblVehicleEF OBUS i 0.03 0.02 tblVehicleEF OBUS i 0.29 0.59 tblVehicleEF OBUS i 0.57 1.00 tblVehicleEF OBUS 5.64 2.46 12-399 CalEEMod Version: CalEEMod.2016.3.2 Page 42 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF OBUS 79.14 83.50 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- } 1,226.51 1,422.09 tblVehicleEF OBUS i 69.78 20.31 tblVehicleEF OBUS i 0.40 0.52 tblVehicleEF OBUS i 1.41 1.81 tblVehicleEF OBUS i 1.7600e-004 2.4806e-003 tblVehicleEF OBUS i 0.13 0.13 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.3790e-003 0.04 tblVehicleEF OBUS i 8.3400e-004 1.9512e-004 tblVehicleEF OBUS i 1.6900e-004 2.3733e-003 tblVehicleEF OBUS i 0.06 0.06 tblVehicleEF OBUS i 3.00OOe-003 3.00OOe-003 tblVehicleEF OBUS i 7.0420e-003 0.03 tblVehicleEF OBUS i 7.6700e-004 1.7940e-004 tblVehicleEF OBUS i 1.4580e-003 1.9065e-003 tblVehicleEF OBUS i 0.02 0.02 tblVehicleEF OBUS i 0.04 0.06 tblVehicleEF OBUS i 7.6200e-004 9.8177e-004 tblVehicleEF OBUS i 0.06 0.10 tblVehicleEF OBUS i 0.04 0.24 tblVehicleEF OBUS i 0.36 0.12 tblVehicleEF OBUS i 7.6700e-004 7.9541e-004 tblVehicleEF OBUS i 0.01 0.01 tblVehicleEF OBUS i 7.9700e-004 2.0100e-004 tblVehicleEF OBUS i 1.4580e-003 1.9065e-003 tblVehicleEF OBUS 0.02 0.02 12-400 CalEEMod Version: CalEEMod.2016.3.2 Page 43 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF OBUS 0.05 0.08 ----------------------------- tblVehicleEF Y---------------------------- OBUS �-----------------------------T-------------------------- i 7.6200e-004 9.8177e-004 tblVehicleEF OBUS i 0.07 0.12 tblVehicleEF OBUS i 0.04 0.24 tblVehicleEF OBUS i 0.39 0.13 tblVehicleEF SBUS i 0.87 0.07 tblVehicleEF SBUS i 0.02 0.01 tblVehicleEF SBUS i 0.09 7.1319e-003 tblVehicleEF SBUS i 8.16 2.80 tblVehicleEF SBUS i 1.19 1.03 tblVehicleEF SBUS i 9.61 1.02 tblVehicleEF SBUS } 1,131.05 356.18 tblVehicleEF SBUS } 1,090.69 1,128.82 tblVehicleEF SBUS i 54.18 5.79 tblVehicleEF SBUS i 9.79 3.82 tblVehicleEF SBUS i 4.65 6.33 tblVehicleEF SBUS i 0.01 6.3356e-003 tblVehicleEF SBUS i 0.74 0.74 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 0.03 0.04 tblVehicleEF SBUS i 9.3500e-004 6.5117e-005 tblVehicleEF SBUS i 0.01 6.0616e-003 tblVehicleEF SBUS i 0.32 0.32 tblVehicleEF SBUS i 2.6810e-003 2.6583e-003 tblVehicleEF SBUS i 0.02 0.04 tblVehicleEF SBUS i 8.6000e-004 5.9873e-005 tblVehicleEF SBUS 3.6480e-003 1.1352e-003 12-401 CalEEMod Version: CalEEMod.2016.3.2 Page 44 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual tblVehicleEF SBUS 0.04 0.01 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.98 0.34 tblVehicleEF SBUS i 1.9360e-003 5.7499e-004 tblVehicleEF SBUS i 0.13 0.14 tblVehicleEF SBUS i 0.02 0.07 tblVehicleEF SBUS i 0.51 0.04 tblVehicleEF SBUS i 0.01 3.3995e-003 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 7.0800e-004 5.7337e-005 tblVehicleEF SBUS i 3.6480e-003 1.1352e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 1.42 0.48 tblVehicleEF SBUS i 1.9360e-003 5.7499e-004 tblVehicleEF SBUS i 0.16 0.17 tblVehicleEF SBUS i 0.02 0.07 tblVehicleEF SBUS i 0.56 0.05 tblVehicleEF SBUS i 0.87 0.07 tblVehicleEF SBUS i 0.02 0.01 tblVehicleEF SBUS i 0.08 6.4082e-003 tblVehicleEF SBUS i 8.04 2.75 tblVehicleEF SBUS i 1.21 1.05 tblVehicleEF SBUS i 7.94 0.84 tblVehicleEF SBUS } 1,182.37 367.48 tblVehicleEF SBUS } 1,090.69 1,128.85 tblVehicleEF SBUS i 54.18 5.50 tblVehicleEF SBUS i 10.10 3.93 tblVehicleEF SBUS 4.39 5.98 12-402 CalEEMod Version: CalEEMod.2016.3.2 Page 45 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF SBUS 8.9100e-003 5.3460e-003 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.74 0.74 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 0.03 0.04 tblVehicleEF SBUS i 9.3500e-004 6.5117e-005 tblVehicleEF SBUS i 8.5240e-003 5.1148e-003 tblVehicleEF SBUS i 0.32 0.32 tblVehicleEF SBUS i 2.6810e-003 2.6583e-003 tblVehicleEF SBUS i 0.02 0.04 tblVehicleEF SBUS i 8.6000e-004 5.9873e-005 tblVehicleEF SBUS i 4.9860e-003 1.5477e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 0.98 0.34 tblVehicleEF SBUS i 2.6570e-003 7.8537e-004 tblVehicleEF SBUS i 0.13 0.14 tblVehicleEF SBUS i 0.01 0.06 tblVehicleEF SBUS i 0.46 0.04 tblVehicleEF SBUS i 0.01 3.5062e-003 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 6.8100e-004 5.4417e-005 tblVehicleEF SBUS i 4.9860e-003 1.5477e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 1.42 0.48 tblVehicleEF SBUS i 2.6570e-003 7.8537e-004 tblVehicleEF SBUS i 0.16 0.17 tblVehicleEF SBUS i 0.01 0.06 tblVehicleEF SBUS 0.50 0.04 12-403 CalEEMod Version: CalEEMod.2016.3.2 Page 46 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF SBUS 0.87 0.07 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.02 0.01 tblVehicleEF SBUS i 0.09 7.2358e-003 tblVehicleEF SBUS i 8.33 2.86 tblVehicleEF SBUS i 1.18 1.03 tblVehicleEF SBUS i 9.77 1.03 tblVehicleEF SBUS } 1,060.18 340.58 tblVehicleEF SBUS } 1,090.69 1,128.81 tblVehicleEF SBUS i 54.18 5.82 tblVehicleEF SBUS i 9.36 3.67 tblVehicleEF SBUS i 4.57 6.22 tblVehicleEF SBUS i 0.01 7.7023e-003 tblVehicleEF SBUS i 0.74 0.74 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 0.03 0.04 tblVehicleEF SBUS i 9.3500e-004 6.5117e-005 tblVehicleEF SBUS i 0.01 7.3691 e-003 tblVehicleEF SBUS i 0.32 0.32 tblVehicleEF SBUS i 2.6810e-003 2.6583e-003 tblVehicleEF SBUS i 0.02 0.04 tblVehicleEF SBUS i 8.6000e-004 5.9873e-005 tblVehicleEF SBUS i 3.6990e-003 1.1729e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 0.99 0.34 tblVehicleEF SBUS i 1.8970e-003 5.6828e-004 tblVehicleEF SBUS i 0.13 0.14 tblVehicleEF SBUS 0.02 0.09 12-404 CalEEMod Version: CalEEMod.2016.3.2 Page 47 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF SBUS 0.51 0.04 ----------------------------- tblVehicleEF Y---------------------------- SBUS �-----------------------------T-------------------------- i 0.01 3.2521e-003 tblVehicleEF SBUS i 0.01 0.01 tblVehicleEF SBUS i 7.1100e-004 5.7616e-005 tblVehicleEF SBUS i 3.6990e-003 1.1729e-003 tblVehicleEF SBUS i 0.04 0.01 tblVehicleEF SBUS i 1.42 0.48 tblVehicleEF SBUS i 1.8970e-003 5.6828e-004 tblVehicleEF SBUS i 0.16 0.17 tblVehicleEF SBUS i 0.02 0.09 tblVehicleEF SBUS i 0.56 0.05 tblVehicleEF UBUS i 1.93 5.46 tblVehicleEF UBUS i 0.07 0.03 tblVehicleEF UBUS i 8.96 37.60 tblVehicleEF UBUS i 13.19 1.81 tblVehicleEF UBUS } 1,828.32 2,050.53 tblVehicleEF UBUS i 133.38 22.76 tblVehicleEF UBUS i 4.82 1.11 tblVehicleEF UBUS i 0.53 0.08 tblVehicleEF UBUS i 0.01 0.03 tblVehicleEF UBUS i 0.04 3.2566e-003 tblVehicleEF UBUS i 1.1810e-003 3.9679e-005 tblVehicleEF UBUS i 0.23 0.03 tblVehicleEF UBUS i 3.00OOe-003 7.3601e-003 tblVehicleEF UBUS i 0.04 3.1124e-003 tblVehicleEF UBUS i 1.0860e-003 3.6483e-005 tblVehicleEF UBUS 6.1570e-003 2.6629e-003 12-405 CalEEMod Version: CalEEMod.2016.3.2 Page 48 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF UBUS 0.10 0.03 ----------------------------- tblVehicleEF Y---------------------------- UBUS �-----------------------------T-------------------------- i 3.6270e-003 1.8538e-003 tblVehicleEF UBUS i 0.53 0.14 tblVehicleEF UBUS i 0.03 0.21 tblVehicleEF UBUS i 0.96 0.15 tblVehicleEF UBUS i 8.6430e-003 4.3416e-003 tblVehicleEF UBUS i 1.5700e-003 2.2519e-004 tblVehicleEF UBUS i 6.1570e-003 2.6629e-003 tblVehicleEF UBUS i 0.10 0.03 tblVehicleEF UBUS i 3.6270e-003 1.8538e-003 tblVehicleEF UBUS i 2.52 5.65 tblVehicleEF UBUS i 0.03 0.21 tblVehicleEF UBUS i 1.05 0.16 tblVehicleEF UBUS i 1.94 5.46 tblVehicleEF UBUS i 0.07 0.03 tblVehicleEF UBUS i 9.02 37.60 tblVehicleEF UBUS i 11.63 1.61 tblVehicleEF UBUS } 1,828.32 2,050.53 tblVehicleEF UBUS i 133.38 22.40 tblVehicleEF UBUS i 4.53 1.10 tblVehicleEF UBUS i 0.53 0.08 tblVehicleEF UBUS i 0.01 0.03 tblVehicleEF UBUS i 0.04 3.2566e-003 tblVehicleEF UBUS i 1.1810e-003 3.9679e-005 tblVehicleEF UBUS i 0.23 0.03 tblVehicleEF UBUS i 3.00OOe-003 7.3601e-003 tblVehicleEF UBUS 0.04 3.1124e-003 12-406 CalEEMod Version: CalEEMod.2016.3.2 Page 49 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM tblVehicleEF UBUS 1.0860e-003 3.6483e-005 ----------------------------- tblVehicleEF Y---------------------------- UBUS �-----------------------------T-------------------------- i 8.2530e-003 3.6376e-003 tblVehicleEF UBUS i 0.10 0.03 tblVehicleEF UBUS i 4.8310e-003 2.4726e-003 tblVehicleEF UBUS i 0.53 0.14 tblVehicleEF UBUS i 0.03 0.19 tblVehicleEF UBUS i 0.89 0.14 tblVehicleEF UBUS i 8.6450e-003 4.3416e-003 tblVehicleEF UBUS i 1.5430e-003 2.2162e-004 tblVehicleEF UBUS i 8.2530e-003 3.6376e-003 tblVehicleEF UBUS i 0.10 0.03 tblVehicleEF UBUS i 4.8310e-003 2.4726e-003 tblVehicleEF UBUS i 2.53 5.65 tblVehicleEF UBUS i 0.03 0.19 tblVehicleEF UBUS i 0.98 0.15 tblVehicleEF UBUS i 1.93 5.46 tblVehicleEF UBUS i 0.07 0.03 tblVehicleEF UBUS i 8.95 37.60 tblVehicleEF UBUS i 13.46 1.85 tblVehicleEF UBUS } 1,828.32 2,050.53 tblVehicleEF UBUS i 133.38 22.82 tblVehicleEF UBUS i 4.73 1.11 tblVehicleEF UBUS i 0.53 0.08 tblVehicleEF UBUS i 0.01 0.03 tblVehicleEF UBUS i 0.04 3.2566e-003 tblVehicleEF UBUS i 1.1810e-003 3.9679e-005 tblVehicleEF UBUS 0.23 0.03 12-407 CalEEMod Version: CalEEMod.2016.3.2 Page 50 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual tblVehicleEF UBUS 3.00OOe-003 7.3601 e-003 ----------------------------- tblVehicleEF Y---------------------------- UBUS �-----------------------------T-------------------------- i 0.04 3.1124e-003 tblVehicleEF UBUS i 1.0860e-003 3.6483e-005 tblVehicleEF UBUS i 6.9610e-003 2.5391e-003 tblVehicleEF UBUS i 0.12 0.03 tblVehicleEF UBUS i 3.8300e-003 1.7546e-003 tblVehicleEF UBUS i 0.52 0.14 tblVehicleEF UBUS i 0.04 0.26 tblVehicleEF UBUS i 0.98 0.15 tblVehicleEF UBUS i 8.6430e-003 4.3416e-003 tblVehicleEF UBUS i 1.5750e-003 2.2584e-004 tblVehicleEF UBUS i 6.9610e-003 2.5391e-003 tblVehicleEF UBUS i 0.12 0.03 tblVehicleEF UBUS i 3.8300e-003 1.7546e-003 tblVehicleEF UBUS i 2.52 5.65 tblVehicleEF UBUS i 0.04 0.26 tblVehicleEF UBUS 1.07 0.16 2.0 Emissions Summary 12-408 CalEEMod Version: CalEEMod.2016.3.2 Page 51 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 2.1 Overall Construction Unmitigated Construction ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 I PM10 Total PM2.5 PM2.5 I I Year tons/yr MT/yr I 1 I 1 1 I 1 I 1 I 1 2020 •1 0.0434 0.4212 0.3697 7.1000e- 0.0206 0.0228 0.0434 5.1300e- 0.0211 ; 0.0262 0.0000 1 63.5212 63.5212 0.0145 0.0000 63.8829 1 1 1 1 1 1 1 1 1 1 1 004 1 1 I I 003 1 I I 1 • I 1 I 1 1 I 1 I 1 I 1 2021 •1 0.2317 1 0.6894 1 0.6639 1 1.2700e- 1 0.0283 1 0.0361 1 0.0643 1 7.5700e- 1 0.0332 0.0408 0.0000 1 112.9359 1 112.9359 1 0.0272 1 0.0000 i 113.6153 003 1 I I 1 003 '1 I I I I I I I I • 1 I I 1 I Maximum 0.2317 0.6894 0.6639 1.2700e- 0.0283 0.0361 0.0643 7.5700e- 0.0332 0.0408 0.0000 112.9359 112.9359 0.0272 0.0000 113.6153 003 003 Mitigated Construction ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 I PM10 Total PM2.5 PM2.5 I Year tons/yr MT/yr I I I 1 I I 1 I I I 1 2020 •1 0.0434 I 0.4212 I 0.3697 17.1000e- 1 0.0170 I 0.0228 1 0.0398 14.4000e- 1 0.0211 0.0255 � 0.0000 1 63.5211 I 63.5211 I 0.0145 1 0.0000 63.8829 004 1 1 I 1 003 ;� I 1 I 1 1 I 1 I • 1 I 1 I I I 1 I I 1 I I I 1 2021 0.2317 I 0.6894 I 0.6639 I 1.2700e- 1 0.0283 I 0.0361 I 0.0643 17.5700e- I 0.0332 ; 0.0408 � 0.0000 i 112.9359 1112.9359 1 0.0272 1 0.0000 113.6152 I 1 I 003 1 1 I 1 003 •1 1 I 1 I 1 1 I 1 I 1 I 1 I Maximum 0.2317 0.6894 0.6639 1.2700e- 0.0283 0.0361 0.0643 7.5700e- 0.0332 0.0408 0.0000 112.9359 112.9359 0.0272 0.0000 113.6152 11 003 003 ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total Percent 0.00 0.00 0.00 0.00 7.40 0.00 3.36 5.75 0.00 1.09 0.00 0.00 0.00 0.00 0.00 0.00 Reduction 12-409 CalEEMod Version: CalEEMod.2016.3.2 Page 52 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 9-1-2020 11-30-2020 0.3421 0.3421 2 12-1-2020 2-28-2021 0.3177 0.3177 3 3-1-2021 5-31-2021 0.3126 0.3126 4 6-1-2021 8-31-2021 0.4069 0.4069 Highest 0.4069 0.4069 2.2 Overall Operational Unmitigated Operational ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 I PM10 Total PM2.5 PM2.5 I I Category tons/yr MT/yr Area •i 0.3062 i 0.0133 i 0.5844 i 5.9000e- 0.0354 i 0.0354 0.0354 0.0354 3.7177 i 7.7340 11.4516 i 0.0117 � 2.5000e- 11.8183 Energy •i 3.5800e- i 0.0307 i 0.0140 i 2.000Oe- 2.4700e- i 2.4700e- i i 2.4700e- 2.4700e- 0.0000 1 135.0727 135.0727 i 4.7900e- 1.5000e- 135.6397 003 i i 004 003 i 003 i 003 003 i 003 003 -� Mobile •1 0.2346 i 0.5177 i 2.0339 i 5.6200e- 0.5378 6.9500e- i 0.5447 i 0.1437 i 6.5400e- 0.1503 0.0000 i 524.4516 i 524.4516 i 0.0351 0.0000 525.3293 •� 003 003 003 Waste •1 i i i i 0.0000 i 0.0000 i i 0.0000 0.0000 5.6066 i 0.0000 i 5.6066 i 0.3313 1 0.0000 1 13.8901 Water •1 i i i � � 0.0000 i 0.0000 0.0000 0.0000 1.0710 i 21.4703 i 22.5412 i 0.1109 2.7800e- 26.1419 003 i Total 0.5445 0.5616 2.6323 6.4100e- 0.5378 0.0448 0.5826 0.1437 0.0444 0.1882 10.3952 688.7285 699.1237 0.4938 4.5300e- 712.8194 11 003 003 12-410 CalEEMod Version: CalEEMod.2016.3.2 Page 53 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 2.2 Overall Operational Mitigated Operational ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 I PM10 Total PM2.5 PM2.5 I I Category tons/yr MT/yr Area •i 0.3062 i 0.0133 0.5844 i 5.9000e- 0.0354 i 0.0354 � i 0.0354 0.0354 3.7177 i 7.7340 � 11.4516 i 0.0117 � 2.5000e- 11.8183 Energy •i 3.5800e- i 0.0307 0.0140 i 2.000Oe- 2.4700e- i 2.4700e- 2.4700e- 2.4700e- 0.0000 i 135.0727 135.0727 i 4.7900e- 1.5000e- 135.6397 003 004 003 003 003 003 003 003 i Mobile •i 0.2346 i 0.5177 2.0339 i 5.6200e- 0.5378 6.9500e- i 0.5447 0.1437 i 6.5400e- 0.1503 0.0000 i 524.4516 524.4516 i 0.0351 0.0000 525.3293 003 003 003 i ------------------- -------j--------j--------i-------j--------i-------j--------i----------------------------------- Waste •1 i i 0.0000 i 0.0000 i 0.0000 0.0000 5.6066 i 0.0000 5.6066 i 0.3313 0.0000 1 13.8901 --------------- Water •1 i � i � � 0.0000 i 0.0000 0.0000 0.0000 • 1.0710 T 21.4703 22.5412 i 0.1109 2.7800e- 26.1419 003 i Total 0.5445 0.5616 2.6323 6.4100e- 0.5378 0.0448 0.5826 0.1437 0.0444 0.1882 10.3952 688.7285 699.1237 0.4938 4.5300e- 712.8194 003 003 ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio-0O2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total 1 Percent 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Reduction 3.0 Construction Detail Construction Phase 12-411 CalEEMod Version: CalEEMod.2016.3.2 Page 54 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 ;Demolition +Demolition 19/1/2020 :9/14/2020 5: 10' i I i 4 i 2 •Site Preparation +Site Preparation 19/15/2020 :9/15/2020 5: 1 + i 3 :Grading +Grading 19/16/2020 :9/17/2020 5: 2: + i 4 •Building Construction +Building Construction 19/18/2020 :8/5/2021 5: 230: + i 5 •Paving +Paving 18/6/2021 :8/12/2021 5: 5: + i 6 •Architectural Coating :Architectural Coating 8/13/2021 8/19/2021 5. 5. Acres of Grading (Site Preparation Phase): 0.5 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 Residential Indoor: 69,470; Residential Outdoor: 23,157; Non -Residential Indoor: 16,899; Non -Residential Outdoor: 5,633; Striped Parking Area: 0 (Architectural Coating — sgft) OffRoad Equipment 12-412 CalEEMod Version: CalEEMod.2016.3.2 Page 55 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM Phase Name I Offroad Equipment Type I Amount I Usage Hours I Horse Power I Load Factor Demolition 'Concrete/Industrial Saws ; 1 ; 8.001 81' 0.73 -------------------------- - - - ------------'------------- ----------- Demolition 'Rubber Tired Dozers ; 1 1.001 247' 0.40 --------------------------- -------------------------------------------------------------------'------------- ----------- Demolition +Tractors/Loaders/Backhoes ; 21 6.001 97, 0.37 -------------------------- �- - - - -------------'------------- ----------- Site Preparation 'Graders ; 1 8.001 187, 0.41 --------------------------- �- - - - -------------'---------------------------- Site Preparation +Tractors/Loaders/Backhoes ; 1 8.001 97, 0.37 �- - - - -------------'------------- ----------- Grading 'Concrete/Industrial Saws ; 1 ? 8.001 81, 0.73 ---------------------------- _ i --------------------------------------------------------------------'------------- ----------- Grading 'Rubber Tired Dozers ; 1 1.001 247' 0.40 �- - - - -------------'------------- ----------- Grading +Tractors/Loaders/Backhoes ; 2 6.001 97, 0.37 + _ __ i i Building Construction 'Cranes ; 1 4.001 231, 0.29 �- - - -------------'------------- ----------- Building Construction 'Forklifts ; 2 6.001 89, 0.20 --------------------------- �- - - - -------------'---------------------------- Building Construction +Tractors/Loaders/Backhoes ; 21 8.001 97, 0.37 i �- - - -------------'------------- ----------- Paving 'Cement and Mortar Mixers ; 4 6.001 9' 0.56 + _ i _ Paving +Pavers ; 1 7.001 130, 0.42 ---------------------------- + i i ------------------------- -------------------------------------------------------- Paving 'Rollers ; 1 7.001 80, 0.38 --------------------------- �- - - - -------------'---------------------------- Paving +Tractors/Loaders/Backhoes ; 1 7.001 97, 0.37 ---------------------------- --------------------------*----------------- ------------r------------- Architectural Coating 'Air Compressors 16.00' 78' 0.48 Trips and VMT Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip I Worker Vehicle I Vendor I Hauling Count I Number I Number I Number I Length I Length I Length Class Vehicle Class I Vehicle Class Demolition 4; 10.00. 0.001 45.00; 14.70; 6.90; 20.00:LD_Mix iHDT_Mix THHDT • A Site Preparation - -------------- 2; - i------------ 5.00- --------i 0.001 , 31.00: ----------�- ---------� 14.70; 6.90; -- =------------ 20.00;LD_Mix ----------' iHDT_Mix -------- THHDT ° �- Grading -------------- 4; i------------ 10.00: --------i 0.001 ,----------�- 0.00: ------------------------------' 14.70; 6.90; 20.00;LD_Mix iHDT_Mix *- THHDT ----------------° �- Building Construction -------------=---------------''''-, 5; i------------ 29.00- I --------i 6.00: ,----------�- 0.00: '--------- 14.70; ------------------------'----------' 6.90; 20.00;LD_Mix iHDT_Mix --'''_-- THHDT ° �- Paving -------------- 7; - i------------ 18.00: --------i 0.00: ,----------4- 0.00: ------------ 14.70; 6.90; -------------' 20.00;LD_Mix iHDT_Mix -- THHDT e ' ; Architectural Coating ; 1' 6.00, 0.00, 0.00, 14.70, 6.90, 20.00,LD_Mix 'HDT_Mix HHDT 12-413 CalEEMod Version: CaIEEMod.2016.3.2 Page 56 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.1 Mitigation Measures Construction Water Exposed Area 3.2 Demolition - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 I PM10 Total PM2.5 PM2.5 Category tons/yr MT/yr I I I I 1 I I I 1 I I Fugitive Dust •I I 1 1 1 4.9200e- 1 0.0000 14.9200e- 1 7.5000e- 1 0.0000 7.5000e- � 0.0000 I 0.0000 1 0.0000 I 0.0000 I 0.0000 � 0.0000 003 I 1 003 I 004 1 004 . I I 1 I 1 1 I I I I 1 I I I I 1 I I Off -Road •I 4.3400e- I 0.0394 1 0.0381 1 6.000Oe- 1 1 2.3400e- 12.3400e- 1 1 2.2300e- 2.2300e- � 0.0000 I 5.2038 1 5.2038 19.8000e- 1 0.0000 � 5.2284 •I 003 1 I 1 005 I 1 003 1 003 1 1 003 003 . I 1 I 004 1 1 Total 4.3400e- 0.0394 0.0381 6.000Oe- 4.9200e- 2.3400e- 7.2600e- 7.5000e- 2.2300e- 2.9800e- 0.0000 5.2038 5.2038 9.8000e- 0.0000 5.2284 003 005 003 003 003 004 003 003 004 12-414 CalEEMod Version: CalEEMod.2016.3.2 Page 57 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.2 Demolition - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 I PM10 Total I PM2.5 I PM2.5 I Category tons/yr MT/yr Hauling •i 1.7000e- i 6.3900e- i 1.6000e- 2.000Oe- i 3.9000e- 2.000Oe- 4.1000e- i 1.1000e- 2.000Oe- 1.3000e- 0.0000 i 1.7302 � 1.7302 � 1.8000e- i 0.0000 i 1.7348 004 003 003 005 004 005 004 004 005 004 . 004 i Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 1.9000e- i 1.4000e- i 1.5500e- 1.000Oe- i 5.5000e- 0.0000 5.5000e- i 1.5000e- 0.0000 1.5000e- 0.0000 i 0.4751 0.4751 1.000Oe- i 0.0000 i 0.4754 004 004 003 005 004 004 004 004 005 Total 3.6000e- 6.5300e- 3.1500e- 3.000Oe- 9.4000e- 2.000Oe- 9.6000e- 2.6000e- 2.000Oe- 2.8000e- 0.0000 2.2053 2.2053 1.9000e- 0.0000 2.2101 11 004 003 003 005 004 005 004 004 005 004 004 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total I PM2.5 PM2.5 I Category tons/yr MT/yr Fugitive Dust •i i i i i 1.9200e- 0.0000 1.9200e- 2.9000e- i 0.0000 2.9000e- 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 003 003 004 004 Off -Road •i 4.3400e- i 0.0394 i 0.0381 i 6.000Oe- i i 2.3400e- i 2.3400e- 2.2300e- 2.2300e- 0.0000 i 5.2038 i 5.2038 9.8000e- i 0.0000 i 5.2284 003 005 003 003 003 003 . 004 i Total 4.3400e- 0.0394 0.0381 6.000Oe- 1.9200e- 2.3400e- 4.2600e- 2.9000e- 2.2300e- 2.5200e- 0.0000 5.2038 5.2038 9.8000e- 0.0000 5.2284 003 005 003 003 003 004 003 003 004 12-415 CalEEMod Version: CalEEMod.2016.3.2 Page 58 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.2 Demolition - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 I PM10 Total I PM2.5 I PM2.5 Total I Category tons/yr MT/yr Hauling •i 1.7000e- i 6.3900e- i 1.6000e- 2.00OOe- i 3.9000e- 2.00OOe- 4.1000e- i 1.1000e- 2.00OOe- 1.3000e- 0.0000 i 1.7302 � 1.7302 � 1.8000e- i 0.0000 i 1.7348 004 003 003 005 004 005 004 004 005 004 . 004 i Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 1.9000e- i 1.4000e- i 1.5500e- 1.00OOe- i 5.5000e- 0.0000 5.5000e- i 1.5000e- 0.0000 1.5000e- 0.0000 i 0.4751 0.4751 1.00OOe- i 0.0000 i 0.4754 004 004 003 005 004 004 004 004 005 Total 3.6000e- 6.5300e- 3.1500e- 3.00OOe- 9.4000e- 2.00OOe- 9.6000e- 2.6000e- 2.00OOe- 2.8000e- 0.0000 2.2053 2.2053 1.9000e- 0.0000 2.2101 11 004 003 003 005 004 005 004 004 005 004 004 3.3 Site Preparation - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total I PM2.5 PM2.5 I Category tons/yr MT/yr Fugitive Dust •i 2.7000e- 0.0000 2.7000e- i 3.00OOe- 0.0000 3.00OOe- 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 004 004 005 005 Off -Road •i 3.4000e- i 4.2200e- 2.0500e- i 0.0000 i i 1.7000e- i 1.7000e- 1.5000e- 1.5OOOe- 0.0000 i 0.4280 i 0.4280 1.4000e- i 0.0000 i 0.4314 004 003 003 004 004 004 004 . 004 i Total 3.4000e- 4.2200e- 2.0500e- 0.0000 2.7000e- 1.7000e- 4.4000e- 3.00OOe- 1.5000e- 1.8000e- 0.0000 0.4280 0.4280 1.4000e- 0.0000 0.4314 004 003 003 004 004 004 005 004 004 004 12-416 CalEEMod Version: CalEEMod.2016.3.2 Page 59 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.3 Site Preparation - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 I PM10 Total I PM2.5 I PM2.5 I Category tons/yr MT/yr Hauling •i 1.2000e- i 4.4000e- i 1.1000e- 1.000Oe- i 2.7000e- 1.000Oe- 2.8000e- i 7.000Oe- 1.000Oe- 9.000Oe- 0.0000 i 1.1919 1.1919 1.3000e- i 0.0000 i 1.1951 004 003 003 005 004 005 004 005 005 005 004 i Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 1.000Oe- i 1.000Oe- i 8.000Oe- 0.0000 i 3.000Oe- 0.0000 3.000Oe- i 1.000Oe- 0.0000 1.000Oe- 0.0000 i 0.0238 0.0238 0.0000 i 0.0000 i 0.0238 005 005 005 005 005 005 005 i Total 1.3000e- 4.4100e- 1.1800e- 1.0000e- 3.000Oe- 1.000Oe- 3.1000e- 8.000Oe- 1.000Oe- 1.000Oe- 0.0000 1.2157 1.2157 1.3000e- 0.0000 1.2188 004 003 003 005 004 005 004 005 005 004 004 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total I PM2.5 PM2.5 I Category tons/yr MT/yr Fugitive Dust •i i i i i 1.000Oe- i 0.0000 1.000Oe- 1.000Oe- i 0.0000 1.000Oe- 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 004 004 005 005 Off -Road •i 3.4000e- i 4.2200e- 2.05OOe- i 0.0000 i i 1.7000e- i 1.7000e- 1.5000e- 1.5000e- 0.0000 i 0.4280 i 0.4280 1.4000e- i 0.0000 i 0.4314 004 003 003 004 004 004 004 . 004 i Total 3.4000e- 4.2200e- 2.0500e- 0.0000 1.000Oe- 1.7000e- 2.7000e- 1.000Oe- 1.5000e- 1.6000e- 0.0000 0.4280 0.4280 1.4000e- 0.0000 0.4314 004 003 003 004 004 004 005 004 004 004 12-417 CalEEMod Version: CalEEMod.2016.3.2 Page 60 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.3 Site Preparation - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 I PM10 Total I PM2.5 I PM2.5 I Category tons/yr MT/yr Hauling •i 1.2000e- i 4.4000e- i 1.1000e- 1.00OOe- i 2.7000e- 1.00OOe- 2.8000e- i 7.00OOe- 1.00OOe- 9.00OOe- 0.0000 i 1.1919 1.1919 1.3000e- i 0.0000 i 1.1951 004 003 003 005 004 005 004 005 005 005 004 i Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 1.00OOe- i 1.00OOe- i 8.00OOe- 0.0000 i 3.00OOe- 0.0000 3.00OOe- i 1.00OOe- 0.0000 1.00OOe- 0.0000 i 0.0238 0.0238 0.0000 i 0.0000 i 0.0238 005 005 005 005 005 005 005 i Total 1.3000e- 4.4100e- 1.1800e- 1.00OOe- 3.00OOe- 1.00OOe- 3.1000e- 8.00OOe- 1.00OOe- 1.00OOe- 0.0000 1.2157 1.2157 1.3000e- 0.0000 1.2188 004 003 003 005 004 005 004 005 005 004 004 3.4 Grading - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total I PM2.5 PM2.5 I Category tons/yr MT/yr Fugitive Dust •i 7.5OOOe- 0.0000 7.5000e- i 4.1000e- 0.0000 4.1000e- 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 004 004 004 004 Off -Road •i 8.7000e- 7.8700e- 7.6200e- 1.00OOe- 4.7000e- 4.7000e- 4.5000e- 4.5OOOe- 0.0000 i 1.0408 1.0408 2.00OOe- 0.0000 i 1.0457 i i i 004 003 003 005 004 004 004 004 . 004 i Total 8.7000e- 7.8700e- 7.6200e- 1.00OOe- 7.5000e- 4.7000e- 1.2200e- 4.1000e- 4.5000e. 8.6000e- 0.0000 1.0408 1.0408 2.00OOe- 0.0000 1.0457 004 003 003 005 004 004 003 004 004 004 004 12-418 CalEEMod Version: CalEEMod.2016.3.2 Page 61 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.4 Grading - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I I PM10 PM10 Total PM2.5 PM2.5 Total I Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 4.000Oe- i 3.000Oe- i 3.1000e- 0.0000 i 1.1000e- 0.0000 1.1000e- i 3.000Oe- 0.0000 3.000Oe- 0.0000 i 0.0950 0.0950 0.0000 i 0.0000 i 0.0951 005 005 004 004 004 005 005 i Total 4.000Oe- 3.000Oe- 3.1000e- 0.0000 1.1000e- 0.0000 1.1000e- 3.000Oe- 0.0000 3.000Oe- 0.0000 0.0950 0.0950 0.0000 0.0000 005 005 004 004 004 005 005 FO.0951 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 I PM2.5 I Category tons/yr MT/yr Fugitive Dust •i i i i i 2.9000e- i 0.0000 2.9000e- i 1.6000e- 0.0000 1.6000e- 0.0000 i 0.0000 i 0.0000 i 0.0000 i 0.0000 i 0.0000 004 004 004 004 Off -Road •i 8.7000e- 7.8700e- 7.6200e- 1.000Oe- 4.7000e- 4.7000e- 4.5000e- 4.5000e- 0.0000 i 1.0408 1.0408 2.000Oe- 0.0000 i 1.0457 i i i 004 003 003 005 004 004 004 004 . 004 i Total 8.7000e- 7.8700e- 7.6200e- 1.000Oe- 2.9000e- 4.7000e- 7.6000e- 1.6000e- 4.5000e- 6.1000e- 0.0000 1.0408 1.0408 2.000Oe- 0.0000 1.0457 004 003 003 005 004 004 004 004 004 004 004 12-419 CalEEMod Version: CalEEMod.2016.3.2 Page 62 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.4 Grading - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 I Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 4.00OOe- i 3.00OOe- i 3.1000e- 0.0000 i 1.1000e- 0.0000 1.1000e- i 3.00OOe- 0.0000 3.00OOe- 0.0000 i 0.0950 0.0950 0.0000 i 0.0000 i 0.0951 005 005 004 004 004 005 005 i Total 4.00OOe- 3.00OOe- 3.1000e- 0.0000 1.1000e- 0.0000 1.1000e- 3.00OOe- 0.0000 3.00OOe- 0.0000 0.0950 0.0950 0.0000 0.0000 0.0951 11 005 005 004 004 004 005 005 3.5 Building Construction - 2020 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category tons/yr MT/yr Off -Road •i 0.0323 i 0.3320 i 0.2770 4.3000e- 0.0196 0.0196 0.0180 0.0180 0.0000 i 37.5227 37.5227 0.0121 i 0.0000 i 37.8261 004 i i i i i • i i i i Total 0.0323 0.3320 0.2770 4.3000e- 0.0196 0.0196 0.0180 0.0180 0.0000 37.5227 37.5227 0.0121 0.0000 37.8261 004 12-420 CalEEMod Version: CalEEMod.2016.3.2 Page 63 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.5 Building Construction - 2020 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 I Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •i 7.3000e- 0.0239 6.4900e- 6.000Oe- 1.4200e- 1.2000e- 1.5400e- 4.1000e- 1.2000e- 5.3000e- � 0.0000 i 5.4771 5.4771 4.6000e- 0.0000 i 5.4885 i i � i � � i � � � i '� 004 003 005 003 004 003 004 004 004 004 i Worker •i 4.2400e- 2.9700e- 0.0337 1.1000e- 0.0119 8.000Oe- 0.0120 3.1700e- 7.000Oe- 3.2400e- 0.0000 i 10.3330 10.3330 2.4000e- 0.0000 i 10.3389 i i i i i 003 003 004 005 003 005 003 004 i Total 4.9700e- 0.0268 0.0402 1.7000e- 0.0134 2.000Oe- 0.0136 3.5800e- 1.9000e- 3.7700e- 0.0000 15.8101 15.8101 7.000Oe- 0.0000 15.8274 003 004 004 003 004 003 004 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category tons/yr MT/yr Off -Road •i 0.0323 i 0.3320 0.2770 4.3000e- 0.0196 0.0196 i i 0.0180 0.0180 0.0000 i 37.5226 i 37.5226 0.0121 i 0.0000 i 37.8260 004 i i i i i • i i i i Total 0.0323 0.3320 0.2770 4.3000e- 0.0196 0.0196 0.0180 0.0180 0.0000 37.5226 37.5226 0.0121 0.0000 37.8260 004 12-421 CalEEMod Version: CalEEMod.2016.3.2 Page 64 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.5 Building Construction - 2020 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 I Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •i 7.3000e- 0.0239 6.4900e- 6.00OOe- 1.4200e- 1.2000e- 1.5400e- 4.1000e- 1.2000e- 5.3000e- � 0.0000 i 5.4771 5.4771 4.6000e- 0.0000 i 5.4885 i i � i � � i � � � i '� 004 003 005 003 004 003 004 004 004 004 i Worker •i 4.2400e- 2.9700e- 0.0337 1.1000e- 0.0119 8.00OOe- 0.0120 3.1700e- 7.00OOe- 3.2400e- 0.0000 i 10.3330 10.3330 2.4000e- 0.0000 i 10.3389 i i i i i 003 003 004 005 003 005 003 004 i Total 4.9700e- 0.0268 0.0402 1.7000e- 0.0134 2.00OOe- 0.0136 3.5800e- 1.9000e- 3.7700e- 0.0000 15.8101 15.8101 7.00OOe- 0.0000 15.8274 003 004 004 003 004 003 004 3.5 Building Construction - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 I Category tons/yr MT/yr Off -Road •i 0.0601 i 0.6188 i 0.5629 8.8000e- 0.0347 0.0347 0.0319 0.0319 0.0000 i 77.5636 77.5636 0.0251 i 0.0000 i 78.1907 004 i i i i i • i i i i Total 0.0601 0.6188 0.5629 8.8000e. 0.0347 0.0347 0.0319 0.0319 0.0000 77.5636 77.5636 0.0251 0.0000 78.1907 004 12-422 CalEEMod Version: CalEEMod.2016.3.2 Page 65 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.5 Building Construction - 2021 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I I PM10 PM10 Total PM2.5 PM2.5 I Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •i 1.2700e- 0.0443 0.0124 1.1000e- 2.9300e- 9.000Oe- 3.0200e- 8.4000e- 9.000Oe- 9.3000e- 0.0000 i 11.2218 11.2218 9.1000e- 0.0000 i 11.2445 i i i i i 003 004 003 005 003 004 005 004 004 i Worker •i 8.2300e- 5.5400e- 0.0646 2.3000e- 0.0247 1.6000e- 0.0248 6.5500e- 1.5000e- 6.7000e- 0.0000 i 20.6138 20.6138 4.4000e- 0.0000 i 20.6249 i i i i i 003 003 004 004 003 004 003 004 i Total 9.5000e- 0.0498 0.0770 3.4000e- 0.0276 2.5000e- 0.0279 7.3900e- 2.4000e- 7.6300e- 0.0000 31.8356 31.8356 1.3500e- 0.0000 31.8694 003 004 004 003 004 003 003 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Total I Category tons/yr MT/yr Off -Road •i 0.0601 i 0.6188 i 0.5629 8.8000e- 0.0347 0.0347 0.0319 0.0319 0.0000 i 77.5635 77.5635 0.0251 i 0.0000 i 78.1906 004 i i i i i • i i i i Total 0.0601 0.6188 0.5629 8.8000e- 0.0347 0.0347 0.0319 0.0319 0.0000 77.5635 77.5635 0.0251 0.0000 78.1906 004 12-423 CalEEMod Version: CalEEMod.2016.3.2 Page 66 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.5 Building Construction - 2021 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •i 1.2700e- 0.0443 0.0124 1.1000e- 2.9300e- 9.00OOe- 3.0200e- 8.4000e- 9.00OOe- 9.3000e- 0.0000 i 11.2218 11.2218 9.1000e- 0.0000 i 11.2445 i i i i i i 003 004 003 005 003 004 005 004 004------------- Worker •1 8.2300e- 5.5400e- 0.0646 2.3000e- 0.0247 1.6000e- 0.0248 6.5500e- 1.5000e- 6.7000e- 0.0000 i 20.6138 20.6138 4.4000e- 0.0000 i 20.6249 i i i i i 003 003 004 004 003 004 003 004 i Total 9.5000e- 0.0498 0.0770 3.4000e- 0.0276 2.5000e- 0.0279 7.3900e- 2.4000e- 7.6300e- 0.0000 31.8356 31.8356 1.3500e- 0.0000 31.8694 003 004 004 003 004 003 003 3.6 Paving - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total I PM2.5 PM2.5 I Category tons/yr MT/yr Off -Road •i 1.8000e- i 0.0168 i 0.0177 3.00OOe- 8.8000e- 8.8000e- 8.2000e- 8.2000e- 0.0000 i 2.3481 2.3481 6.8000e- 0.0000 i 2.3652 i i i i i •� 003 005 004 004 004 004 . 004 i Paving •i 0.0000 i i i i i 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 i 0.0000 Total 1.8000e- 0.0168 0.0177 3.00OOe- 8.8000e- 8.8000e- 8.2000e- 8.2000e- 0.0000 2.3481 2.3481 6.8000e- 0.0000 2.3652 11 003 005 004 004 004 004 004 12-424 CalEEMod Version: CalEEMod.2016.3.2 Page 67 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.6 Paving - 2021 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 Total I Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 1.6000e- i 1.1000e- i 1.2900e- 0.0000 i 4.9000e- 0.0000 5.000Oe- i 1.3000e- 0.0000 1.3000e- 0.0000 i 0.4127 0.4127 1.000Oe- i 0.0000 i 0.4130 004 004 003 004 004 004 004 005 Total 1.6000e- 1.1000e- 1.2900e- 0.0000 4.9000e- 0.0000 5.000Oe- 1.3000e- 0.0000 1.3000e- 0.0000 0.4127 0.4127 1.000Oe- 0.0000 0.4130 11 004 004 003 004 004 004 004 005 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total I PM2.5 PM2.5 I Category tons/yr MT/yr Off -Road •i 1.8000e- i 0.0168 i 0.0177 3.000Oe- 8.8000e- 8.8000e- 8.2000e- 8.2000e- 0.0000 i 2.3481 2.3481 6.8000e- 0.0000 i 2.3652 i i i i i •� 003 005 004 004 004 004 . 004 i Paving •i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Total 1.8000e- 0.0168 0.0177 3.000Oe- 8.8000e- 8.8000e- 8.2000e- 8.2000e- 0.0000 2.3481 2.3481 6.8000e- 0.0000 2.3652 11 003 005 004 004 004 004 004 12-425 CalEEMod Version: CalEEMod.2016.3.2 Page 68 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.6 Paving - 2021 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 I Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 1.6000e- i 1.1000e- i 1.2900e- 0.0000 i 4.9000e- 0.0000 5.00OOe- i 1.3000e- 0.0000 1.3000e- 0.0000 i 0.4127 0.4127 1.00OOe- i 0.0000 i 0.4130 004 004 003 004 004 004 004 005 Total 1.6000e- 1.1000e- 1.2900e- 0.0000 4.9000e- 0.0000 5.00OOe- 1.3000e- 0.0000 1.3000e- 0.0000 0.4127 0.4127 1.00OOe- 0.0000 0.4130 11 004 004 003 004 004 004 004 005 3.7 Architectural Coating - 2021 Unmitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 I Category tons/yr MT/yr Archit. Coating •i 0.1596 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Off -Road •i 5.5000e- 3.8200e- 4.5400e- 1.00OOe- 2.4000e- 2.4000e- 2.4000e- 2.4000e- 0.0000 i 0.6383 0.6383 4.00OOe- 0.0000 i 0.6394 i i i 004 003 003 005 004 004 004 004 . 005 i Total 0.1601 3.8200e- 4.5400e- 1.00OOe- 2.4000e- 2.4000e- 2.4000e- 2.4000e- 0.0000 0.6383 0.6383 4.00OOe- 0.0000 0.6394 11 003 003 005 004 004 004 004 005 12-426 CalEEMod Version: CalEEMod.2016.3.2 Page 69 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.7 Architectural Coating - 2021 Unmitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 I Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 5.000Oe- i 4.000Oe- i 4.3000e- 0.0000 i 1.6000e- 0.0000 � 1.7000e- i 4.000Oe- 0.0000 4.000Oe- 0.0000 i 0.1376 0.1376 0.0000 i 0.0000 i 0.1377 005 005 004 004 004 005 005 Total 5.000Oe- 4.000Oe- 4.3000e- 0.0000 1.6000e- 0.0000 1.7000e- 4.000Oe- 0.0000 4.000Oe- 0.0000 0.1376 0.1376 0.0000 0.0000 0.1377 11 005 005 004 004 004 005 005 Mitigated Construction On -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Total I Category tons/yr MT/yr Archit. Coating •i 0.1596 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Off -Road •i 5.5000e- 3.8200e- 4.5400e- 1.000Oe- 2.4000e- 2.4000e- 2.4000e- 2.4000e- 0.0000 i 0.6383 0.6383 4.000Oe- 0.0000 i 0.6394 i i i 004 003 003 005 004 004 004 004 . 005 i Total 0.1601 3.8200e- 4.5400e- 1.000Oe- 2.4000e- 2.4000e- 2.4000e- 2.4000e- 0.0000 0.6383 0.6383 4.000Oe- 0.0000 0.6394 11 003 003 005 004 004 004 004 005 12-427 CaIEEMod Version: CalEEMod.2016.3.2 Page 70 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 3.7 Architectural Coating - 2021 Mitigated Construction Off -Site ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e I PM10 PM10 Total PM2.5 PM2.5 I Category tons/yr MT/yr Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000 Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 Worker •i 5.00OOe- i 4.00OOe- i 4.3000e- 0.0000 i 1.6000e- 0.0000 � 1.7000e- i 4.00OOe- 0.0000 4.00OOe- 0.0000 i 0.1376 0.1376 0.0000 i 0.0000 i 0.1377 005 005 004 004 004 005 005 Total 5.00OOe- 4.00OOe- 4.3000e- 0.0000 1.6000e- 0.0000 1.7000e- 4.00OOe- 0.0000 4.00OOe- 0.0000 0.1376 0.1376 0.0000 0.0000 0.1377 11 005 005 004 004 004 005 005 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 12-428 CalEEMod Version: CalEEMod.2016.3.2 Page 71 of 82 2510 West Coast Highway - Orange County, Annual Date: 6/8/2020 9:44 AM ROG I NOx I CO I S02 I Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 I N20 CO2e Category tons/yr MT/yr Mitigated •i 0.2346 i 0.5177 i 2.0339 i 5.6200e- i 0.5378 � 6.9500e- 0.5447 i 0.1437 i 6.5400e- 0.1503 0.0000 i 524.4516 � 524.4516 0.0351 i 0.0000 525.3293 •� 003 003 003 Unmitigated 0.2346 0.5177 2.0339 5.6200e- - 0.5378 6.9500e- • 0.5447 - 0.1437 6.5400e- 0.1503 0.0000 524.4516 • 524.4516 0.0351 0.0000 525.3293 003 003 003 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Condo/Townhouse ; 203.35 ; 198.45 169.40 675,913 675,913 ......................................-------------------------------- -----------------------:-------------------------- Office Park ; 28.78 ; 4.13 1.92 72,371 72,371 •................... ••••••••••••............. -___;--------------- -- -- ----------------- - - - - --------- - ---------- - - - - -- Strip Mall 387.36 674 Total 619.49 570.01 349.87 1,423,099 1,423,099 4.3 Trip Type Information Miles I Trip % I Trip Purpose Land Use I H-W or C-W I H-S or C-C I H-O or C-NW IH-W or C-W I H-S or C-C I H-O or C-NW I Primary I Diverted I Pass -by Condo/Townhouse • • • • •` _ _ _ 14.70_ _ _ - 5.90 8.70 i 40.20 19.20 40.60 86 11 3 ........................ ------ --------- --------- -------- ---------------- Office Park 16.60 8.40 6.90 33.00 I 48.00 19.00 82 15 3 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix 12-429 CalEEMod Version: CalEEMod.2016.3.2 Page 72 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Condo/Townhouse 0.558976+ 0.043534; 0.209821; 0.113949; 0.016111; 0.005791; 0.025447; 0.016654; 0.001713; 0.001553; 0.004896; 0.000590- 0.000966 } I I I I I I I I I I i-------------- -i---------------i------------- - i---------------i---------------i---------------i---------------i-------------- -t---------------t---------------- - - - - - - - Office Park 0.5589761 0.0435341 0.2098211 0.1139491 0.0161111 0.0057911 0.0254471 0.0166541 0.0017131 0.0015531 0.0048961 0.000590 0.000966 } I I I I I I I I I I ----------------------- -------- -------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- E-------- s------- Strip Mall 0.558976. 0.043534, 0.209821, 0.113949, 0.016111, 0.005791, 0.025447- 0.016654- 0.001713- 0.001553- 0.004896, 0.000590, 0.000966 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 I N20 CO2e Category tons/yr MT/yr Electricity •I I I I I I I I I I I 0.0000 I I I 0.0000 I I I 0.0000 0.0000 � 0.0000 I 99.6504 I I I I 99.6504 14.1100e- 18.5000e- 100.0069 Mitigated 003 I 004 I ------------l_ ,I I I I I I I I 1 -- I I I r..... .69 Electricity I I I I I I I I I I I I 0.0000 I 0.0000 I I I 0.0000 0.0000 0.0000 I------- 1 I I i 99.6504 I 99.6504 14.1100e- 18.5000e- 0 � 10.00. Unmitigated .I I I I I I I I 1 . I 1 003 I 004 I 1 - ------- I I I r....'.. ry-------I NaturalGas •I 3.5800e- I I I 0.0307 I 0.0140 12.000Oe- I I I 12.4700e- I I 12.47OOe- I I 12.4700e- 2.4700e- 0.0000 I- I I I I 35.4223 I 35.4223 16.8000e- 16.5000e- 35.6328 Mitigated ;i 003 I I I 004 I I 003 I 003 I I 003 003 . i I I 004 004 - - - - - - - - - - - --------------- i------------------------------ }--------------+----------------------------- --------------- --------------- }--------------r - - - - - - - + - - - - - --------------+-------------- ---......-----+--------------- - - - - - - NaturalGas 3.5800e- 0.0307 0.0140 2.000Oe- - 2.4700e- 2.4700e- - 2.4700e- 2.4700e- 0.0000 35.4223 35.4223 6.8000e- - 6.5000e- - 35.6328 Unmitigated 003 004 003 003 003 003 004 004 12-430 CalEEMod Version: CalEEMod.2016.3.2 Page 73 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e s Use I I PM10 Pm Total PM2.5 PM2.5 Land Use kBTU/yr tons/yr MT/yr Condo/Townhous I I I I I I I I I I I I 617597 •I 3.3300e- I 0.0285 I 0.0121 11.8000e- I 12.3000e- 12.3000e- I 12.3000e- ; 2.3000e- 0.0000 I 32.9573 I 32.9573 16.3000e- 16.000Oe- I 33.1532 e •I 003I I I 004I I 003 I 003I 1 003 003 I I I 004 i I 004 '__________ Office Park ----- -- 28709.3 1.5000e- 1.4100e- 1.1800e- 1.000Oe- 1.1000e- 1.1000e- 1.1000e- 1.1000e- 0.0000 I 1.5320 I 1.5320 13.000Oe- 13.000Oe- 1.5411 1 1 'I 004 I 003 I 003 I 005 I I 004 I 004 I I 004 004 005 � 005 'I I I I I I I I I -----------1 Strip Mall 1 • •I - -------- -------- -------- -------- -------- -------- ----------------------- I--------�--------------- 17482 •I 9.000Oe- ; 7.000Oe- 0.0000 I 0.9329 0.9329 i 0.9385 1 18.6000e- 17.2000e- 11.000Oe- I 17.000Oe- 17.000Oe- I 17.000Oe- I 12.000Oe- 12.000Oe- 1 005 004 I 004 I 005 I I 005 I 005 I I 005 005 005 005 1 'I I I I I I I I 1 • I Total 3.5700e- 0.0307 0.0140 2.000Oe- 2.4800e- 2.4800e- 2.4800e- 2.4800e- 0.0000 35.4223 35.4223 6.8000e- 6.5000e- 35.6328 003 004 003 003 003 003 004 004 Mitigated NaturalGa ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust Bio- CO2 Total CO2 CH4 N20 CO2e s Use I I PM10 I PM10 Total PM2.5 PM2.5 IPM2.5Total INBio-CO2 Land Use kBTU/yr tons/yr MT/yr Condo/Townhous I I I I I I I I I I I � 617597 •I 3.3300e- I 0.0285 I 0.0121 11.8000e- I 12.3000e- 12.3000e- I 12.3000e- ; 2.3000e- � 0.0000 I 32.9573 I 32.9573 16.3000e- 16.000Oe- i 33.1532 e 1 ;I 003 I I I 004 I I 003 I 003 I I 003 003 . I I I 004 I 004 1 I I I I I I I I 1 I I I 1 Office Park I I I I I I I I I I I I � 28709.3 -I 1.5000e- I 1.4100e- I 1.1800e- 11.000Oe- I 11.1000e- I 1.1000e- I 11.1000e- ; 1.1000e- � 0.0000 I 1.5320 I 1.5320 13.000Oe- 13.000Oe- i 1.5411 004 I 003 I 003 I 005 I I 004 I 004 I I 004 004 . i I I 005 I 005 1 Strip Mall I I I I I I I 1 I I I 17482 9.000Oe- 18.6000e- 17.2000e- 11.000Oe- I 17.000Oe- 17.000Oe- I 17.000Oe- ; 7.000Oe- 0.0000 0.9329 I 0.9329 12.000Oe- 12.000Oe- i 0.9385 1 i 1 .I 005 I 004 I 004 I 005 I I 005 I 005 I I 005 005005 005 1 I I 1 I I I I I I I 1 Total 3.5700e- 0.0307 0.0140 2.000Oe- 2.4800e- 2.4800e- 2.4800e- 2.4800e- 0.0000 35.4223 35.4223 6.8000e- 6.5000e- 35.6328 003 004 003 003 003 003 004 004 12-431 CalEEMod Version: CalEEMod.2016.3.2 Page 74 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 5.3 Energy by Land Use - Electricity Unmitigated Electricity Total CO2 CH4 N20 CO2e Use Land Use kWh/yr MT/yr Condo/Townhous i 173898 •i 55.4077 i 2.2900e- 4.7000e- 55.6059 e 003 004 J-------J------- Office Park i 38859.8 •i 12.3816 i 5.1000e- 1.1000e- 12.4258 004 i 004 -----------I •� JJ ------- ------- Strip M Mall 99997 •i 31.8612 i 1.3200e- 2.7000e- 31.9752 003 004 Total 99.6504 4.1200e- 8.5000e- 100.0069 003 004 Mitigated Electricity Total CO2 CH4 N20 CO2e Use I Land Use kWh/yr MT/yr Condo/Townhous 173898 •i 55.4077 i 2.2900e- 4.7000e- 55.6059 e i ;� i 003 004 -r------- Office Park -------J-------J-------*------- 38859.8 •1 12.3816 i 5.1000e- : 1.1000e- 12.4258 004 004 ---------- Strip Mall --------------J-------J-------*------- 99997 •i 31.8612 i 1.3200e- 2.7000e- 31.9752 003 004 Total 99.6504 4.1200e- 8.5000e- 100.0069 003 004 6.0 Area Detail 12-432 CalEEMod Version: CalEEMod.2016.3.2 Page 75 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 6.1 Mitigation Measures Area ROG I NOx I CO I S02 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 I N20 CO2e Category tons/yr MT/yr Mitigated •i 0.3062 0.0133 0.5844 5.9000e- 0.0354 0.0354 0.0354 0.0354 3.7177 i 7.7340 11.4516 0.0117 2.5000e- 11.8183 004 004 Unmitigated 0.3062 0.0133 0.5844 5.9000e- 0.0354 0.0354 0.0354 0.0354 3.7177 7.7340 11.4516 0.0117 2.5000e- 11.8183 004 004 12-433 CalEEMod Version: CalEEMod.2016.3.2 Page 76 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 6.2 Area by SubCategory Unmitigated ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Subcategory tons/yr MT/yr Architectural •i 0.0160 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 Coating Consumer •i 0.1647 0.0000 i 0.0000 0.0000 0.0000 • 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 Products Hearth •i 0.1146 i 9.0800e- 0.2225 i 5.7000e- 0.0334 i 0.0334 0.0334 0.0334 3.7177 i 7.1441 10.8618 i 0.0111 2.5000e- 11.2141 i 003 004 004------------ Landscaping •i 0.0110 4.1800e- 0.3619 2.000Oe- 1.9900e- 1.9900e- 1.9900e- 1.9900e- � 0.0000 i 0.5899 0.5899 5.7000e- 0.0000 0.6042 i � i i � i � i � i � 003 005 003 003 003 003 004 i Total 0.3062 0.0133 0.5844 5.9000e- 0.0354 0.0354 0.0354 0.0354 3.7177 7.7340 11.4516 0.0117 2.5000e- 11.8183 004 004 12-434 CalEEMod Version: CalEEMod.2016.3.2 Page 77 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 6.2 Area by SubCategory Mitigated ROG NOx CO S02 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N20 CO2e PM10 PM10 Total PM2.5 PM2.5 Subcategory tons/yr MT/yr Architectural •i 0.0160 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 Coating Consumer •i 0.1647 0.0000 i 0.0000 0.0000 0.0000 • 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 Products Hearth •i 0.1146 i 9.0800e- 0.2225 i 5.7000e- 0.0334 i 0.0334 0.0334 0.0334 3.7177 i 7.1441 10.8618 i 0.0111 2.5000e- 11.2141 i 003 004 004------------ Landscaping •i 0.0110 4.1800e- 0.3619 2.000Oe- 1.9900e- 1.9900e- 1.9900e- 1.9900e- � 0.0000 i 0.5899 0.5899 5.7000e- 0.0000 0.6042 i � i i � i � i � i � 003 005 003 003 003 003 004 i Total 0.3062 0.0133 0.5844 5.9000e- 0.0354 0.0354 0.0354 0.0354 3.7177 7.7340 11.4516 0.0117 2.5000e- 11.8183 004 004 7.0 Water Detail 7.1 Mitigation Measures Water 12-435 CalEEMod Version: CalEEMod.2016.3.2 Page 78 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual Total CO2 CH4 N20 CO2e Category MT/yr Mitigated •1 22.5412 i 0.1109 i 2.7800e- 1 26.1419 •� 003 i - - - - - - - - - - - % --------------4------------------------------* - - - - - - - Unmitigated •• 22.5412 0.1109 2.7800e- 26.1419 003 7.2 Water by Land Use Unmitigated Indoor/Out Total CO2 CH4 N20 CO2e door Use Land Use Mgal MT/yr Condo/Townhous 2.28039 / ■1 15.2734 1 0.0749 1.8800e- i 17.7059 e 1 1.43764 ;i 003 - - - - - --- - - - - - - Office Park : 3.447889 / ■i 2.9720 0.0147 3.7000e- 3.4497 1 0.274513 ;i 004 ---------- ------- ------- Strip Mall 10.647394 / ■i 4.2959 0.0213 5.3000e- 4.9863 0.39679 ;i 004 Total 22.5413 0.1109 2.7800e- 26.1419 j 003 j 12-436 CalEEMod Version: CalEEMod.2016.3.2 Page 79 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 7.2 Water by Land Use Mitigated Indoor/Out Total CO2 CH4 N20 CO2e door Use Land Use Mgal MT/yr Condo/Townhous i 2.28039 / •1 15.2734 0.0749 1.8800e- i 17.7059 e 1.43764 ;i i 003 -- --r------4i-----------------------*------- Office Park 13.447889 / •i 2.9720 0.0147 3.7000e- i 3.4497 0.274513 'i i 004 ' --------- ------- Strip Mall 3.647394 / •i 4.2959 0.0213 5.3000e- 4.9863 0.39679 ;i 004 Total 22.5413 0.1109 2.7800e- 26.1419 003 8.0 Waste Detail 8.1 Mitigation Measures Waste 12-437 CalEEMod Version: CalEEMod.2016.3.2 Page 80 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual CategoryNear Total CO2 CH4 N20 CO2e MT/yr Mitigated •i 5.6066 i 0.3313 i 0.0000 1 13.8901 - - - - - - - - - - - %.............. +--------------}............... " " " " " " " Unmitigated 5.6066 0.3313 0.0000 13.8901 8.2 Waste by Land Use Unmitigated Waste Total CO2 CH4 N20 CO2e Disposed Land Use tons MT/yr Condo/Townhous 16.1 •1 3.2682 0.1931 0.0000 i 8.0967 e ------- ------- Office Park 2.34 :i 0.4750 0.0281 0.0000 i 1.1768 Strip Mall 9.18 �i 1.8635 0.1101 0.0000 i 4.6166 Total 5.6066 0.3313 0.0000 13.8901 12-438 CalEEMod Version: CalEEMod.2016.3.2 Page 81 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 8.2 Waste by Land Use Mitigated waste Total CO2 CH4 N20 CO2e Disposed Land Use tons MT/yr Condo/Townhous i 16.1 •1 3.2682 0.1931 0.0000 i 8.0967 e ------- ------- Office Park i 2.34 •1 0.4750 0.0281 0.0000 i 1.1768 Strip Mall i 9.18 •1 1.8635 0.1101 0.0000 i 4.6166 Total 5.6066 0.3313 0.0000 13.8901 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumas and Emeraencv Generators IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 12-439 CalEEMod Version: CalEEMod.2016.3.2 Page 82 of 82 Date: 6/8/2020 9:44 AM 2510 West Coast Highway - Orange County, Annual 11.0 Vegetation 12-440 EXHIBIT "F" June 14, 2021 letter from Urban Crossroads, Inc. 12-441 EXHIBIT "F" June 14, 2021 Mr. Mark Moshayedi Space Investment Partners 17475 Gillette Irvine, CA 92614 SUBJECT: PCH MIXED -USE DEVELOPMENT SITE PLAN UPDATE Dear Mr. Mark Moshayedi: Urban Crossroads, Inc. prepared several environmental documents in support of the PCH Mixed -Use Development ("Project") located in the Mariner's Mile near the intersection of West Coast Highway and Tustin Avenue in the City of Newport Beach. Urban Crossroads, Inc. prepared the Noise Impact Analysis, Air Quality and Greenhouse Gas Assessment in addition to the Parking Demand Evaluation. The environmental documents considered a mixed -use Project with a total of 35 multi -family residential dwelling units and 11,266 gross square feet of non-residential uses (boutique auto showroom, and office use). The updated site plan dated May 11, 2021, proposes a change in the Project intensity. The updated Project increases the number of residential units from 35 to 36 units and a reduction in the commercial floor area from approximately 11,000 square feet to approximately 5,000 square feet. The proposed changes will not generate any additional impacts beyond what was previously considered in the environmental documents. If you have any questions, please contact me directly at (949) 584-3148. Respectfully submitted, QROFESSIp� �k,O �0Wl ARD 44 q� URBAN CROSSROADS, INC. y � SUP, No. TR 2537 Bill Lawson, P.E., INCE TRAFFIC Principal R oxCALNF 12-442 Attachment B Affordable Housing Implementation Plan, July 14, 2021 12-443 2510 W. COAST HIGHWAY12530 W. COAST HIGHWAY AFFORDABLE HOUSING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION RESUBMITTED JULY 14, 2021 Prepared by Springbrook f, r. Realty Advisors, Inc. 12-444 2510 W. COAST HIGHWAY12530 W. COAST HIGHWAY AFFORDABLE HO USING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION RESUBMITTED JULY 14, 2021 Project Description & Affordability Level The developer, 2510 W. Coast Hwy LLC and 2510 W. Coast Hwy Eat LLC (collectively "Developer") is proposing the 2510 W. Coast Highway/2530 W. Coast Highway mixed -use development (described herein as "2510 W. Coast Highway" or "project") on a .98 net acre site located in the Mariner's Mile area. The site is located South of the intersection of Tustin Avenue and West Coast Highway. The Newport Beach General Plan designates the project site as Mixed - Use Horizontal and the zoning is Mixed -Use H1-MM. The project site was recently used as a boat sales facility and today is used as an office for an automobile auction company. The proposed project will consist of 36 residential units and approximately 5,096 square feet of commercial space to be used as an office. No office tenant has been identified yet. The Mixed -Use H1-MM Zoning requires a minimum lot area of 1,631 square feet per residential unit. This results in a maximum of 26 residential units (before applying density bonus) Eligibility for Density Bonus The 2510 W. Coast Highway development will provide 3 units affordable to Very Low Income households, 11 % of the Base Units as described in Table 1 on the next page. This will comply with the provisions of Government Code Section 65915 applicable to a 35% density bonus. Rents for the Very Low Income units will be computed in accordance with Health and Safety Code Sec. 50053, as required by Government Code Section 65915(c)(1). Density Bonus Computation and Term of Affordability The density bonus computation for the project per Government Code Section 65915 is shown in Table 1 on the next page: 12-445 Table 1 Density Bonus Computation Project Area _ 42,821 s.f. Minimum Lot Area Per Unit 1,631 s.f. Allowable Residential Units Before Density Bonus (Base Units) 26 Eligible Density Bonus 35% 10 Density Bonus Utilized 10 Total Units 36 The Developer intends to operate the apartment project as a rental community. The 3 Very Low Income units will remain rent restricted for a minimum of 55 years, per Government Code Section 65915(c)(1). Reduction in Parking The 2510 W. Coast Highway development meets the criteria of subdivision (b) of Government Code Sec. 65915 and Section 20.32.030 of the City's Zoning Code by providing more than five percent (5%) of the total units of a housing development (excluding any units permitted by the density bonus awarded pursuant to that section) for Very Low Income households. Government Code Section 65915(p) and Section 20.32.040 of the City's Zoning Code provides the following: (1) Upon the request of the developer, no city, county, or city and county shall require a vehicular parking ratio, inclusive of handicapped and guest parking, of a development meeting the criteria of subdivision (b), that exceeds the following ratios: a. Zero to one bedrooms: one onsite parking space. b. Two to three bedrooms: 1.5 onsite parking spaces. (2) If the total number of parking spaces required for a development is other than a whole number, the number shall be rounded up to the next whole number. For purposes of this subdivision, a development may provide "onsite parking" through tandem parking or uncovered parking, but not through street parking. Table 2 on the next page is a summary of Government Code Sec. 65915 parking requirements vs. spaces to be provided. The Developer requests that parking requirements for the residential units be calculated in accordance with Government Code Sec. 65915(p). As shown in Table 2, the project proposes five surplus parking spaces. 12-446 Table 2 Parking Requirements Stalls/Unit Total Stalls Number Per Gov. Per Gov. Unit Type of Units Code Code Studio 8 1.0 8 1 BR 22 1.0 22 2 BR 6 1.5 9 Total Parking Stalls Required - Residential Units 36 1.1 39 Parking Provided for Office 21 Total Parking Stalls Required 60 Total Parking Stalls Provided 65 Af 6rdable Unit Mix The mix of the three affordable units to be provided will be in proportion to the overall unit mix as follows in Table 3: Table 3 Affordable Unit Mix Total Affordable Unit Type Total Units Units Studio 8 1 1 Bedroom 22 2 2 Bedroom 6 0 Total 36 3 Development Incentive Requests Pursuant to Government Code Section 65915(d)(1) and Section 20.32 of the City's Zoning Code, the Developer is entitled to two concessions or incentives as a result of providing at least eleven percent (11%) of the units as affordable for Very Low Income households. The Developer requests the following development incentives: 1. The Developer requests a waiver of the MU-MM zone's minimum 0.25 floor area ratio (FAR) for nonresidential development. The approximately 5,096 s.f. of commercial (office) space will result in a FAR of approximately 0.12. The proposed FAR waiver will reduce the cost of the nonresidential development, thus improving the economic viability of the overall project and helping to fund the cost of providing the affordable housing. It 12-44 7 will also allow for the addition of various residential amenities (e.g., fitness rooms, outdoor open space areas, surplus parking spaces) which enhance the ability of the project's market rate residential units to support the affordable units. 2. The Developer requests a waiver of the 100 foot setback for residential units from Pacific Coast Highway. This waiver will permit additional parking to be provided on the site as well as result in articulation in the building mass, including setbacks on the East and West sides of the building, substantially improving the overall appearance of the development. This waiver will also enable the building to include windows on all sides of the project and will result in a more pleasing building mass. Finally, this waiver will provide view opportunities for the residential units, enhancing their value and thus helping to fund the cost of providing the affordable housing. Approval of these incentive requests will also enable the project to meet the goal of "Five Sided Architecture" as set forth in the Mariner's Mile Strategic Vision & Design Framework. The incentive requests are consistent with the City of Newport Beach Local Coastal Program Implementation Plan which provides that density bonuses, as set forth in Government Code Sections 65915 through 65917 (which includes the sections pertaining to incentive requests), may be granted for projects that offer units affordable to lower, low, and moderate -income households. As set forth in Government Code Section 659150)(1) the granting of a concession or incentive shall not require a local coastal plan amendment, zoning change study or other discretionary approval. Development Standards Waiver Request Government Code Sec. 65915(e)(1) provides that a city or county may not apply any development standard (including height limits) that will have the effect of physically precluding the construction of a density bonus project at the density permitted under the density bonus statute. The Mixed -Use H1-MM zoning specifies a maximum height of 26 ft. from the established grade for a roof with less than a 3/12 roof pitch which may be increased to as much as 35 ft. for properties in the Shoreline Height Limitation Zone through the approval of a coastal development permit application. The maximum height for the 2510 W. Coast Highway development is 35 ft. In accordance with Government Code Sec. 65915(e)(1) and as permitted pursuant to Section 21.30.060 of the Local Coastal Program Implementation Plan, the Developer requests that a waiver be granted for the 2510 W. Coast Highway development to permit a 35 ft. maximum height. Without this waiver, the project will not be able to accommodate the additional units permitted by the Zoning Code and Government Code Sec. 65915. Income Limits and Examples of Eligible Tenants for Affordable Homes Very Low Income Households are defined as households whose gross income does not exceed 80% of area median income, adjusted for household size. Table 4 below shows the maximum income limits for 2021 (effective through Spring 2022) as determined by the U.S. Department 12-448 of Housing and Urban Development and the California Department of Housing and Community Development ("HCD") for Very Low Income households with household sizes appropriate for the 2510 W. Coast Highway development: Table 4 Maximum Income Limits Very Low Income Units Maximum Annual Household Size Income - 2021/22 1 Person $47,100 2 Person 53,800 3 Person 60,550 Higher income limits apply to larger families; those families however are not considered to be a target market for 2510 W. Coast Highway, where the unit mix for the affordable homes is anticipated to consist of studios and one -bedroom apartment homes. The 3 affordable homes that Developer will provide will be rented to eligible Very Low Income Households. As shown in Table 4, Very Low Income Households includes incomes ranging from $47,100 per year for a one -person household to $60,550 per year for a three -person household. As such this could include retail and food service industry employees, certain City employees, school district employees, health care professionals, and other occupations which provide needed services to our community. In order to provide opportunities to workers to live in one of the affordable homes, the City could provide guidelines providing for acceptance of applications on a priority basis from classes of individuals who qualify under the income limits in effect. The guidelines could provide for priority treatment for local residents, City employees, employees of the local school district, and other categories identified by the City for priority treatment. Rental Rate Limits for Affordable Homes The 3 Very Low Income units shall be rented at an affordable rent calculated in accordance with the provisions of Section 50053 of the Health and Safety Code. Section 50053 of the Health and Safety Code limits affordable rent to 30% of total income for a Very Low Income household, as calculated in Table 5 below. That section also requires that the rent for a studio unit assumes a one -person household for rent calculation purposes and a one -bedroom unit assumes a two -person household. The rents calculated are then adjusted by a utility allowance as determined annually by the County of Orange Housing & Community Services Department. As of October 1, 2020, the reduction for the utility allowance is $141.00 per month for a studio unit and $155.00 per month for a one -bedroom unit. The utility allowance utilized assumes gas cooking, space heating, 12-449 and water heating, as well as electricity, water, and sewer, and trash fees which will be paid by the tenant. The maximum rent levels for 2021 are shown in Table 5 below: Table 5 Maximum Rents by Bedroom Count Maximum Maximum Utility Affordable Bedrooms Annual Rent Monthly Rent Allowance Rent Studio $11,205 $934 $141 $793 1 Bedroom 12,803 1,067 155 912 The Developer will enter into an affordable housing agreement, in recordable form, with the City prior to obtaining the first building permit for any residential unit. That agreement will ensure that the maximum rents for the affordable apartment homes will be calculated using the methodologies as utilized in Table 5. The rental rates shown will be updated prior to the commencement of rental activities and on an ongoing basis to reflect then current income limits, utility allowances, and any changes in applicable regulations and statutes. Unit Mix, Design, and Location of Affordable Homes While the exact location of each of the affordable homes within the 2510 W. Coast Highway development has not yet been determined, the affordable homes will be spread throughout the development to avoid concentration of affordable homes in any area. As required by Section 20.32.070 of the City's Zoning Code, the affordable homes shall be comparable in the facilities provided and in the quality of construction and exterior design to the market rate homes. Requested City of Newport Beach Assistance Financial Assistance The Developer is not requesting any direct financial assistance from the City of Newport Beach for this project. 12-450 Attachment C Post LCP Certification Permit and Appeal Jurisdiction 12-451 State of California Natural Resources Agency California Coastal Commission POST LCP CERTIFICATION PERMIT AND APPEAL JURISDICTION City of Newport Beach County of Orange Newport Beach, Tustin, Laguna Beach Quadrangles (portions) a G. ••w•m wne SOW, � br.InWecs Dry � E e Pev.+ry �, S C x,4 U•,K 5lrrdN trlrw� P+,4 Y g R + y g12q anei.or[ve c K ♦44 i S.P.mgr w crtw„R wr.r slter sa,,w mire g cm Was , .. c ti sat"�Chy, I ',,rrdxa...w ii .ssvriaaa[reuarNr„ 3 r Srerbrr.� II� I'I` r�.uatle orr.. r..e rrrwr dr.e ! 5 7 5nrf1,b1[a l,n.r � NrnitYlr i6r.e ' � � e n � n � -• s Fst5 vrar 5[r iN ,i ❑rre lyc ur- - A[iailra Avenun ff'h1� I..rrie � _ _ _ ael.a,o Drlrr j1. M l p," O, last bile +; a,rro v „c �[a ne tmak o t p _ k f - nnrtm il, vi ief?-�Iw�•z � [ . E ° � rr,..rr or,.,r-'� 8+rrhrrn - - - � funrvr•Srn,or - f�l I ---- if r �.. c •.. 3r. �, nn. � - _ ii! $<hnnl _ 4mraA'°m -il r � rn m. r 01in' _ - - . ego11e7 = I weuv [ Ary Irt;il mil map yylrayg ltw [xx'nrir iris far the City u' New-r Crn (rrrl9vic.Iion and gR ,rapnir lo-.-.li—I uduplcd by Inb Cah[unvr Coastal Calnresuon July 77, 2016 (r6 let Nun.e ���,Lb rye_ Tice Mapping Program Managcr ACKNOWLEDGMENT swx ul Caliturli� 1 o-wrrtyof _ _ San Frarr — on July 23.2016 belwa me. Jett G. 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Balboa y3 Peninsula "r �u'Y•1 uFl�//f `r NOT A PART rx 1 n .A rr rx •ter � `,C �'' Yt4� -..•• �r Pic` ., `/�/�'/� rl 7 �. --- Z. © OpenStreetMap (and) contributors, CC -BY -SA tN *The Appeal Jurisdiction shown on this map may include areas adjacent to streams C A L I F 0 R N I adepicted on the corresponding USGS 7.5 minute quadrangle maps that have been C 0 A 5 T A L Base map: (c) OpenStreetMap and contributors, 0 0.5 1 2 Mile channelized or otherwise altered. Pursuant to 14 C.C.R. §13577(a), channelized Technical Services Division - GIS Unit Creative Commons -Share Alike License (CC -BY -SA). ► streams not having significant habitat value should not be considered as a basis for C O M M 1 5 5 1 O fy rni■ Califoa Coastal Commission For illustrative purposes only. 0 0.5 1 2 Kilometer delineating stream appeal jurisdiction. GMB, DAR 04/2018 12-452 State of California Natural Resources Agency California Coastal Commission South Coast District Post LCP Certification Permit and Appeal Jurisdiction Index Ma p: County of Orange Cities of: Aliso Viejo, Costa Mesa, Dana Point, Huntington Beach, Irvine, Laguna Beach, Laguna Niguel, Newport Beach, San Clemente, Seal Beach i ,l City of ` Seal Beach Anaheim �",. r- Bay Bolsa Bay City of Huntington Beach 11N 0 2.25 4.5 9 Miles 0 2.5 5 10 Kilometers Index Map City of Costa Mesa -14 City of Newport Beach Newport Bay y I --.:tip � � •, � Ale1 _ f 141 �. x O R A N G E COU N T Y Cit of Iry ne y. ty of Alis Vi o City of ' , i city of Laguna Beach -`,� c" Laguna Nigue ,i City of Dana Point City of San Clemente LT_ 1 � , Copyright:© 2014 Esri 7// Permit Jurisdiction Note Note 1 The Appeal Jurisdiction shown on this map may include The coastal zone boundary depicted on this map may have been revised due to This area includes tidelands, submerged lands, and lands that are subject areas adjacent to streams depicted on the corresponding legislative amendments and/or minor boundary adjustments approved by the to the public trust or were subject to the public trust at any time. USGS 7.5 minute quadrangle maps that have been Coastal Commission pursuant to Public Resources Code §30103. The digital channelized or otherwise altered. Pursuant to 14 C.C.R. version of this Coastal Zone Boundary dataset (which is a conformed copy Appeal Jurisdiction §13577(a), channelized streams not having significant of the adopted inked version of the Coastal Zone Boundary) includes attribution habitat value should not be considered as a basis for that identifies each segment in which a boundary has changed as a result of This area includes lands between the sea and the designated delineating stream appeal jurisdiction. legislative changes and/or minor boundary adjustments. first public road paralleling the sea or within 300 feet of the Note 2 inland extent of any beach or of the mean high tide line if there Note 5 is no beach, whichever is the greater distance. Also included In addition to the geographic areas of appeal jurisdiction The coastal zone boundary shown on this map is based on a digital version of the are lands within 100 feet of streams and wetlands and lands depicted hereon, the following types of development are boundary depicted on maps adopted by the California Coastal Commission pursuant within 300 feet of the top of the seaward face of any coastal bluff. appealable throughout the coastal zone pursuant to P.R.C. to §30103(b) of the California Coastal Act of 1976 (California Public Resources §30603 (a)(4) and (a)(5): Code §30000 et. seq.), and modified from time to time by legislative amendments and Minor Boundary Adjustments. Both this depicted boundary and the digital version 1. Any development approved by a county that is not of this data represent conformed copies of the original adopted boundary and also First Public Road designated as a principal permitted use under zoning reflect subsequent legislative and Coastal Commission changes. In addition to the land area delineated, the coastal zone includes all offshore islands, and extends First Public Road 14 CCR 13577(i)(2) approved pursuant to the applicable Local Coastal Program; seaward to the State's outer limit of jurisdiction. 2. Any development that constitutes a major public Under the provisions of §304(a) of the federal Coastal Zone Management Act of "excluded 100 Feet from Stream Top of Bank works project or a major energy facility. 1972, as amended, from the coastal zone are lands the use of which is by law subject solely to the discretion of or which is held in trust by the federal government, its officers or agents. 100 Feet from Wetland Extent Note 6 Under the provisions of §30008 of the California Coastal Act as amended in 1978, "within federal lands excluded from the coastal zone pursuant to the federal Coastal 300 Feet from Top of Coastal Bluff In some areas individual parcels of land may be bisected by the appeal jurisdiction boundary. All development Zone Management Act of 1972, the State of California shall, consistent with applicable proposed federal and state laws, continue to exercise the full range of powers, rights, and it now or which may be 300 Feet from Inland Extent of Beach within the appeal area defined as appealable is subject to the Commission's jurisdiction. In addition, if a development is privileges possesses granted." proposed partly on the portion of the parcel that forms the Note 3 300 Feet from Mean High Tide Line basis for geographic appeal jurisdiction, and partly on the remainder of the parcel, and the Commission decides to hear This map has been prepared to show where the California Coastal Commission retains certification and appeal jurisdiction to P.R.C. §30519(b), and Appeal Jurisdiction (P.R.C. §30613) the appeal, then the Commission reviews the local government approved permit de novo including all the development that was post-LCP permit pursuant §30603(a)(1) and (a)(2), and §30613. In addition, developments may also be appealable authorized in the permit. pursuant to P.R.C. §30603(a)(3), (a)(4), and (a)(5). If questions arise concerning the precise location of the boundary of any area defined in the above sections, the matter should be Areas of Note 7 referred to the local government and/or the Executive Director of the Commission for clarification and information. This plat may be updated as appropriate and may not fd CertificationThe Deerreinclude boundaries shown on this map are not to be used for all lands where post-LCP certification permit and appeal jurisdiction is retained establishing or depicting State ownership boundaries or by the Commission. granted tide lands and are to be used in reference to the Development in this area remains subject to Coastal Commission original permit jurisdiction. Coastal Commission's Post LCP Certification Permit and Appeal Jurisdictions only. This map has not been approved Certified Coastal Long by the California State Lands Commission, is subject to change, and may not include all lands subject to the public trust. Any questions which arise, pursuant to the public trust, should be Range Development Plan directed to the California State Lands Commission. Development in this area either remains subject to Coastal Note 8 Commission review and approval, or Coastal Commission review of projects approved under a Long Range Development Plan. Development on Federal Lands requires a Coastal Commission Coastal Development Permit or federal consistency certification Coastal Zone Boundary or determination. -- City Boundary Orange County� Copyright:© 2014 Esri C A L I F O R N I A C 0 A S TA L C n M M 1 5 5 1 0 N Technical Services Division - GIS Unit California Coastal Commission Sources: California Coastal Commission, City of Newport Beach, County of Orange, Esri GMB, 04/2018 12-453 Project Site •;. Attachment D Project Plans with Photo Simulations 12-455 � f F 4p # .-M - y - a � s %m In f -Oil OF WMdb * T A ON i• I l 4 lie qop Go j I. fb �- _lpamp - a ; r y ti f * amp N6 41 AM W i' rt do y � 1 doe qp "D i dp -Edo Ad r 4000 AMP Wh 94� Alba f i Igo T dO do go 1 40 xAL s w 1 top A pppp- A-MOP� J* up dar 1 0. 0I M r do ■ , I 4 10JW6 Wb4L R ` r k -06 Or v 4bAp op ' rIp * Wo m •f w+ _ IF lb 4p f i is F M i+ AWO A a + # y # F + low a L 4 rt i qm ' ks - 4P AP � &L• . f lip Imp Ill Ph. y ` . i J *70 MP t • dp _AIIII.a up ff low I w IR pp J •� , * '006 i z > g �u�rn�rrai 3.2021 _ ---� Th -qq4q �t• k 14 Aft If 1p 411 r� , - PROJECT DATA DEVELOPMENT PARAMETERS SHEET INDEX ASSESSOR PARCEL NUMBER PROJECT ADDRESS APPLICABLE CODES GENERAL PLAN LAND USE ZONING DISTRICT TYPE OF CONSTRUCTION OCCUPANCY CLASSIFICATION LOT AREA BUILDING HEIGHT RECREATIONAL AMENITIES TRASH GRADING CUT/FILL 425-471-55 & 425-471-56 2510 & 2530 WEST COAST HIGHWAY NEWPORT BEACH, CA 92663 CITY OF NEWPORT BEACH ZONING ORDINANCE MU-H1 MIXED USE HORIZONTAL MU-MM MIXED -USE MARINER'S MILE FIRST 100' FROM COAST HWY CAN ONLY BE NON-RESIDENTIAL NON-RESIDENTIAL USES REQUIRED ON GROUND FLOOR; MIN. DEPTH OF 25' AT STREET FRONTAGE (20.18.130.C) PARKING GARAGE - I -A OFFICE BUILDING - V-B RESIDENTIAL BUILDING - III -A SPRINKLERED, NFPA-13 R-2 RESIDENTIAL UNITS B OFFICE SPACE S-2 GARAGE 42,821 SF (0.983 ACRES) REQ'D PROVIDED NON-RESIDENTIAL MIN. 0.25 (42,821 X 0.25 = 10,705 SF) 5,096 SF (11.9%) MAX. 0.5 (42,821 X 0.5 = 21,410 SF) RESIDENTIAL MAX. 1.0 34,746 (81.1 %) (42,821 SF) TOTAL 39,842 SF RESIDENTIAL: 26' FLAT ROOF <3/12 PITCH; 35' W/ APPROVAL OF DISCRETIONARY APPLICATION COMMERCIAL: 31' SLOPED ROOF >3/12 PITCH; 40' W/ APPROVAL OF DISCRETIONARY APPLICATION REQUIRED: 2,700 SF (75 SF PER DWELLING UNIT) PROVIDED: 3,897 SF 16-25 D.U. = 48 SF TRASH + 48 SF RECYCLING = 96 SF 26-50 D.U. = 96 SF TRASH + 96 SF RECYCLING = 192 SF 5-10K SF NON-RESIDENTIAL = 24 SF TRASH + 24 SF RECYCLING = 48 SF 10-25K SF NON-RESIDENTIAL = 48 SF TRASH + 48 SF RECYCLING = 96 SF 300 CU. YD. CUT 610 CU. YD. FILL +/- 310 CU. YD. IMPORT ZONING MU-MM MIXED -USE MARINER'S MILE TOTAL SITE AREA 0.98 ACRES (42,821 SF) MAXIMUM BUILDING HEIGHT 26' FLAT ROOF; 35' W/ APPROVAL OF DISCRETIONARY APPLICATION TOTAL NUMBER OF UNITS 36 NUMBER OF MARKET -RATE UNITS 33 NUMBER OF VERY LOW INCOME UNITS 3 BUILDING AREAS - NON-RESIDENTIAL OFFICE SPACE 4,986 SF RESTROOMS 110 SF TOTAL 5,096 SF BUILDING AREAS - RESIDENTIAL UNIT COUNT SF/UNIT SUBTOTAL STUDIO 8 484 3,872 SF ONE BEDROOM 22 658 14,476 SF TWO BEDROOM 6 878 5,268 SF COMMON AREAS, SUPPORT & CIRCULATION 11,130 SF TOTAL GROSS AREA 34,746 SF LANDSCAPED AREAS GROUND FLOOR 1,370 SF SECOND FLOOR DECK 2,715 SF TOTAL 4,085 SF OUTDOOR RECREATION AREAS SECOND FLOOR DECK 3,897 SF TOTAL 3,897 SF PARKING SUMMARY RESIDENTAIL - REQUIRED PER CITY OF NEWPORT BEACH MUNICIPAL CODE SECTION 20.40.040 UNIT COUNT RATIO REQ'D PKG STUDIO 7 1 7 STUDIO - AFFORDABLE 1 1 1 ONE BEDROOM 20 1 20 ONE BEDROOM - AFFORDABLE 2 1 2 TWO BEDROOM 6 1.5 9 TWO BEDROOM - AFFORDABLE 0 0 0 TOTAL 36 39 COMMERCIAL - REQUIRED PER CITY OF NEWPORT BEACH MUNICIPAL CODE, SECTION 20.40.040 - STANDARD OFFICE USE REQUIREMENTS NET FLOOR AREA RATIO REQ'D PKG 5,096 SF 1 PER 250 SF 21 OVERALL TOTAL REQUIRED STALL TYPE TOTAL VAN A.P. (9'X18') STANDARD A.P. (9'X18') STANDARD (8.5'X17') TOTAL 2 2 56 60 OVERALL TOTAL PROVIDED STALL TYPE TOTAL VAN A.P. (9'X18') STANDARD A.P. (9'X18') STANDARD (8.5'X17') TOTAL 2 2 61 65 SHEET # SHEET NAME GENERAL CS-1 COVER SHEET G-1 PROJECT SUMMARY ARCHITECTURAL A-0.1 SITE DEMOLITION PLAN A-0.2 SITE PLAN A-1.1A LEVEL 1 COMMERCIAL FLOOR PLAN A-1.1 B LEVEL 1 RESIDENTIAL FLOOR PLAN A-1.2 LEVEL 2 FLOOR PLAN A-1.3 LEVEL 3 FLOOR PLAN TYPICAL UNIT PLANS A-2.1 A-4.1 EXTERIOR ELEVATIONS A-5.1 BUILDING SECTIONS A-6.1 IMAGERY STUDIES KEY MAP A-6.2 IMAGERY STUDIES A-6.3 IMAGERY STUDIES A-6.4 IMAGERY STUDIES A-6.5 A-6.6 IMAGERY STUDIES IMAGERY STUDIES CIVIL C-1 TITLE SHEET, GRADING NOTES, ETC. C-2 PRECISE DRAINAGE PLAN C-3 EROSION CONTROL PLAN & SOILS REPORT RECOMMENDATIONS C-4 TOPOGRAPHIC SURVEY C-5 C-6 C-7 PRELIMINARY UTILITY PLAN GRADE ESTABLISHMENT PLAN CONSTRUCTION POLLUTION PREVENTION PLAN LANDSCAPE L-1 LANDSCAPE IMAGERY L-2 LANDSCAPE SCHEMATIC PLAN L-3 GROUND LEVEL LANDSCAPE PLAN L-4 LEVEL 2 LANDSCAPE PLAN L-5 LANDSCAPE NOTES AND PLANT PALETTE tU N ,VENUE FUTURE PROJECT AR NORTH S P/�CE� INVESTMENT PARTNERS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT PROJECT SUMMARY G-1 WESTGROUP 07/13/21_ S I G N S ARCHITECTURE I PLANNING I INTERIOR DESIGN 12-457 I I- ll - ,- - - _ _ __AVEtWf-- - -TUsof-'I"', _ 1, -"-�-,:'',";,"",",-,�,,-,,�,' _"� , , - - I_'- - ' , 1 , ' -1 _—, ,_ - I'll- "'_" I - , . - I � - , " -, , - -1 ''I - I- -",'-,,-,;,, _'l _' �""'''' -"-, I I '_ -1 " - I I 'Is "' �_' 1, " '' 4, 1-;1'' _11 —1-1-11 '_� -1-l"""'I'l- , � _ I I-- ." ""I -''-''" - , , ',-, -,_" , 1, I _�:'_' _: �' ", , _', '�''_";" ''I"'', :'_ _ - - 11 I , , '_1 - , - 1, ,_ " I - , - '71 11, " _ _ 2540 WEST o 116 TUSTIN AVE. 120 TUSTIN AVE. 124 TUSTIN AVE. _--__ - COAST HIGHWAY - - -_ __ _ _ _ . -_ , - , .�__"'_ I'', L__ L--L--L--L-- — -� - I , "''I �1 // �7 �r o 11 - 111 �/ I I II �I II II II II II II II II II II 0 1 / , DN.O II 11 11 ' I'1 /� I 1 II i % 11 1•' - - -- ,11 EXISTING ONE-STORY // 11 ___________ 11 �� �� ,� 111 �'I �� �'I �� �'I �� �'I �� �� 11 1� �I // J �T �� h�� �I 11 11 II 11 11 11 II 11 11 11 II 11 1 u BOAT SALES OFFICE �/ 11 h1 , 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 — 11 / 11V,% I 11 1 ,' I' - _ _ {I �/ �� 11 % 11� 11 11 11 11 11 11 11 11 11 11 0 I I ', ;' I // u LJ VI -1 u u u u u u u u u u u u u u u u u u u u 1_1 -- - j / -- —1—I ' , II DN.01 11 ,1--,—,— II �� —1—I-1 11 11 /."'';'; ,', ,' I'. „'i I 1-1-11III , 1 1111 111 1-1-1-1-1 -, • -, 1 1 I-1-1-1- --1—I-1- - :II III ,•'I I III 1-1-1-1-1— `,' • - 'A I I L ' l DN.O DN.O DN.O DN.O DN.O 1-1 — — 1 — 1 it 11 I EXISTING 1I-1- 11 IL 1 ��—1-1-1-1-1—' 1—1-1-1-1-1-1—� it --------- -� �� —� �� — , J PARKING AREA „ — — I — I - •_�1 ��,...,_�11 - -.t- _- _— _ `�' - _ - - - - _ - - _ - — - _ _ - — _1_1_1_1_1_1_ - - - — 11 �I—————I—I— - - - _ _ - - _ - - - iG - _ - - _ - - _-_ - - _ - - - - - - i — _ - - - - 11-1—-1—-1—I-1— - _ - _.� — - _ - j,L J' LJ,-'< -,: _ i - 11- 1 �1-1�1-1�1—I�I—� - _ _ 11 11.1_ _ —I—I—————I—I- - - - 1 -----'-- —�---- = --- ---�-- —--_'-----`—'—�� — _ _ —I OI—I—I—I I — .- . ,, ,_ - - - - — — — — — — — — — - - - - - - - - - - _ _ _ - _ _-_ - - 11————————I—I— - - - - - - - - - - --- - - --————————I—I— '-�_ - - - - - _ - _ _ _ _ -- _ _-- 11 _I—I_I—I_I—I_I—I_I—I__•_c _ _ - _ _ _ - _ — — — — J 1——1-1-1— —1— —1— —I - - - - - -- - 11, - - - DN.O = —�— -- - - -_ — r ��� %h -� ' �'`' - - �•.,'i_' ;'• —_ —_ _ _ —r_ �_� — i )I �� 11 11 11% ;>:,' :'_� _ n n n n n n n n n n n n n LI— — — --- — -- — -- — v --, —�� — ---,-- -- `,---�-_— &-%� �i�I 11 u u u u u u u T v�� u �11 \i \i n DN.O % Ai I r i 11 11 11 " i-- 11i� %I 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 0 p 11 11 11 11 = ,'� 11 11 p 11 11 11 11 - r_ �I', -`;- I � II 11 11 II 11 11 11 II II 11 11 II 11 11 11 II II 1 1 J1 u u u u u - , } t- , ',;-; ,'�1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 0 u ,�— � ` ' IC — ------L ---- ----- ---- —� ---- ---- — -- -------$---- -- L—-----�---- �— �— �— �— �——----------�———-----L , , i 4 11 11 11 11 11 11 rn '._<II _ - _-- - ',11 r----------------� �__� 'll , ' 1, �1 11 I E N --, - _ ' II _ _ --- °I I'l EXISTING j1 I 1 11 11 11 11 11 11 11 11 11 11 11 11 - - 11 I I 11 11 11 11 11 1 N E T RY - O S O '1 0 I 1 1 - 11 I I II II II II II - '1 ., 1 EXISTING - - I I 1 S G a 11 11 11 11 11 - r 1 I I 1111 W - B AT ALE 1 O SALES I ul = PARKING AREA ''^^ V -r • . • - -•-- � la 11 �=— 11 OFFICE 0----------� '1'1 z � I '1� . -::. ,-, . O -A ' I I 11 11 11 11 11 11 11 - �`-`, �1 -_J I I ','� _ "111 I R I I i11 11 EXISTING BOAT III 11 i1111 U - - i ,. , .: ` u' DN.O I I DN.01 I I 11 11 11 u u I --- t ,I I1 I 11 11 11 PARKING AREA 11 11 11 I X I " - N - - ,�LL�------------��--� W - O `-',-III 1I I 11 F — � 'l" -1111 11 11 11 11 11 e ' ':. 11 I c . , 11 I I I 11 11 11 11 11 11 (n 0 I I + 'y'__ t � -- ; - .- 11 I I I u u 11 EXISTING - _ -- 11 STORAGE SHED - 1 1@ .11 DN.O DN.O 71 11 11 11 11 11 0 oloo ,II II 11 11 II 11 11 - , �= ------- J(� � � 1, 11 ', _•,I I L J II II II II II II 1 — n — J---_----------------------------�--� iii- 1 I ° ° ° ° ° 1- u u 11 u u 11 - - - _ 11 11 11 III u , , , <' II I II II II II II III I -- - - _ -- - _ - - - �k -, " I , - , , � ,,, �"'� I , , ,- 11 11-1 I 11 " 11 I iii - - -_ - -_ - - u LJ u u u u m - 24 WE T PL 1 RI[�. _ _ 36 S A�, GROUND, A T HI HWAY11- - AREA. -_ _ - - - - _ COS G V'_,"I", "I", "�' _�" 1'111'�"""111""' ,,"':","I "I " - "'I" - ' - " ' "' I'-- I - I , , - �"""""" "'I"', "I"I'll"I'l "'I"."', 'I, , , , I- , , � " , 0' ; , - - - , I - " , , " , , I I" �11'1""""""" "'I'll"I'll "I""""" ",",'I",-,",",",," I - � , , � �- , - -, , - " ' ' "' ' ' , ' � 11 SN# DESCRIPTION DN.01 DEMOLISH AND REMOVE EXISTING BUILDING DN.02 DEMOLISH AND REMOVE EXISTING CONCRETE WALK DN.03 DEMOLISH AND REMOVE EXISTING STAIRS DN.04 DEMOLISH AND REMOVE EXISTING HARDSCAPE DN.05 DEMOLISH AND REMOVE EXISTING SITE WALLS DN.06 DEMOLISH AND REMOVE EXISTING ASPHALT PAVING, TYP. DN.07 DEMOLISH AND REMOVE EXISTING CONCRETE SWALE DN.08 DEMOLISH AND REMOVE EXISTING CATCH BASIN DN.09 DEMOLISH AND REMOVE EXISTING FENCE If NORTH rnn 1/16" = 1' WESTGROUP 2510 W. COAST HWY LLCA-0.07/13/21 D E S I G N S SITE DEMOLITION PLAN 1 0 16 32 48 N V E S T M E N T PA R T N E R S MIXED -USE DEVELOPMENT ARCHITECTURE I PLANNING I INTERIOR DESIGN 12-458 F.H. --_- I • I I I 1 I I I 1 I I I � 0 rn 1 IN 1 I I I _ I I I 1 I I 11 I� N_ 1 I I NEW CITY THE 1 SEE LANDSCA I I I -- 1 I CAL -TRANS L TO REMAIN - N PROTECTIN 1 NEW CITY SEE LANDS OI I U) 1 z I I 1 I 1 I I I 1 I I I 1 I I I I I 1 I MECHANICAL COMPRESSOR UNITS FOR APARTMENTS ABOVE EXISTING RETAINING WALL TO REMAIN - ► PROTECT IN PLACE ;.1' . ; ; '„ ' //V/ / � � /�AA/�AA/�AA/�AA// //V//VA/VA VA/A/A i _ i _ i i i i ,,. •, . , p j j- :1 CITY TREE TO REMAIN - o ( \vvivvivv vvivviv PROTECTN PLACE 00 '1-1-�---I-T-I I -I-I- { -- --- ---- 2 °o" 8" 0 108' - 10" RESIDENTIAL: - //v R-2 OCCUPANCYLo T;•"� �':�: •,"y TYPE III -A CONSTRUCTION 1 P E ABOVE PODIUM ". TWO STORIES 1 F.D.C. /wvwvwvwwvwvwvivv - PARKING GARAGE: • S-2 OCCUPANCY v v!� TYPE I -A CONSTRUCTION 2' Cr o� A-4.1 3 /\\ ONE STORY AT GRADE 12' - 0" 0 I GHT -� c� PLACE ; `•, t" - `� vv/vv/vv v v f• OFFICE SPACE: TREE - ii I -•` - \ B OCCUPANCY CAPE ; •_. -.- • . /i,. I ✓i/ \/i\/i\/i\/i / /i\/i / e/% \ 5,096 SF 12' - p„ DEDICATION �H , 4 ............... .................. R of Q 13 - 98 8 _AD_�_AC2436 WEST 'PLAYGROUND' NTN DCOA T HIGHWAY " -- -- _ -- - .- - - - - A E 2540 WEST 116 TUSTIN AVE. 120 TUSTIN AVE. 124 TUSTIN AVE. COAST HIGHWAY 65'-7" 38'-2" 133'-5" 82'-1" 6'-911 - =.H. 4 F'L ,r SITE PLAN LEGEND F.H. �_@H FIRE HYDRANT LOCATION, VERIFY LOCATION WITH CIVIL DRAWINGS PROPERTY LINE. VERIFY LOCATION WITH CIVIL DRAWINGS AREA DESIGNATED FOR FIRE ENGINE & EMERGENCY VEHICLES CONCRETE WALK NORTH I 1 I I N I 15.66' ANTICIPATED FLOW LIW lIl 0 85 - 11 EXISTING RETAINING WALL TO REMAIN - PROTECT IN PLACE UNTIL ROAD EXPANSION FLAT WALK 0 pEp�CATION . ,; 6' 16.08' (E) FLOW LINE 4'_0 10 I _0,l r. T 0 _o - 1 - T -_ N M E S E E E A R T U - F U TM NVESTM E NT PARTN E RS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT SITE PLAN A-0.2 1/16" = 1' 0 16 32 48 07/13/21 WEST D E S ARCHITECTURE I PLANNING I GROUP G N S INTERIOR DESIGN 12-459 1 I - , _ - - 1 - -- �F.H. - ', - , /// ///- /v/iv/ivy/ iv v/iv/i�� ,: /\/�/\ \/\ \/�, \\ice\i/�\i/� `'=`' i/�\\\/ \\/�\ \i/�\i \�/�\ I'll ; ; � ; v/,v/,�!i /v/iv/ /iv - / /v = � ; ' vvi` = v vviv�iv� vv� _ - /VAr _ � /VA/�A/�A - - _ - -- - - , - \// ti \//\//\//\ _- _ %/�A%/�A �A%/��%/��%/��% - - -- - -- --- -- - //\// /\//\//\//\ - _ - • _ v, 1 III- -- ------ --- -- - _ - _ - s 0 1 _ _ - _ -1 I - - -iN.: --- - ---- __----•ti -- -- - - -- _--- , - _ ---- _ - \�\- ."- / - /// - - --- -- , //�//��//�//�//�//�// -_ - - - -- --- , 2 -- - - - -- - � - - A-5.1 /�AA�AA/AAA/ ; - \ // // //� . - _ -_ -,, - - , - -_-- __ - \, F.D.C. ---_- ---_ -�` _ _ �= 10.7 - -, -- - - _- -_ . - _ ;_ •_�- _ - -- - _------_ = _- _ - -I'll - - - _-_- __ �� /�\ - _ -- __ -- -- y v vvv -_ - _---_ - - - - : \vvvv� _ - _ _ -_ -' VAjA�/' 1 = -- - - --_ - - - -- - -' - r , - - - - - - _ - - - T - -; I , - -- --_ - � , - - - - , \\ \\ - - \\ �����I "r - ,�� \� \//\//\//\ a - N '-5 N N 1 00 N 18'-2" 104' - 4" 18' - 1 1 " 5 _' . 14'-4" 2' - 011 MQ171IIIIIIIIIIIIIII �o]Qi]Y TYP. TYP 29'-7" 7'-0" 14'-11" i 1 9'-0"4-21-0" TYP. - - _ _ - - _ - ,1``, -1. - - -_ - - - - - _ - - - - h.- _ - ��•` - �r- - _ - - - -7 -4 -:7 -7 - , -- �' - _ - - -- ----- -_ - - -_ - - - -- - ,- -�"_,' , - - -- ---- - - - - - - _ _ _ -_ - _ _- - _ _ _ _ _ _ , - - _ - _ _ _ �n - _ - _ - -- - - _ - -- --_- _- - -- - - -- _ -. -- -- _- - o -_ -- --- -- --- - - - -_ MAIL ° - _ -- - _ ECH M - _ - 7 F NI IS 6 S S h' 130 SF — \ 4 SF 54 S - ° - _- -- --- - _ ,_ _ 17, ��i®� ®aa� - -- - - - - lo, LOBBY ELEV _ ®--- - _- - - - - - 596 SF a, in _ _ _ - __ . _- i - , COMMERCIAL FIRE AND SMOKE , 00 TRASH CURTAIN -_ - ,- Lo - " _'_'� '-' I - r - e Ld ,, - I "I 4 7 , 11, I , , -1 I . "-,-, ":, - _" _,; I ,,�, _�', " � ", - - - - , , - 1 - 11 . " oaopo Niot� 1 QQ aoo°ao � 000©o 0 Odopoyy a Q\o OFFICE SPACE -r oap 4972 SF • : 1 ,7 �1'1_"" "111,","1"11,"_""_ I I I �� , I I I I", � � , I , , . I . , I '' � , , I , � , I 0 60 r It N M (V I N , b) 11 0 ti -----_ -- - -_ " [A _ - - 18'-0" rn _ __ - _ -- --- WET __- - ----_-_--, _ - - STAND _- - . - ----- - -_- -_ _ _- _- - PIPE - :11,11,11"', E1,11", -,- , )-, `�_, - -, ,,- , �' -, , - , 7 , , , , - , -, , , 63 iv. -- - -_ -- - - - - _ - - - - - , - -- - - - - - - -_ -- - -, -_-- - - ---- - -_- - 4- -- - -, - - - -- - - - - - - - - - -_- �-� 9 6 - - _ _ _ - _- _ - _ _ _ - -- --- _ _ _ _ - _- _ - - - _- - _ -- - _3, . - - - - _ _- _ _ _ _ _ - - -_ - _ --_ - --_ - - - - _ ; _ _ _ - -- _ -_ _- -_ _ _ _ _ _ _ _ _ _ _ .�--' _ _ - NORTH 2 A-5.1 1 ,NA -5.1 SP/�CEm NVESTM E NT PARTN E RS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT LEVEL 1 COMMERCIAL FLOOR PLAN A-1.1A 07/13/21 WEST D E S ARCHITECTURE I PLANNING I GROUP G N S INTERIOR DESIGN 12-460 3 A-5.1 MECH ;... 255 SF `y , a? 16 26 pa_ o- - ;." 21 181-01' Cy) ' 4- o rn Ooi9 --------------------'•:, 38 29 V ELEV N=1 NOo = _ TIRE AND SMOKE= CURTAIN = _ -- - 2 LOBBY __ _ _ _ _ 2 5 ° ° SLOPE DOWN ;'_:,. 416 SF 5 ) 8/0 ov 5 -2 _ NyYvyYil �i���i��i���i���i��ii���i���i��ii��ii���i��ii SLOPE DOWNii��i�ii��i��i�ii�ii��i�ii� �i �i �i �i5 /oi �i �i iy��i �i ii �i �i ii ii �i ii i� TRASH ,j,o��j���j,��j���j���j,��j� -_ _ "_• „_,. ao co SLOPE DOWN ° � 5°/ 2 % Ll SLOPE DOWN 16'-311 10% 14'-2" 41_011 9'_811 31'-5" 12'-1" r 2% 1 2' _ 5" 2'-4" A-5.1 A-5.1 % N 11 4, ro 9'-2" 2'-0" 9'-0" 8'-61' 9'-0" 2'-0" RAMP DOWN co= TYP. =TYP. TYP. I 6% K` 10 "' EASEMEN -; 63 49 ����������i �TUFZE ROAOK 1. NORTH SP/�CEm NVESTM E NT PARTN E RS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT LEVEL 1 RESIDENTIAL FLOOR PLAN A-1. 1 B 07/13/21 WEST D E S ARCHITECTURE I PLANNING I GROUP G N S INTERIOR DESIGN 12-461 v 1 A-5.1 7' _ 6„ 1 BED 29' _ g„ 1 BED LOBBY FIRE AND SMOKE CURTAIN 25'-5" J J r coo zo SHAFT j� ELEV / R 27' _ 6" 11'-0" -6' _ 11 STUDIO ELEC M 17' _ 6 STUDIO i J, 1 BED 130, _ 4',; 23, 1 BED �L J SW 1 BED 1 BED STUDIO REC ROOM �� / _O 12' - 9" 5' - 6" ILA u 00 DRINKING ti FOUNTAIN o STOR e a O I—I— -1 L 0 �d 74-1 —I—I—I t I —I —I —I —I—I—I —I—I—I I —I —I —I I —I —I —I 1-1-1-1 2 BED � O I —I —I —I II —I —I —I ❑ 1 — I —I I —I I —I —I —I -- I—I—I—I —I—I—I I —I —I —I 1-1-1-1 1 B E D I —I —I —I I —I —I —I II�I�I�I I 11III1I1 AA//A//A/ STUDIO II ;� Il ;� 1 �\ice\ice\ice\ice\i 1 B E D 1 BE D _ \\ E22' _ g„ -I-I-I 1 vv�vv�vv�vv vv�vv/ v/vvv I I � I � I � I /v/vv/vv/vv /vv/ vv v v/vv/vv vv v /vv/vv v OFF v/v/v _ vvivv /vvivvivvivvivvivvivvivvivviv ' /vvivvi /vv A/ I I I VA%AA%AA 23' g„ %AAjAAjAAjAAjAAjAAjAAjAAjAAjAAjAAjA VAjAAA VAjAA \jA%iA�jAAjAAjAAjAAjAAjAMjA�jA�jA�j/ `V�jAAA V�jAA O 7' -6 "iwwvwvwvw�����������/����w� v/ v/ v/ v/ v/ v/ v/vv vv/v vv vv vv vv vv vv vv vv vv vv vv vv/ v/ v/ v/ v/ v/ v/ v/ v/ v/ v/ v/ v����w O 1 — I — 1 — I VA VA VA VA � AA VA VA VA VA VA VA VA \ VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA \ VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA VA \ —I—I—I \\/�\\/�\\/\\\/\\\/�\\ I —I ``` ``` ` II— I —I O III= ———————————————————————————————————————————————————————————————————————————————————————————————-1-1——————1-1-1-1-1——1-1— 1——————————————————————————I——I 24'-3" 5'-6" 41'-3" NORTH 2 BED 6'-9" 6'-6" - 'c) 1 BED C C 2 BED 35'-9" M 0 CV ELEV OPEN 1 A-5.1 Tm INVESTMENT PARTNERS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT LEVEL 2 FLOOR PLAN A-1.2 WESTGROUP 07/13/21 D S I G N S ARCHITECTURE I PLANNING I INTERIOR DESIGN ,2-462 __FIRE AND SMOKE CURTAIN SF)/Ak(:E TM INVESTMENT PARTNERS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT LEVEL 3 FLOOR PLAN A-1 .3 07/13/21 WEST D 7- S ARCHITECTURE I PLANNING GROUP G N S INTERIOR DESIGN 12-463 I o„ wm TYP. 2 BEDROOM 3 1/ 11'_2„ TYP. 1 BEDROOM M V) 17. _ 611 TYP. STUDIO UNIT SF)/Ak(:E TM INVESTMENT PARTNERS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT TYPICAL UNIT PLANS A-2.1 1/4" = 1' 0 4 8 12 07/13/21 0 WESTGROUP D :_: S I G N S ARCHITECTURE I PLANNING I INTERIOR DESIGN ,2-464 ry O O J LL 0 W 2 Z LL 15 O ry LL cM 0 O J LL 0 W 2 07 Z LL O n, LL 00 (y) 2 NORTH ELEVATION 1/8" = 1'-0" --------------- 111�_ � mini] ii �1■i■ 9 _ 171■ _ ��■�-�1 Imm 941 "Ora 31, Omni WE .■ ■ .... ■... .. ■.rp. ... _■�InI I�����I i N.01 4 1/ SN.03 SN.03 1 EAST ELEVATION ry O O J LL 0 p LLI 2 U) M z_ LL O LL .01 WEST ELEVATION SN.06 BEYOND at 01 3 SOUTH ELEVATION ■"' (II�III� �� IJIJII T SN# DESCRIPTION SN.01 VERTICAL SIDING - WHITE SN.02 VERTICAL BOARD AND BATTEN SIDING - WHITE SN.03 HORIZONTAL SIDING - WHITE SN.04 HORIZONTAL SIDING - GRAY SN.05 STANDING SEAM ROOF - ANODIZED BRONZE SN.06 WOOD PLANK PEDESTAL PAVING TILE SN.08 POUR -IN -PLACE CONCRETE SN.09 PLASTER CEMENT - WHITE SN.10 PLASTER CEMENT FOAM TRIM - WHITE O O J LL CV LLI 2 ch N z_ LL 75 ry LL O J LL N = N Z LL 2 LL S F)/Ak(: E TM INVESTMENT PARTNERS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT EXTERIOR ELEVATIONS A-4. 1 7 2�VDDWESTGROUP 01/3/ _SIGNS ARCHITECTURE I PLANNING I INTERIOR DESIGN 12-465 j1k ROOF_ l4t33'-Oil L% 3rd FLOOR 221 - 011 jk� 2nd FLOOR W11'-0" j1k 1st FLOOR 0' - 0'1 (46.26' - 35'-0- ABOVE GRADE) (35.26' - 22'-10- ABOVE GRADE) (24.26' - 11'-10- ABOVE GRADE) (13.26- - 10" ABOVE GRADE) 3 BUILDING SECTION C-C 1 " = 10'-0" O Lfi co (46.60' - 33'-2" ABOVE GRADE) ROOF 33' - 0" (35.60' - 22'-2" ABOVE GRADE) 3rd FLOOR 22'-On (24.60' - 1 V-2" ABOVE GRADE) 2nd FLOOR 11'-0" (13.69 - 2" ABOVE GRADE) 1 st FLOOR 13.41' ESTABLISHED GRADE) 0' — 0'1 will- 1 ■ !�� I - - ® t "P � ■� ill�il � 1 ■I ■I■ 1 � —'FF'bRRID'OR' LOBBY" — -- III■II ail ■i■ I UNIT UNIT 1�11�1��UNIT .00 CORRIDOR RESIDENTIAL RESIDENTIAL RESIDENTIAL `-C1 ! lil� • • - 1 .:. - .. ! - 1HillIr ■� .1 1 Ki ,■ I�� III■II - .. • • - 1 . � �1 i1 �1� ■� � __ I. _ ■1� 14� � 1 I - -•• CORRIDOR - ■ - ■ - ■ •-- ■•- • I ■II � _ UNIT UNIT UNIT • • • - 1 :• . I■ I I I� ■ lip• il� - - ■ I�' _ _ 1 :• -•. • • • - 1 1■■�I MINESso _ ■ ■ V, I 1 ■■■■■■■■■■■■■■ soon on u ■■■■■■■■■■■■■■sonnonsonson ■ .1 :. -•. • • - 2 1.1 = 10.41 BUILDING SECTION B-B ilk • • �IEVA �1 Illlli 1 �,y�...,--------- 331 Oil ■II■I�' ■I■I- ■II■I , BIN DIMENSIONS w — - — — -- —. I INo 11111111I I I—��■■■I I■II■� ■I■I ■II■I • IN IMME IM UNIT UNITI UNIT ''UNIT, ALO,, 3rd FLOOR I Oil 2nd FLOOR � 11'-0" 1st FLOOR � 0'-off _ RO� 1 :•GRADE)sABOVE GRADE) MOMA111111111111110 ONE_■II■��■ ■I■I- ■��■I - MISS MISS 1 1 - 116, -- M No MIM COMMISSIONS! 0 I IIM ■III e �1 Ip ■■■ ■ I � : ■■ ■I I� ■ 1" ABOVE GRADE)- IIIIIIIIIII 1 0ABOVE RA co COMMERCIAL SPACE-,- _. _ ������� ■aim— � min■mi. � �� ■ ■■ �■�:: . 1 ` : • - • . 1 1 " = 10'-0" BUILDING SECTION A -A 1 st FLOOR 0'-0" TM INVESTMENT PARTNERS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT BUILDING SECTIONS A-5. 1 I MM WESTGROUP 07/13/21 D E S I G N S ARCHITECTURE I PLANNING I INTERIOR DESIGN 12-466 ►7, SP/AtCEm I NVESTM ENT PARTNERS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT IMAGERY STUDIES KEY MAP A-6.1 07/13/21 v WEST 0 D=s ARCHITECTURE I PLANNING I GROUP I G N S INTERIOR DESIGN 12-467 il �-7 4 %IN Jr pip, ppri - :40 - , �tx, W. LA-11 A YKIIAlli Orr ,p Arl IF '0110i Ar Of 'Alp J lky ff4 !!Ws- A'j a 0 0 WNW! EOoR lm I Ld rI r.� ' + - ys � .e' + 10P Won — 4 !• rmo IAMW Ty �`` _ I ; Ir i sAl �•; .a: I" It �n r AL AT IM =jWI�'A All 0 0 0 w NO I&$ ffi�1l16 17-5ri " 1 W-4 I "4—M -:14 z 'Pe WIN owls -,A,. 7,' P- AM4 SEW" F1 IL - M .49 ;11,111lm ... . FM" Rig k TV- 1FIFw W1�1.1 44#44 04, 1 T pk� "Ilk 46 3� Molar kk 'MOAN POW, Ago. Ai n M. n _7 7� �._s 67 i I OLA C 4 ion �W1110-4 vw_ vow r--- ---- - --- �7 Wo flJ OFF" fir N-W now." 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'� __ �-� ''''►�,� y� �R"Y. ., r• r�'' f•j'�..M1.,v •t�4 ..:'" '' S lr,aE. Y:.. _. _. ; - � �-m a.-- ,: .ter- c �.,.`.; _•�, �_ f..aC,. "`'J - ]- .... ... - - ... 4 1 � j:l' �I -- �i} �F !� + 'rC•^ � I .. .. W—r•-r = $ - `�. • � • � r - � '� .. �.�,�. r. '�.'r:�:; - Kk. •�.-..+�"' �;, :: vr'• ''r �. - .- ,._ _ _ t i Is � �A[� •. -..^ tip' � ... � •. y'.- T - s...� — Al -1 �I - .. �- - - Ir� _ - �,t •fin T'jil AMW 1040 inW40 eY.. 11 1r General 1. All work shall conform to Chapter 15 of the Newport Beach requirements of the permit. 2. Dust shall be controlled by watering and/or dust palliative. 3. Sanitary facilities shall be maintained on the site during construction period. 4. Work hours are limited from 7.00 AM to 6:30 PM Monday through Friday, 8:00 AM to 6:00 PM Saturdays, and 10:00 AM to 6:00 PM Sundays and Holidays per Section 10-28 of the NBMC. 5. Noise, excavation, delivery and removal shall be controlled per Section 10-28 of the NBMC. 6. The stamped set of approved plans shall be on the job site at all times. 7. Permittee and Contractor are resposible for locating and protecting utilities. 8. Approved drainage provisions and protective measures must be used to protect adjoining porperties during the grading operation. 9. Cesspools and septic tanks shall be abandoned in compliance with the Uniform Plumbing Code and approved by the Building Official. 10. Haul routes for import or export of materials shall be approved by the City Traffic Engineer and procedures shall conform with Chapter 15 of the NBMC. 11. Positive drainage shall be maintained away from all building and slope areas. 12. Failure to request inspections and/or have removable erosion control devices on -site at the appropriate times shall result in forefeiture of the construction site cleanup deposit. 13. All plastic drainage pipe shall consist of PVC or ABS plastic and either ASTM 2751, ASTM D1527, ASTM D3034 or ASTM D1785. Erosion Con trot 1. Temporary erosion control plans are required from November 15 to March 15. 2. Erosion control devices shall be available on site between November 15 and March 15. J. Between November 15 and March 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day whenever the daily rainfall probability exceeds 50 percent. 4. Place gravel bags, two bags high, as shown on plan between November 15 and March 15. Erosion Control 1. Temporary erosion control plans are required from October 15 to May 15. 2. Erosion control devices shall be available on site between October 15 and May 15. J. Between October 15 and May 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day whenever the daily rainfall probability exceeds 50 percent. 4. Landscaping plans shall be submitted for approval, work completed and a certificate of conformance received by the City Grading Engineer prior to closure of permit, unless waived by the City Grading Engineer. 5. Temporary desilting basins, when required, shall be installed and maintained for the duration of the project. Documentation 1. An as -built grading plan shall be prepared by the civil engineer including original ground surface elevations, as -graded ground surface elevations, lot drainage patterns and locations, and elevations of all surface and sub -surface drainage facilities. He shall provide written approval that the work was done in accordance with the final approved grading plan and state the number of yards of cut and/or fill moved during the operation. 2. A soils grading report prepared by the soils engineer, including locations and elevation of field density tests, summaries of field and laboratory results and other substantiated data and comments on any changes made during grading and their effect on the recommendations made in the soils engineering investigation report. He shall provide written approval as to the adequacy of the site for the intended use and completion of work in accordance with the NBMC. 3. A geologic grading report prepared by the engineering geologist, including a final description of the geology of the site, including any new information disclosed during the grading and the effect of the some on recommendations incorporated in the approved grading plan. He shall provide written approval as to the adequacy of the site for the intended use as affected by geologic factors. ADDITIONAL NOTES rig O8lbu� 1. Graded slopes shall be no steeper than 2 horizontal to 1 vertical. 2. Fill slopes shall be compacted to no less than 90 percent relative compaction to the finished surface. 3. All fills shall be compacted throughout to a minimum of 90 percent approved by the soils engineer. Compaction tests shall be performed approximately every two feet in vertical height and of sufficent quantity to attest to the overall compaction effort applied to the fill areas. 4. Areas to receive fill shall be cleared of all vegetation and debris, sacrified and approved by the soils engineer prior to placing of the fill. 5. Fills shall be keyed or benched into competent material. 6. All existing fills shall be approved by the soils engineer or removed befor any additional fills are added. 7. Any existing irrigation lines and cistrens shall be removed, or crushed in place and backfilled, and approved by the soils engineer. 8. The engineering geologist and soils engineer shall, after clearing and prior to the placement of fill in canyons, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of future accumulation of, subsurface water or spring flow. If needed, drains will be designed and constructed prior to the placement of fill in each respective canyon. 9. The exact location of the subdrains shall be surveyed in the field for line and grade. 10. All trench backfills shall be compacted throughout to a minimum of 90 percent relative compaction, and APPROVED BY THE SOILS ENGINEER. The Building Department may require coring of concrete flat work placed over untested backfills to facilitate testing. 11. The stockpiling of excess material shall be approved by the City Grading Engineer. 12. Landscaping of all slopes and pads shall be in accordance with Chapter 15 of the NBMC. 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine if any stability problem exists. Should excavation disclose any geological hazards, the engineering geologist shall recommend and submit necessary treatment to the City Grading Engineer for approval. 14. Where support or buttressing of cut and natural slopes is determined to be necessary by the engineering geologist and soils engineer, the soils engineer will obtain approval of design, location and calculations from the City Grading Engineer prior to construction, 15. The engineering geologist and soils engineer shall inspect and test the construction of all buttress fills and attest to the stability of the slope and adjacent structures upon completion. 16. When cut pads are brought to near grade the engineering geologist shall determine if the bedrock is extensively fractured or faulted and will readily transmit water. If considered necessary by the engineering geologist and soils engineer, a compacted fill blanket will be placed. 17. The engineering geologist shall perform periodic inspections during grading. 18. Notification of Noncompliance: If, in the course of fulfilling their resposibility, the civil engineer, the soils engineer, the engineering geologist or the testing agency finds that the work is not being done in conformance with the approved grading plans, the discrepancies shall be reported immediately in writing to the person in charge of the grading work and to the City Grading Engineer. Recommendations for corrective measures, if necessary, shall be submitted to the City Grading Engineer for approval. Required_ln spections 1. A pre -grading meeting shall be scheduled 48 hours prior to start of grading with the following people present: owner, grading contractor, design civil engineer, soils engineer, geologist, City Grading Engineer or their representatives. Required field inspections will be outlined at the meeting. 2. A pre -paving meeting shall be scheduled 48 hours prior to start of the sub -grade preparation for the paving with the following people present: owner, poveing contractor, design civil engineer, soils engineer, City Grading Engineer or their representatives. Required field inspections will be outlined at the meeting. 1. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 2. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18 4. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSET BEFORE STARTING STARTING GRADING. 5. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSIIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. 6. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT -OF- WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 7. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR 8. ABANDONMENT OF SEWER LATERAL SHALL INCLUDE REMOVAL OF THE CLEANOUT RISER, THE 4TT BOX AND THE WYE, IF APPLICABLE. SEWER LATERAL SHALL THEN BE CAPPED WHERE THE WYE USED TO BE. 9. ABANDONMENT OF EXISTING UNUSED WATER SERVICE SHALL INCLUDE CAPPING AT MAIN (CORPORATION STOP) AND REMOVAL OF EXISTING WATER METER, BOX AND COVER. ■ NO. I DATE I DESCRIPTION 1 ADDITIONAL NOTES SITE PRECISE GRADING PLAN FOR 2510 WEST COAST HWY. NEWPORT BEACH, CA -CONTRACTOR SHALL, USE THE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO, NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: HTTP: //WWW.NEWPORTBEACHCA.GOV/HOME/SHOWDOCUMENT?ID=17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE." -CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND/OR UNDERPINNING. - CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING." - LICENSED SURVEYOR TO PROVIDE HORIZONTAL AND VERTICAL MONITORING OF SHORING AND IMPROVEMENTS ON ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A REPORT WITH A REPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING AND WEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BW COUNTY OF ORANGE BENCHMARK NO. 3K-23-68: FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-23-68", SET IN THE WEST CORNER OF A 8 FT. BY 5.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE NORTH SIDE OF PACIFIC COAST HIGHWAY, 0.75 MI. SOUTHEAST FROM ITS INTERSECTION WITH NEWPORT BOULEVARD, 20 FT. NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES ALONG PCH, BETWEEN TWO DRIVEWAYS FOR #1600 PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEV.= 10.457 (NAVD 88, 2015) VICINITY MAP LEGAL DESCRIPTION PARCEL A: PARCELS 1, 2 AND 3, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A PARCEL MAP FILED IN BOOK 85, PAGES 30 AND 31 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PARCEL B: THAT PORTION OF LOT A OF TRACT NO. 919, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON MAP RECORDED IN BOOK 29, PAGES 31 TO 34 INCLUSIVE OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF TRACT NO. 1133, SEAVIEW HEIGHTS, AS SHOWN ON MAP RECORDED IN BOOK 36, PAGES 13 AND 14 OF MISCELLANEOUS MAPS IN SAID OFFICE, WITH THE NORTHEASTERLY LINE OF LOT 19 OF LAST SAID TRACT,• THENCE ALONG THE SOUTHEASTERLY PROLONGATION OF SAID NORTHEASTERLY LINE SOUTH 61 ° 00' 30" EAST 57.10 FEET TO A POINT IN THE SOUTHWESTERLY PROLONGATION OF THE NORTHWESTERLY LINE OF THAT CERTAIN LAND DESCRIBED IN DEED RECORDED IN BOOK 1396, PAGE 168 OF OFFICIAL RECORDS IN SAID OFFICE, THENCE ALONG SAID SOUTHWESTERLY PROLONGATION SOUTH 39° WEST, 35.65 FEET TO THE NORTHWESTERLY LINE OF THE LAND DESCRIBED IN DEED RECORDED IN BOOK 975, PAGE 361-OF OFFICIAL RECORDS IN SAID OFFICE, THENCE ALONG SAID NORTHEASTERLY LINE NORTH 61 ° 00' 30" WEST 57.10 FEET TO SAID SOUTHEASTERLY LINE, THENCE ALONG SAID SOUTHEASTERLY LINE NORTH 39' 43' 30" EAST, 35.65 FEET TO THE POINT OF BEGINNING. PARCEL C: PARCEL 1 OF PARCEL MAP NO. 90-173, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 256, PAGES 25 AND 26 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. ASSESSOR'S PARCEL NUMBER: 425-471-55 & 425-471-56 • 1A 3W C.Y. = C.Y. !HIS LS!IMA !L FU BE USED FUH FLL DETERIVNNA i!(,"; ' T( Dp�D ,P� nii�l-c-Tl�,4,1', l_ OQ�pFESSfO� YEFIM TSALYUK n 21 Iz w NO. C052871 m s F OF CAL�FO PREPARED BY: o ITF & ASSOCIATES, INC. IF11278 LOS ALAMITOS BLVD., SUITE #354 LOS ALAMI TOS, CA 90720 800-797-9483 SHEET INDEX N0. DESCRIPTION 1 TITLE SHEET, GRADING NOTES, ETC. 2 GRADING PLAN, SECTIONS, DETAILS, ETC 3 EROSION CONTROL PLAN & SOILS REPORT RECOMMENDATIONS 4 TOPOGRAPHIC SURVEY LEGEND A.B. AGGREGATE BASE A.C. ASPHALT CONCRETE BFP BACKFLOW PREVENTER BW BACK OF WALK BRL BREAK LINE CB CATCH BASIN CBX CONTROL BOX CF CURB FACE CLF CHAIN LINK FENCE C.O. CLEAN OUT C.Y. CUBIC YARD DS DOWNSPOUT EG EDGE OF GUTTER EP, EOP EDGE OF PAVEMENT EM ELECTRIC METER EMH ELECTRICAL MANHOLE E.P. EDGE OF PAVEMENT EV ELECTRICAL VAULT F.F. FINISHED FLOOR ELEVATION F.G. FINISHED GRADE ELEVATION FH FIRE HYDRANT F.L. FLOW LINE ELEVATION F.S. FINISHED SURFACE ELEVATION G.B. GRADE BREAK GM GAS METER GP GUARD POST H.P. HIGH POINT ELEVATION IN INVERT OF PIPE ELEVATION L.F. LINEAR FEET LP LOW POINT LT PARKING LOT LIGHT NG NATURAL GRADE PCC PORTLAND CEMENT CONCRETE P.L. PROPERTY LINE PM PARKING METER POST PP POWER POLE PB PULL BOX PCC PORTLAND CEMENT CONCRETE R. RATE OF GRADE OR RADIUS R/W RIGHT OF WAY S. SLOPE OF PIPE SB SPLASH BOX SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE SMH SEWER MANHOLE SR SPRINKLER ST.LT. STREET LIGHT SW SIDE WALK TC TOP OF CURB ELEVATION TE TRASH ENCLOSURE TEL. MH TELEPHONE MANHOLE TF TOP OF FOOTING ELEVATION TG TOP OF GRATE ELEVATION TOE TOE OF SLOPE TOP TOP OF SLOPE TS TRAFFIC SIGNAL T.R. TOP OF RETAINING WALL TW TOP OF WALL ELEVATION WDF WOODEN FENCE WM WATER METER WV WATER VALVE ZOO. 00) EXISTING ELEVATION 'OG.AO- EXISTING ELEVATION 00.00 PROPOSED ELEVATION E ELECTRICAL G GAS W WATER S SEWER T - TELEPHONE - - - PROPERTY LINE STREET CENTERLINE OWNER 2510 W. COAST HWY LLC 2510 W. COAST HWY. NEWPORT BEACH, CA 92660 p. 949-350-4019 ARCHITECT WESTGROUP DESIGN 19520 JAMBOREE RD., SUITE 100 IRVINE, CA 92612 p. 949-250-0880 SOILS ENGINEER P.A. & ASSOCIATES, INC. 30 EDELMAN IRVINE, CA 92618 p. 949-679-7474 CITY OF NEWPORT BEACH PRECISE DRAINAGE PLAN 2510 WEST COAST HWY. NEWPORT BEACH, CA SHEET 1 OF 7 12-473 SITE SPECIFIC DATA PROJECT NUMBER ORDER NUMBER PROJECT NAME PROJECT LOCATION STRUCTURE ID TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CET) TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE PIPE DATA I.E. MATERIAL DM/ETER INLET PIPE I INLET PIPE 2 OUTLET PIPE PRETREATMENT BJORLTRATION DISCHARGE RIM ELEVA77ON SURFACE L6140 I PEDESTRIAN OPEN PLANTER PEDESTRIN nmmE & COVER ®30' N/A 024' WE7LANDMEDM VOLUME (CY) TED ORIFICE SIZE (DIA. INCHES) TED NOTES: PRELIMINARY NOT FOR CONSTRUCTION. INSTALLATION NOTES CURB OR 1. CONTRACTOR TO PROWDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REWIRED TO OFFLOAO AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE W17H THIS DRAWING AND THE MANUFACTURERS SPECIRCA77ONS UNLESS OTHER87SE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL 84SE. MANUFACTURER RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CON7R4C70R IS RESPONSIBLE 70 VERIFY PROJECT ENGINEERS RECOMMENDED 84SE SPECIRWAONS 4. CON7RACTOR TO SUPPLY AND INSTALL ALL EXTERNAL COIVNEC77W PIPES ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INIRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WTH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATER TIGHT PER MANUFACTURERS STANDARD CONNECRON DETAIL 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RSEn MANHOLES, AND /LATCHES CONTRACTDR TO GROUT ALL MANHOLES AND H47CHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHDWSE. 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS ALL UNITS WITH VEGETA770N MUST HAVE DRIP OR SPRAY IRRIC477ON SUPPLIED AND INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACRNG BID CLEAN FOR AC71VA17ON OF UNIT. MANUFACTURERS WARRANTY IS VOID WITH OUT PROPER AC77VAWN BY A 610 CLEAN REPRESENTATIVE GENERAL NOTES 1. MANUFACTURER 70 PROWDE ALL MATERIALS UNLESS OTHERWISE NOTED. 1. ALL DIMENSIONS, ELEVAWNS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT 80 CLEAN. 1 i — OVTTLET RPE DRAIN DO LLIW SEE NOTES PLAN VIEW FLOW CO m RISER 13 ��14,, 6' B'-0' 6' ELEVATION VIEW LEFT END VIEW RIGHT END VIEW STORMWATER BIOFILTRATION SYSTEM N TS 1,[00mby-All mwelVIaIIf] 0 R/W SECTION A -A NTS SECTION B-B N TS W 7 3'-0" MIN. WEEPSCREED W EPSCREED 3" FF FF 2% MIN. MI 4 8" 0 5 " MIN. MIN. G e ° v II �_ a SUBGRADE II GRADE RSOIL ENGINEER'S aV��E CONCRETE Ilr(PER SOIL ENGINEER'S III ° COMMENDATION_ ECOMMENDATION) PAD I) PAD a ,a °a TYPICAL CLEARENCE DETAIL N TS TOP OF GRATE SEE NOTES FOR GRATE TYPE ELEV. PER PLAN pE FINISH GRADE R PLAN OR ADAPTOR 4' PVC RISER (IF NEEDED) NDS 643 COUPLING Z 9lT PVC ELL 4PVC SDR OR SCHED 40 DRAIN PIPE (TYP.) e PVC PER PLAN 4' MIN PVC MAIN W/ TEE OR WYE SEE NOTES FOR GRATE TYPE FINISH GRADE NDS SPEED-D-BASIN NOS BLEIOSI EEE7 CATCH DBASINi ,N EIEV PER PLAN FUSE 6" NDS 66 EXTENSIONS WHERE NEEDED NOTES: 1. AL FDTINGS BY: NDS, INC. (OR EQUAL) 4. GLUE I.P.S. WELD ON' J773 SOLVENT PHONE: (800) 726-1994 (MEDIUM BODIED FAST SET) FOR 2. REFER TO GRADING PLAN FOR FINISH GRADING PIPES THRU 6"0 3. DO NOT GLUE GRATE OR RISER TO PIPE 5. AL PIPES TO BE 4'0 PVC SDR 35 OR SCHEDULE 40 TYPICAL DRAINAGE INLET DETAIL N TS O,�oFESS/O� q ��� YEFIM TSALYUK G� � z w NO. C052871 m C* � s�'9T C1 V F OF CAL�FO 3.00' 1.50' 1.50' » � z O � N 3 8" LIP Co A 6„ 4 "CMB DETAIL 'A' PCC CONC. GUTTER N. T. S. DOWNSPOUT PER ARCHITECT'S PLAN ATOTACHED W�1�NSCOREW EACH SIDE "N.D.S." BLACK 4" ROUND GRATE BUILDING FACE DOWNSPOUT ADAPTER NDS903 OR PIPE INCREASER ATTACHMENT NDS407 DOWNSPOUTS 4" P.V.C. RISER (LENGTH VARIES) OVERFLOW CHECK VALVE ► FINISH GRADE z 00 4" PVC 45' DEGREE ELL. — TYP. (2) PLACES 4" PVC SDR 35 OR SCHED 40 1 % MIN. TYPICAL DOWNSPUTS CONNECTION DETAIL N TS PREPARED BY: o ITF & ASSOCIATES, INC. IF11278 LOS ALAMITOS BLVD., SUITE #354 LOS ALAMI TOS, CA 90720 800-797-9483 CONSTRUCTION NOTES GRADING 11) CONSTRUCT BMP PER DETAIL HEREON. �2 CONSTRUCT 4" PVC PIPE (SDR 35). �3 CONSTRUCT 18"x18" CATCH BASIN WITH GALVANIZED TRAFFIC RATED GRATE ® CONSTRUCT P.C.C. SWALE PER DETAIL HEREON. �5 CONSTRUCT 24"x24" CATCH BASIN WITH GALVANIZED TRAFFIC RATED GRATE © CONSTRUCT CONNECTION FROM PIPING SYSTEM TO STORMWATER BIOFILTRATION SYSTEM PER DETAIL HEREON. SYSTEM TO BE MAINTAINED BY THE OWNER BASED ON RECORDED M&O AGREEMENT. �7 STORAGE TANK FOR RETENTION PURPOSES PRIOR TO DISCHARGING TO BIOFILTRATION SYSTEM (3-48" CORRUGATED PIPE, INTERCONNECTED) OFF SITE IMPROVEMENTS Q CONSTRUCT DRIVEWAY APPROACH (W=26, X=3') PER CNB TD-160 AND DETAIL HEREON Q2 CONSTRUCT DRIVEWAY APPROACH (W=28, X=4') PER CNB STD-160 © REMOVE EXIST. DRIVEWAY APPROACH. CONSTRUCT FULL HEIGHT (6") CURB PER CITY STD. 182. ® REMOVE EXIST. TREE AND REPLANT NEW TREE PER CITY DIRECTION. ADDITIONAL APPROVAL FROM DEPT. OF PW IS REQUIRED. z J 7' z (�Y I W of 1 W V) Ld N N z I W J X i 10% 2f -MAX MI C.L. DRIVEWAY W=26', X=3' I C.L. DRIVEWAY W=26 , X=4 20' 1 I 20' W ZI I Z I I �I V)) 1 I W I ~ NZ I XI WI wJ I I 10' 2%MAX z U I I 7' o I 6' 4' OQ I ui 0< ui 0 (wwl 0 0 U Nwl 00 a_w �ICL CLw 1 U I I 3/8"LIP 1 q 2%MAX I 10 0Mp,X 6"P.C.C. 1 z m I 4"C.M.B. I 2 w SECTION X—X ui 12' Z 6' x 2 W N_U Y L'_ U 0 �Ld w((I H0 I IN .W W Z J Ln 3r X W EY 10% 2% 2% MAXI MAX MAX I -I IN 7' 1 4' X 3/8"LIP \ 37. Z 10' w Lu W J z PLAN X Z W UO U X LLI 2' H ui 1 0 J I I 7' 4' I I 0PXl %MAXI I 6"P. C. C. 4"C.M.B. SECTION X-X 1 COAST HIM. DFVVEWAY APPROACH NTS MINIMUM SURFACE SLOPE SHOULD BE PER NBMC 15.10.120E AND AS FOLLOWS: —EARTH 2. 0% —CONCRETE 0. 5% —CONCRETE GUTTER IN PA VED AREA 0. 2% —ASPHALT 1.0% —SUBTERRANEAN DRAINAGE PIPE 1.0% CITY OF NEWPORT BEACH I SHEET PRECISE DRAINAGE PLAN 2510 WEST COAST HWY.2 NEWPORT BEACH, CA OF 7 12-474 SOILS REPORT RECOMMENDATIONS 5.1 RECOMMENDATIONS THE PROPOSED CONSTRNCTION FOR THE SITE IS CONSIDERED GEOTECHNICALLY FEASIBLE. GRADING AND FOUNDATION PLANS SHOULD TAKE INTO ACCOUNT THE SOIL CONDITIONS OF THE SITE. YOUD (1998) CITES EVIDENCE THAT HOUSES AND SMALL BUILDINGS WITH REINFORCED PERIMETER FOOTINGS AND CONNECTED GRADE BEAMS HAVE PERFORMED WELL IN JAPAN, AND SIMILAR PERFORMANCE SHOULD BE EXPECTED IN CALIFORNIA. HOWEVER, IT IS RECOMMENDED THAT A REINFORCED MAT FOOTING BE USED OVER THE SITE TO PROVIDE A MONOLITHIC FOUNDATION. THE SUBTENANEAN REGIONS OF THE PROPOSED BUILDINGS MAY REQUIRE PROVISIONS FOR WATER- TIGHT CONSTRUCTION DEPENDING UPON THE PROXIMIFY OF THE GROUNDWATER TABLE TO FINISH FLOOR. 5.2 EARTHWORK EARTHWORK FOR PROPOSED STRNCTURES, WHICH AI E FOUNDED ON THE PROPOSED SUBTERRANEAN PARKING LEVEL, WILL REQUIRE SHORING OF EXCAVATION WALLS AND EXPMT OF REMOVED SOILS. RELATIVELY MINOR CUTS AND FILLS MAY BE EXPECTED OUTS IDE OF THE SUBTERRANEAN EXCAVATION AI •EAS. 5.3 EXCAVATION DEWATERING ALTHOUGH ELEVATIONS OF PROPOSED SUBTENANEAN LEVELS ARE ANTICIPATED TO BE ABOVE GROUNDWATER, FLUCTUATIONS IN GROUNDWATER LEVELS MAY OCCUR DURING CONSTRUCTION, AND TEMPORARY DEWATERING MAY BE NECESSARY. DESIGN OF THE DEWATERING SYSTEMS IS BEYOND THE AUTHORIZED SCOPE OF SERVICE AND IS TYPICALLY PERF01MED BY CONTRACTORS THAT SPECIALIZE IN CONSTRUCTION AND EXCAVATION DEWATERING. DESIGN OF THE SYSTEM MAY REQUIRE INSTALLATION OF GROUNDWATER PUMPING WELLS AND ASSOCIATED OBSERVATION TEST WELLS TO EVALUATE DRAWDOWN AND EXTRACTION RATE DEPENDING UPON THE TARGET DEPTH OF EXCAVATION WITH RESPECT TO GROUNDWATER LEVELS. 5.4 SUB -SURFACE SOIL PREPARATION (OVEREXCAVATION) AFTER CLEARING THE SITE, WITHIN THE BUILDING LINES AND 5-FEET BEYOND (OR TO THE EXISTING STRUCTURE OR PROPERTY LINE), THE EXISTING NATIVE SOIL SHOULD BE EXCAVATED TO A MINIMUM DEPTH OF 5 FEET BELOW THE BOTTOM OF THE PROPOSED FOUNDATION. OVEREXCAVATION SHOULD BE TIMED TO ANTICIPATE FLUCTUATING TIDES. THE REMOVAL BOTTOM SHOULD BE STABILIZED WITH MINIMUM 1.5 FEET OF 1.5-2 INCHES ANGULAR CRUSHED ROCK COMPACTED INTO THE SATURATED SOIL BELOW 6 FEET FOLLOWED BY 2 FEET OF %" CRUSHED ROCK. THE CRUSHED ROCK SHOULD BE COMPACTED INTO THE NATIVE SOILS IN 6-INCH LIFTS SO AS TO FILL THE VOIDS WITH NATIVE SOIL. THE CRUSHED ROCK SHOULD BE COMPACTED TO MINIMUM OF 95 PERCENT RELATIVE COMPACTION OF THE LABORATORY STANDARD. 5.5 FILL NATIVE GRANULAR SOILS (SAND) ARE ACCEPTABLE FOR UTILIZATION AS STRUCTURAL FILL. ALL FILL SOILS SHOULD BE PLACED IN MAXIMUM 6-INCH LIFTS MOISTURE TREATED AS NECESSARY AND PROPERLY DENSIFIED COMPACTED TO AT LEAST 90 PERCENT OF THEIR MAXIMUM DENSITY. 5.6 IMPORTED FILL ANY PROPOSED IMPORT FILL SHOULD POSSESS AN EXPANSION INDEX LESS THAN 20, HAVE SOIL STRENGTH PARAMETERS EQUAL OR GREATER THAN THE ON -SITE SOILS, AND SHOULD BE TESTED AND APPROVED BY A REPRESENTATIVE OF THIS FOM PRIOR TO ITS USE. 5.7 TRENCH BACKFILL ALL TRENCHES SHOULD BE BACKFILLED WITH SOILS COMPACTED MECHANICALLY TO AT LEAST 90 PERCENT RELATIVE COMPACTION. TRENCHES DEEPER THAN 2 FEET SHOULD BE TESTED PROGRESSIVELY AS FILL IS PLACED. BACKFILL OF ALL TRENCHES SHOULD BE COMPACTED TO ACHIEVE A RELATIVE COMPACTION OF AT LEAST 90 PERCENT OF THEIR MAXIMUM DENSITY. CARE SHOULD BE TAKEN NOT TO DAMAGE UTILITY LINES. THE SITE SOILS ARE CONSIDERED SUITABLE FOR USE AS TRENCH BACKFILL, PROVIDED THEY ARE AT OR NEAR OPTIMUM MOISTURE. 5.8 TEMPORARY CUTS THE WALLS OF TEMPORARY CONSTRUCTION TRENCHES ARE EXPECTED TO BE STABLE WHEN EXCAVATED NEARLY VERTICAL, OR WITH ONLY MINOR SHORING IF THE TOTAL DEPTH DOES NOT EXCEED 2 FEET. SHORING OF EXCAVATION WALLS OR FLATTENING OF SLOPES MAY BE REQUIRED IF GREATER DEPTH IS NECESSARY. FOR SHORING/BRACING OF TEMPORARY TRENCH SURFACES STEEPER THAN 1H: 1V AND HIGHER THAN 2 FEET, WE RECOMMEND TRAPEZOIDAL/TRIANGULAR DISTRIBUTION OF EMTH PRESSURE. FOR DESIGN DETAIL, PLEASE REFER TO APPENDIX D, FIG. D-1. ALL WORK ASSOCIATED WITH TRENCH SHORING MUST MINIMALLY CONFIRM TO CAL -OSHA AND LOCAL SAFETY CODES. 5.9 UTILITY TRENCH BACKFILL OF ALL TRENCHES SHOULD BE COMPACTED TO ACHIEVE A RELATIVE COMPACTION OF AT LEAST 90 PERCENT OF THEIR MAXIMUM DENSITY. CARE SHOULD BE TAKEN NOT TO DAMAGE UTILITY LINES. THE SITE SOILS ARE CONSIDERED SUITABLE FOR USE AS TRENCH BACKFILL, PROVIDED THEY ARE AT OR NEAR OPTIMUM MOISTURE. ALL WORK ASSOCIATED WITH TRENCH SHORING MUST MINIMALLY CONFIRM TO CAL- OSHA AND LOCAL SAFETY CODES. ■ NO. I DATE I DESCRIPTION 1 6.1 FOUNDATION RECOMMENDATIONS 6.2 MAT FOUNDATION MAT SLAB SHOULD BE AN MINIMUM OF 18 INCHES WITH THICKENED EDGES OF 24 INCHES FOUNDED IN COMPACTED FILL OR COMPETENT NATIVE MATERIALS MAY BE DESIGNED FOR AN ALLOWABLE BEARING VALUE OF 2,500 PSF, AND MODULES OF SUBGRADE REACTION (KS) MAY BE ASSUMED TO BE 200 KCF WITH MINIMUM REINFORCEMENT OF NO.5 REBARS AT 12 INCHES EACH WAY ON TOP AND BOTTOM. WHEN DESIGNING FOR SH01 T DURATION WIND OR SEISMIC LOADS, THE ABOVE VALUE MAY BE INCREASED BY ONE-THIRD. THE BASEMENT MAT SLAB SHALL BE DIRECTLY UNDERLAIN BY WATERPROOFING, UNDERLAIN BY A MIN. 2-INCH THICK LAYER OF SAND WITH A MINIMUM OF SE OF 40. UNDERLAIN BY MIN. 15-MIL STEGO WRAP (OR EQUIV., LAPPED AND SEALED), UNDERLAIN BY GRANULAR NATIVE MATERIALS. JOINT IN WALLS AND FLOORS, AND BETWEEN THE WALL AND FLOOR, AND PENETRATIONS OF THE WALL AND FLOOR SHALL BE MADE WATEITIGHT USING SUITABLE METHODS AND MATERIALS (E.G. BEN TONI TE "WATER STOPS"). 6.3 SHORING THE UNDERGROUND LEVEL EXCAVATION WALLS SHOULD BE SUPP01 TED BY PEIMANENT SHORING. THIS CAN BE ACCOMPLISHED WITH A CAISSON AND GRADE BEAM FOUNDATION SYSTEM. THE PROPOSED DEEP FOUNDATION SYSTEM WILL TRANSFER FOOTING LOADS TO COMPETENT MATERIALS APPROXIMATELY BELOW DEPTH OF 25 FEET. 6.4 DEEP FOUNDATION - SHORING THE PROPOSED CAISSONS WITH A MINIMUM DIAMETER OF 24 INCHES MAY BE DESIGNED WITH AN ALLOWABLE END BEARING CAPACITY OF 8000 POUND PER SQUARE FOOT AND SKIN FRICTION OF 300 PSF. WITHIN THE COMPETENT MATERIAL. THE DEEP FOUNDATION SYSTEM, CAISSONS, MAY BE DESIGNED FOR LATERAL RESISTANCE, A PASSIVE PRESSURE OF 300 PSF. PER FOOT OF DEPTH, INCREASING LINEARLY TO A MAXIMUM VALUE OF 4000 PSF. WITHIN THE COMPETENT FILL MATERIAL. FIXITY OF CAISSONS MAY BE ASSUMED TO BE AT 5 FEET. WHEN DESIGNING FOR SHORT DURATION WIND OR SEISMIC LOADS, THE ABOVE VALUES CAN BE INCREASED BY ONE-THIRD. 6.1 SEISMIC RECOMMENDATIONS THE STRUCTURAL DESIGN AT THE SITE SHOULD CONFOlM TO THE MOST RECENT 2016 CALIFORNIA BUILDING CODE REQUIREMENTS FOR REGION 1 AND THE MOST RECENT DESIGN STANDARDS OF THE STRUCTURAL ENGINEERS ASSOCIATION OF CALIFORNIA. 6.6 RETAINING WALLS 6.6.1 PASSIVE PRESSURE PASSIVE EARTH PRESSURE MAY BE COMPUTED AS AN EQUIVALENT FLUID HAVING A DENSITY OF 300 POUNDS PER CUBIC FOOT (PCF), WITH A MAXIMUM EARTH PRESSURE OF 3000 PSF. AN ALLOWABLE COEFFICIENT OF FRICTION BETWEEN SOIL AND CONCRETE OF 0.30 MAY BE USED WITH DEAD LOAD FORCES. WHEN COMBINING PASSIVE PRESSURE AND FRICTION RESISTANCE, THE PASSIVE PRESSURE COMPETENT SHOULD BE REDUCED BY ONE-THIRD. 6.6.2 ACTIVE EARTH PRESSURE ACTIVE EARTH PRESSURE MAY BE COMPUTED AS AN EQUIVALENT FLUID HAVING A DENSITY OF 42 PCF AND 58 PCF FOR LEVEL AND NOT STEEPER THAN 2HORIZONTAL: 1 VE111CAL SLOPE BACKFILL RESPECTIVELY. ALL OF THE RETAINING WALLS SHOULD BE DESIGNED TO RESIST ANY ADJACENT STRUCTURAL SURCHARGE LOAD, IN ADDITION TO THE ACTIVE OR AT REST PRESSURE . BASED ON PEAK HORIZONTAL GROUND ACCELERATION MOTION OF THE SITE WITH 10% PROBABILITY OF EXCEEDANCE IN 50 YEARS AND SIMPLIFIED MONONOBE-OKABE SEISMIC ANALYSES, AN EAIIHQUAKE LOAD OF 21 PCF EQUIVALENT FLUID PRESSURE MAY BE APPLIED TO THE RETAINING STRUCTURES FOR WALLS OVER 6 FEET IN HEIGHT. LOAD SHOULD BE ZERO AT THE TOP OF FOOTING INCREASING LINEALLY TO MAXIMUM WALL HEIGHT (TOP OF BACKFILL), WITH RESULTANT TOTAL SEISMIC LOAD ACTING APPROXIMATELY AT 0.6 TIMES THE WALL HEIGHT. WHEN SHORT TERM SEISMIC LOAD IS ADDED, THE DESIGN SAFETY FACTOR MAY BE REDUCED TO 1.2, AND BEARING VALUE AND PASSIVE RESISTANCE MAY BE INCREASED BY 113. BACKFILL OF THE RETAINING WALLS SHOULD BE GRANULAR MATERIAL WITH A MINIMUM SAND EQUIVALENCE OF 40 (S.E.>40). A 4-INCH PERFORATED SCHEDULE 40 PVC PIPE INSTALLED WITH AT LEAST A 1.5% SLOPE AND 4 INCHES OF CALTRANS CLASS 11 PERMEABLE MATERIAL (OR COMPATIBLE MATERIAL) ON THE BOTTOM AND 12 INCHES ON THE SIDES AND TOP OF THE PIPE SHOULD BE INCLUDED IN THE DESIGNS FOR WALLS HIGHER THAN 18 INCHES IN -ORDER TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURE. EXTERIOR RETAINING WALL SHOULD BE BACKFILLED WITH A MINIMUM OF 12 INCHES OF RELATIVELY IMPERMEABLE (NATIVE SILTY SOILS) IN ORDER TO PREVENT PENETRATION OF THE SURFICIAL WATER INTO THE RETAINING WALL BACKFILL. FOR GRAPHIC DEMONSTRATION OF RETAINING WALL DETAIL REFER TO FIGURE C-1, APPENDIX C. HYDROSTATIC PRESSURE OF 62.4 PCF SHOULD BE ADDED TO ALL OF THE RETAINING WALL BELOW HISTORICAL HIGHEST GROUNDWATER LEVEL, WHICH IS 7 TO 10 FEET BELOW THE EXISTING GRADE. 6.6.3 AT REST PRESSURE WHEN MOVEMENT ON TOP OF THE RETAINING WALL IS RESTRICTED (PINNED OR FIXED), AT REST PRESSURE MAY BE COMPUTED AS AN EQUIVALENT FLUID HAVING A DENSITY OF 52 POUNDS PER CUBIC FOOT. FOR BACKFILL SPECIFICS, REFER TO 6.5.2. WATER PROOFING DESIGN AND INSPECTION OF THE RETAINING STRUCTURES IS BEYOND THE SCOPE OF OUR WORK. 6.7 SLABS -ON -GRADE (WALKWAYS & DRIVEWAYS) SLABS SHOULD BE 5 INCHES IN THICKNESS AND SHOULD BE REINFORCED WITH NO. 4 BARS AT 12 INCHES ON -CENTER EACH -WAY. FOUR (4) INCHES OF 314" CRUSHED ROCK SHOULD BE PLACED UNDERNEATH THE DRIVEWAY SLABS. SAWCUTS (OR COLD JOINTS) SHOULD BE MADE AT MAXIMUM OF 12 FEET INTERVALS EACH WAY, WITH A MAXIMUM LENGTH TO WIDTH RATIO OF 2 ON EXTERIOR SLABS. ANY EXTERIOR SLABS SHOULD HAVE 18 INCH THICKENED EDGES WHERE IN CONTACT WITH LANDSCAPED AREAS. 6.8 TYPE OF CEMENT FOR CONCRETE PROPOSED IN CONTACT WITH NATIVE SOIL, CEMENT (TYPE V) WITH MINIMUM STRENGTH OF 5000 PSI AT 28 DAYS AND A MAXIMUM WATER TO CEMENT RATIO OF 0.40 TO RESIST THE CORROSIVE EFFECTS OF SEAWATER. 6.9 SETTLEMENT SUBJECT TO IMPLEMENTATION OF RECOMMENDATIONS CONTAINED HEREIN, STRUCTURES MAY BE EXPECTED TO SETTLE A MAXIMUM OF 1.5 INCHES WITH A DIFFERENTIAL SETTLEMENT OF LESS THAN 1 INCH OVER 40 FEET HORIZONTAL DISTANCE. MOST STATIC SETTLEMENT MAY BE EXPECTED TO OCCUR DURING CONSTRUCTION. 6.10 TEMPORARY SHORING/BRACING DURING THE COURSE OF EXCAVATION TEMPORARY SHORING WILL BE REQUIRED. WE RECOMMEND TRAPEZOIDAL/TRIANGULAR DISTRIBUTION OF EAITH PRESSURE IN ADDITION TO HYDROSTATIC PRESSURE BELOW 2 FEET. FOR DESIGN DETAIL, PLEASE REFER TO APPENDIX D, FIG. D-1. 6.11 SURFACE DRAINAGE PROVISIONS POSITIVE SURFACE GRADIENTS SHOULD BE MAINTAINED AWAY FROM PLANNED STRUCTURES, BERM AREAS, ETC., SUCH THAT WATER IS NOT ALLOWED TO FLOW UNCONTAINED ON SITE, AND SHOULD BE CONTAINED IN APPROVED DRAINAGE DEVICES. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5 PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET (3048 MM) MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET (3048 MM) OF HORIZONTAL DISTANCE, A 5 PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. EXCEPTION: WHERE CLIMATIC OR SOIL CONDITIONS WALTANT, THE SLOPE OF THE GROUND AWAY FROM THE BUILDING FOUNDATION SHALL BE PERMITTED TO BE REDUCED TO NOT LESS THAN ONE UNIT VEITICAL IN 48 UNITS HORIZONTAL (2-PERCENT SLOPE). THE PROCEDURE USED TO ESTABLISH THE FINAL GROUND LEVEL ADJACENT TO THE FOUNDATION SHALL ACCOUNT FOR ADDITIONAL SETTLEMENT OF THE BACKFILL. CONSTRUCTION PLANS SHALL INDICATE HOW THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), CHAPTER 4, 6.12 GRADING/FOUNDATION PLAN REVIEW IT IS RECOMMENDED THAT P.A. AND ASSOCIATES REVIEW THE GRADING AND FOUNDATION PLANS FOR THE PROPOSED PROJECT AS SOON AS THEY BECOME AVAILABLE. THE PURPOSE OF THIS REVIEW IS TO DETEIMINE IF THESE PLANS HAVE BEEN PREPAI•ED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THIS REP01T. THIS REVIEW WILL ALSO PROVIDE P.A. AND ASSOCIATES AN OPPORTUNITY TO SUBMIT ADDITIONAL RECOMMENDATIONS, FOR GRADING AT THE SITE, AS CONDITIONS WANANT ;YEFIM ,OFESS/pN TSALYUK n W NO. C052871 m CIV1�- OF CAL�F�� FRONT VIEW 6.13 GEOTECHNICAL OBSERVATION AND TESTING BASED ON THE CITY OF NEWPORT BEACH'S QUALITY CONTROL REQUIREMENTS AND FOR ASSURANCE OF DESIRED WORKMANSHIP, OBSERVATION AND TESTING BY OUR REPRESENTATIVE IS RECOMMENDED WITH THE SPECIFIED ACTIVITIES BELOW.• • DURING CLEARING OF THE SITE; • DURING PLACEMENT OF SHORING SYSTEM; • DURING DEWATERING INSTALLATIONS AND OPERATION; • DURING EXCAVATION, ROUGH AND PRECISE GRADING OF THE SITE AND SURROUNDING AREAS, • DURING REMOVAL OF SHORING FOLLOWING GRADING OPERATION, IF ANY REMOVAL; • DURING PREPARATION OF INTERIOR AND EXTERIOR SLAB SUB -BASE AND BASE, • WHEN ANY UNUSUAL OR UNEXPECTED GEOTECHNICAL CONDITIONS ARE ENCOUNTERED DURING ANY PHASE OF CONSTRUCTION; • PRIOR TO FINAL APPROVAL. 6.14 SURFACE DRAINAGE PROVISIONS POSITIVE SURFACE GRADIENTS SHOULD BE MAINTAINED AWAY FROM PLANNED STRUCTURES, BERM AREAS, ETC., SUCH THAT WATER IS NOT ALLOWED TO FLOW UNCONTAINED ON SITE, AND SHOULD BE CONTAINED IN APPROVED DRAINAGE DEVICES. THE GROUND INM1 EDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5 PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET (3048 MM) MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF ANY PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET (3048 MM) OF HORIZONTAL DISTANCE, A 5 PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN 10FEET (3048 MM) OF THE BUILDING FOUNDATION. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. EXCEPTION: WHERE CLIMATIC OR SOIL CONDITIONS WARRANT, THE SLOPE OF THE GROUND AWAY FROM THE BUILDING FOUNDATION SHALL BE PERMITTED TO BE REDUCED TO NOT LESS THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2-PERCENT SLOPE). THE PROCEDURE USED TO ESTABLISH THE FINAL GROUND LEVEL ADJACENT TO THE FOUNDATION SHALL ACCOUNT FOR ADDITIONAL SETTLEMENT OF THE BACKFILL. CONSTRUCTION PLANS SHALL INDICATE HOW THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), CHAPTER 4 PREPARED BY: o ITF & ASSOCIATES, INC. 11278 LOS ALAMITOS BLVD., SUITE #354 LOS ALAMITOS, CA 90720 800- 79 7- 9483 WOVEN FABRIC GRAVEL BAG FILLED WITH COARSE SAND . . . , 1 1� - . -. . -1 1 , ,�, CROSS SECTION GRAVEL BAGS BERM SE-6 BMP EROSION CONTROL NOTES: BAGS PER DETAILS HEREON. CONSTRUCTION ENTRANCE PER TC-3 CONSTRUCTION FENCE CRY OF NEWPORT BEACH I SHEET EROSION CONTROL PLAN & SOILS REPORT RECOMMENDATIONS 2510 WEST COAST HWY. NEWPORT BEACH, CA I OF 7 12-475 lkl[fllmb7_r� 91mmeffllil[elo EXISTING EASEMENTS 2O EASEMENT(S) FOR STATE HIGHWAY PURPOSES AND RIGHTS INCIDENTAL THERETO, GRANTED TO THE STATE OF CALIFORNIA PER DOCUMENT RECORDED SEPTEMBER 12, 1929, IN BOOK 311, PAGE 170 AND A RESOLUTION OF ABANDONMENT AS RECORDED JUNE 27, 1935 IN BOOK 761, PAGE 261 OF OFFICIAL RECORDS. [PLOTTTED.] 30 RECITALS AS SHOWN ON THE MAP RECORDED IN BOOK 85, PAGE 30 OF PARCEL MAPS. WHICH AMONG OTHER THINGS RECITES PROPOSED FUTURE RIGHT OF WAY LINE, NOT DEDICATED AS STATED IN RECITAL ON, AND SHOWN ON SAID PARCEL MAP. [PLOTTED] ® THE OWNERSHIP OF SAID LAND, BEING WEST COAST HIGHWAY, DOES NOT INCLUDE RIGHTS OF VEHICULAR ACCESS TO THE STREET OR HIGHWAY HEREINAFTER MENTIONED, EXCEPT AT SPECIFIED POINTS, SAID RIGHTS HAVE BEEN RELINQUISHED BY THE DEDICATION PROVISIONS SHOWN ON THE MAP RECORDED IN BOOK 85, PAGE 30 OF PARCEL MAPS. PLOTTED] O5 EASEMENT FOR INGRESS, EGRESS, DRAINAGE AND RIGHTS INCIDENTAL THERETO, AS DELINEATED ON OR AS OFFERED FOR DEDICATON THE MAP RECORED IN BOOK 85, PAGE 30 OF PARCEL MAPS. PLOTTED.] © EASEMENT FOR PRIVATE SEWER, WATER AND RIGHTS INCIDENTAL THERETO, AS DELINEATED ON OR AS OFFERED FOR DEDICATION ON THE MAP RECORED IN BOOK 85, PAGE 30 OF PARCEL MAPS. [PLOTTED.] V10 EASEMENT FOR INGRESS, EGRESS, SEWER, WATER AND RIGHTS INCIDENTAL THERETO S GRANTED IN A DOCUMENT RECORED AUGUST 30, 1989 AS INSTRUMENT NO. 89-465814 OF OFFICIAL RECORDS, [PLOTTED.] 12 MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED AGREEMENT REGARDING OFFER OF DEDICATION AND GRANT OF ACCESS EASEMENT RECORED OCTOBER 9, 1990 AS INSTRUMENT NO. 90-537748 OF OFFICIAL RECORDS. [PLOTTED] 14 MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED EASEMENT AGREEMENT RECORED OCTOBER 22, 1991 AS INSTRUMENT NO. 91-574951 OF OFFICIAL RECORDS. PLOTTED.] NOTE: THE EASEMENTS NUMBERED 5, 6, 10 AS SHOWN HEREON, TO BE QUITCLAIMED PER SEPARATE DOCUMENTS DENCHMAW: BENCHMARK U-1415 DESCRIBED BY OCS 2002 - FOUND 3 3\4" NGS BRONZE DISK STAMPED "U 1415 1988", SET IN THE TOP OF A SEAWALL. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF CENTER STREET AND THE NEWPORT CHANNEL, 25 FT. WESTERLY OF THE PROLONGATION OF THE CENTERLINE OF CENTER STREET AND 0.3 FT. SOUTHERLY OF THE SEAWALL FACE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEV. 9.120 NAVD88 (2015 LEVELED) LEGAL DESCRIPTION PARCEL A: PARCELS 1, 2 AND 3, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A PARCEL MAP FILED IN BOOK 85, PAGES 30 AND 31 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PARCEL B: THAT PORTION OF LOT A OF TRACT NO. 919, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON MAP RECORDED IN BOOK 29, PAGES 31 TO 34 INCLUSIVE OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF TRACT NO. 1133, SEAVIEW HEIGHTS, AS SHOWN ON MAP RECORDED IN BOOK 36, PAGES 13 AND 14 OF MISCELLANEOUS MAPS IN SAID OFFICE, WITH THE NORTHEASTERLY LINE OF LOT 19 OF LAST SAID TRACT, THENCE ALONG THE SOUTHEASTERLY PROLONGATION OF SAID NORTHEASTERLY LINE SOUTH 61' 00' 30" EAST 57.10 FEET TO A POINT IN THE SOUTHWESTERLY PROLONGATION OF THE NORTHWESTERLY LINE OF THAT CERTAIN LAND DESCRIBED IN DEED RECORDED IN BOOK 1396, PAGE 168 OF OFFICIAL RECORDS IN SAID OFFICE, THENCE ALONG SAID SOUTHWESTERLY PROLONGATION SOUTH 39° WEST, 35.65 FEET TO THE NORTHWESTERLY LINE OF THE LAND DESCRIBED IN DEED RECORDED IN BOOK 975, PAGE 361-OF OFFICIAL RECORDS IN SAID OFFICE, THENCE ALONG SAID NORTHEASTERLY LINE NORTH 61 ° 00' 30" WEST 57.10 FEET TO SAID SOUTHEASTERLY LINE, THENCE ALONG SAID SOUTHEASTERLY LINE NORTH 39° 43' 30" EAST, 35.65 FEET TO THE POINT OF BEGINNING. PARCEL C: PARCEL 1 OF PARCEL MAP NO. 90-173, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 256, PAGES 25 AND 26 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. ASSESSOR'S PARCEL NUMBER: 425-471-55 & 425-471-56 Oq�oFESS/O� XYERM TSALYUK �n. w NO. C052871 m S�'9T C I V 1 \. ��\Q F OF CALVFO PREPARED BY: o ITF & ASSOCIATES, INC. IF11278 LOS ALAMITOS BLVD., SUITE #354 LOS ALAMI TOS, CA 90720 800-797-9483 LEGEND A.B. AGGREGATE BASE A.C. ASPHALT CONCRETE BFP BACKFLOW PREVENTER BW BACK OF WALK BRL BREAK LINE CB CATCH BASIN CBX CONTROL BOX CF CURB FACE CLF CHAIN LINK FENCE C.O. CLEAN OUT C.Y. CUBIC YARD DS DOWNSPOUT EG EDGE OF GUTTER EP, EOP EDGE OF PAVEMENT EM ELECTRIC METER EMH ELECTRICAL MANHOLE E.P. EDGE OF PAVEMENT EV ELECTRICAL VAULT F.F. FINISHED FLOOR ELEVATION F.G. FINISHED GRADE ELEVATION FH FIRE HYDRANT F.L. FLOW LINE ELEVATION F.S. FINISHED SURFACE ELEVATION G.B. GRADE BREAK GM GAS METER GP GUARD POST H.P. HIGH POINT ELEVATION IN INVERT OF PIPE ELEVATION L.F. LINEAR FEET LP LOW POINT LT PARKING LOT LIGHT NG NATURAL GRADE PCC PORTLAND CEMENT CONCRETE P.L. PROPERTY LINE PM PARKING METER POST PP POWER POLE PB PULL BOX PCC PORTLAND CEMENT CONCRETE R. RATE OF GRADE OR RADIUS R/W RIGHT OF WAY S. SLOPE OF PIPE SB SPLASH BOX SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE SMH SEWER MANHOLE SR SPRINKLER ST.LT. STREET LIGHT SW SIDE WALK TC TOP OF CURB ELEVATION TE TRASH ENCLOSURE TEL. MH TELEPHONE MANHOLE TF TOP OF FOOTING ELEVATION TG TOP OF GRATE ELEVATION TOE TOE OF SLOPE TOP TOP OF SLOPE TS TRAFFIC SIGNAL T.R. TOP OF RETAINING WALL TW TOP OF WALL ELEVATION WDF WOODEN FENCE WM WATER METER WV WATER VALVE TOO. 00) EXISTING ELEVATION �09 98 EXISTING ELEVATION 00.00 PROPOSED ELEVATION E — ELECTRICAL G — GAS W — WATER S — SEWER T — TELEPHONE — - - PROPERTY LINE ---- STREET CENTERLINE NOTE: SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. CITY OF NEWPORT BEACH TOPOGRAPHIC SURVEY 2510 WEST COAST HWY. NEWPORT BEACH, CA omm0:69 C! OF 7 12-476 lkl[*1mm97_rl� 91mmeffllil[elo OQ�oFESS10� C 1�1 YEFIM TSALYUK n, w NO. C052871 m s�'9T C1 V 1�. ��\Q F OF CAL�FO PREPARED BY: o ITF & ASSOCIATES, INC. IF11278 LOS ALAMITOS BLVD., SUITE #354 LOS ALAMI TOS, CA 90720 800-797-9483 CITY OF NEWPORT BEACH I SHEET GRADE ESTABLISHMENT 2510 WEST COAST HWY. 5 NEWPORT BEACH, CA OF 7 12-477 CONSTRUCTION POLLUTION PREVENTION PLAN WM-1 MATERIAL DELIVERY STORAGE WM-5 SOLID WASTE STORAGE WM-8 CONCRETE WASHOUT AREA MIN. 10 z10' BERM AREA FRONT VIEW WOVEN FABRIC GRAVEL BAG FILL CROSS SECTION r-j]GRAVEL BAGS BERM SE-6 BMP EROSION CONTROL NOTES: p CONSTRUCT GRAVEL BAGS PER DETAILS HEREON. �2 CONSTRUCTION ENTRANCE PER TC-3 CONSTRUCTION FENCE ■ NO. I DATE I DESCRIPTION 1 0 i i SEC110N A -A N TS A 5TREET/ALLEY <��\���\��� /011 "� BEE PLAN i PROPERTY LINE GRAVEL OVER FILTER FABRIC, THE FOLLOWING BMPs AS OUTLINED IN, BUT NOT LIMITED TO, THE LATEST EDITION OF THE CASQA CONSTRUCTION BMP ONLINE HANDBOOK OR CALTRANS STORMWATER QUALITY HANDBOOKS (CONSTRUCTION SITE BMP MANUAL), MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER OR THE BUILDING OFFICIAL) EROSION CONTROL EC1 — SCHEDULING EC2 — PRESERVATION OF EXISTING VEGETATION ECS— HYDRAULIC MULCH EC4— HYDROSEEDING ECS— SOIL BINDERS EC6— STRAW MULCH EC7— GEOTEXTILES & MATS ECS— WOOD MULCHING EC9 — EARTH DIKES AND DRAINAGE SWALES EC10 — VELOCITY DISSIPATION DEVICES EC11 — SLOPE DRAINS EC12 — STREAMBANK STABILIZATION EC 13 — RESERVED EC14 — COMPOST BLANKET EC15 — SOIL PREPARATION\ROUGHENING EC16 — NON —VEGETATED STABILIZATION TEMPORARY SEDIMENT CONTROL SE1 — SILT FENCE SE2— SEDIMENT BASIN SE3— SEDIMENT TRAP SE4— CHECK DAM SE5— FIBER ROLLS SE6 — GRAVEL BAG BERM SET— STREET SWEEPING AND VACUUMING SE8— SANDBAG BARRIER SE9— STRAW BALE BARRIER SE10 — STORM DRAIN INLET PROTECTION SE11 — ACTIVE TREATMENT SYSTEMS SE12 — TEMPORARY SILT DIKE SE13 — COMPOST SOCKS & BERMS SE14 — BIOFILTER BAGS WIND EROSION CONTROL WE1 —WIND EROSION CONTROL ����g��b���g PROVIDE APPROPRIATE TRAN51TION BETWEEN 5TABILIZED CON5TRUCTION ENTRANCE AND STREET I� BUILDING LINE a CONSTRUCTION ENTRANCE ;YEFIM 'OFESS/pN TSALYUK n `(0 z W NO. C052871 m OF CAL�F�� PREPARED BY: o ITF & ASSOCIATES, INC. 11278 LOS ALAMITOS BLVD., SUITE #354 LOS ALAMITOS, CA 90720 800— 79 7— 9483 EQUIPMENT TRACKING CONTROL TC1 —STABILIZED CONSTRUCTION ENTRANCE EXIT TC2 — STABILIZED CONSTRUCTION ROADWAY TC3 — ENTRANCE/OUTLET TIRE WASH NON—STORMWATER MANAGEMENT NS1 —WATER CONSERVATION PRACTICES NS2 — DEWATERING OPERATIONS NS3 — PAVING AND GRINDING OPERATIONS NS4 — TEMPORARY STREAM CROSSING NS5 — CLEAR WATER DIVERSION NS6 — ILLICIT CONNECTION/DISCHARGE NS7 — POTABLE WATER/IRRIGATION NS8 — VEHICLE AND EQUIPMENT CLEANING NS9 —VEHICLE AND EQUIPMENT FUELING NS10 — VEHICLE AND EQUIPMENT MAINTENANCE NS11 — PILE DRIVING OPERATIONS NS12 — XONCRETE CURING NS13 — CONCRETE FINISHING NS14 — MATERIAL AND EQUIPMENT USE NS15 — DEMOLITION ADJACENT TO WATER NS16 — TEMPORARY BATCH PLANTS WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL WM1 — MATERIAL DELIVERY AND STORAGE WM2 — MATERIAL USE WM3 — STOCKPILE MANAGEMENT WM4 — SPILL PREVENTION AND CONTROL WM5 — SOLID WASTE MANAGEMENT WM6 — HAZARDOUS WASTE MANAGEMENT WM7 — CONTAMINATION SOIL MANAGEMENT WM8 — CONCRETE WASTE MANAGEMENT WM9 — SANITARY/SEPTIC WASTE MANAGEMENT WM10 — LIQUID WASTE MANAGEMENT EROSION CONTROL NOTES (MINIMUM BMP REQUIREMENTS FOR CONSTRUCTION ACTIVITIES FOR ALL DEVELOPMENT CONSTRUCTION PROJECTS) 1. IN CASE OF EMERGENCY, GALL OWNER AT 11. ERODED 5EDIMENT5 AND OTHER POLLUTANTS MUST BE RETAINED ON-51TE AND MAY NOT BE 2. A STAND-BY GREW FOR EMERGENCY WORK TRANSPORTED FROM THE 51TE VIA SHEET FLOW, SHALL BE AVAILABLE AT ALL TIMES DURING THE 5AALE5, AREA DRAINS, NATURAL DRAINAGE RAINY 5EA50N (OCTOBER 1 TO APRIL 15). COURSES, OR NINO. NECE55ARY MATERIALS SHALL BE AVAILABLE 12. STOCKPILES OF EARTH AND OTHER CON5TRUC- ON-51TE AND STOCKPILED AT CONVENIENT LOCA- TION RELATED MATERIALS MUST BE PROTECTED TION5 TO FACILITATE RAPID CONSTRUCTION OF FROM BEING TRANSPORTED ROM THE 51TE BY EMERGENCY DEVICES WHEN RAIN 15 IMMINENT. THE FORCES OF WIND OR WATER. 5. ER05ION CONTROL DEVICES 5HONN ON THI5 15. FUELS, OILS, 5OLVENT5, AND OTHER TOXIC PLAN MAY BE REMOVED WHEN APPROVED BY MATERIALS MUST BE STORED IN ACCORDANCE THE BUILDING OFFICIAL IF THE GRADING OPERA- WITH THEIR L15TING AND ARE NOT CONTAMINATE TION HAS PROGRE55ED TO THE POINT WHERE THE SOILS AND SURFACE AATER5. ALL APPROVED THEY ARE NO LONGER REQUIRED. STORAGE CONTAINERS ARE TO BE PROTECTED 4. GRADED AREAS ADJACENT TO FILL SLOPES FROM THE WEATHER. SPILLS MUST BE GLEANED LOCATED AT THE 51TE PERIMETER MUST DRAIN UP IMMEDIATELY AND DISPOSED OF IN A PROPER AWAY FROM THE TOP OF SLOPE AT THE CONCLU- MANNER. SPILLS MAY NOT BE AA5HED INTO THE 51ON OF EACH WORKING DAY. ALL L005E SOILS DRAINAGE SYSTEM. AND DEBRIS THAT MAY CREATE A POTENTIAL 14. EXCE55 OR AA5TE CONCRETE MAY NOT BE HAZARD TO OFF-51TE PROPERTY SHALL BE WASHED INTO THE PUBLIC WAY OR ANY OTHER STABILIZED OR REMOVED FROM THE SITE ON A DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE DAILY BASIS. TO RETAIN CONCRETE AA5TE5 ON-51TE UNTIL THEY 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM CAN BE DISPOSED OF AS 50LID NA5TE. ALL DEVIGE5 WITHIN 24 HOURS AFTER EACH 15. DEVELOPER5/CONTRAGTOR5 ARE RESPONSIBLE RAINSTORM AND BE DISPOSED OF PROPERLY. TO INSPECT ALL ER05ION CONTROL DEVICES AND 6. A GUARD SHALL BE P05TED ON THE 51TE WHEN- BMP'S ARE INSTALLED AND FUNCTIONING PROPER - EVER THE DEPTH OF WATER IN ANY DEVICE LY IF THERE 15 A 40% CHANGE OF QUARTER INCH EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR MORE OF PREDICTED PRECIPITATION, AND OR PUMPED DRY AITHIN 24 HOURS AFTER EACH AFTER ACTUAL PRECIPITATION. A CONSTRUCTION RAINSTORM. PUMPING AND DRAINING OF ALL SITE INSPECTION CHECKL15T AND INSPECTION LOG BASINS AND DRAINAGE DEVICES MUST COMPLY SHALL BE MAINTAINED AT THE PROJECT SITE AT WITH THE APPROPRIATE BMP FOR DEWATERING ALL TIMES AND AVAILABLE FOR REVIEW BY THE OPERATIONS. BUILDING OFFICIAL (COPIES OF THE 5ELF-IN5PEC- TION CHECKL15T AND INSPECTION LOC75 ARE 1. THE PLACEMENT OF ADDITIONAL DEVICES TO AVAILABLE UPON REQUE5T). REDUCE ER05ION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE LEFT TO THEEDED 16. TRASH AND CONSTRUCTION RELATED SOLID DISCRETION INEER ADDITIONAL THE FIELD ENGINEER AA5TE5 MUST BE DEP051TED INTO A COVERED NE SHALL BE INSTALLED TO DEVICES A5 NE RECEPTACLE TO PREVENT CONTAMINATION OF RETAIN 5EDIMENT5 AND OTHER POLLUTANTS ON RAINWATER AND DISPERSAL BY WIND. SITE. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE 8. DE5ILTING BASINS MAY NOT BE REMOVED OR TRACKED FROM THE 51TE BY VEHICLE TRAFFIC. MADE INOPERABLE BETWEEN NOVEMBER 1 AND THE CONSTRUCTION ENTRANCE ROADAAY5 MUST APRIL 15 OF THE FOLLOWING YEAR WITHOUT THE BE STABILIZED 50 AS TO INHIBIT SEDIMENTS APPROVAL OF THE BUILDING OFFICIAL. FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE 5NEPT UP 9. STORM WATER POLLUTION AND EROSION IMMEDIATELY AND MAY NOT BE WASHED DOWN CONTROL DEVICES ARE TO BE MODIFIED, AS BY RAIN OR OTHER MEANS. NEEDED, A5 THE PROJECT PROGRE55E5. THE OE516N AND PLACEMENT OF THESE DEVICES 15 15. ANY SLOPES WITH 015TURBED SOILS OR DENUDED THE RESPONSIBILITY OF THE FIELD ENGINEER. OF VEGETATION MUST BE STABILIZED 50 AS TO PLANS REPRESENTING CHANGE5 MUST BE INHIBIT ER45ION BY WIND AND HATER. SUBMITTED FOR APPROVAL IF REQUE57ED BY 19. HOME OWNER TO ROUTINELY GLEAN ALL CATCH THE BUILDING OFFICIAL. BASINS AND DRAIN LINES OF DEBRIS. 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE 20. ADDITIONAL BMP'5 HILL BE IMPLEMENTED A5 THE D150HAR6E OF NON -STORM HATER FROM DEEMED NECE55ARY BY CITY INSPECTORS. THE PROJECT 51TE AT ALL TIMES. CRY OF NEWPORT BEACH CONSTRUCTION POLLUTION PREVENTION PLAN 2510 WEST COAST HWY. NEWPORT BEACH, CA SHEET OF 7 12-478 101[611mo7_r1� olmieffllil[elo Oq�, FESs/p� 1�1 YEFIM TSALYUK G� w NO. C052871 m s�'9T C1 V F OF CAL�FO PREPARED BY: o ITF & ASSOCIATES, INC. IF11278 LOS ALAMITOS BLVD., SUITE #354 LOS ALAMI TOS, CA 90720 800-797-9483 CONSTRUCTION NOTES UTILITY ❑1 EXISTING SEWER LATERAL TO BE USED FOR COMMERCIAL BUILDING ❑2 CONSTRUCT NEW 6" SEWER LATERAL TO SERVE NEW RESIDENTIAL BUILDING PER CITY STANDARD STD-406. 31 CONSTRUCT NEW SEWER CLEANOUT PER CITY STANDARD STD-406. ® USE EXISTING WATER SERVICE & WATER METER FOR DOMESTIC 5❑ USE EXISTING WATER SERVICE & WATER METER FOR DOMESTIC CITY OF NEWPORT BEACH PRELIMINARY UTILITY PLAN 2510 WEST COAST HWY. NEWPORT BEACH, CA omm0:69 7 OF 7 12-479 4 1p Ah. 41P t IL Ab, r NIL, AL 2510 W. COP \1\/PqTNA 1: NIT P A PTM P Pq MIXED -USE D .0 r 17A �,rl A� �►1:,: A I a 0 1 116"Iffilm I w 0 - t m y% I I II JA", M--- ';' 114 W p kk I � 111�i'JJ LEVEL 2 COURTYARDS • see sheet L-4 COMMERCIAL GROUND LEVEL i L--.-__j • see sheet L-3 Y Y. S F)/AkC: E Tm INVESTMENT PARTNERS 07 /^JOki V '� old V ) R t, 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT EXISTING COMMERCIAL PRESCHOOL LANDSCAPE SCHEMATIC PLAN L-2 1 f A f%f 0 9 07/13/21 EXISTING TREE Ro L A N D S C A PE ARCHITECTURE 12-481 WEST EDGE • green wall ENTRY DRIVE • brick pavers • enhance landscaping a PL • matching height palms LANDSCAPE PLAZA • brick pavers • accent trees • bench seating • pottery • trash J COAST HIGHWAY STREETSCAPE • per mariners' mile revitalization : w master plan • (3) proposed washingtonia filibusta palms (12 ft BTH) in tree grate S F)/AkC:E TM INVESTMENT PARTNERS 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT COMMERCIAL EXISTING COMMERCIAL PRESCHOOL GROUND LEVEL L-3 LANDSCAPE PLAN f A f%f 0 9 07/13/21 EXISTING TREE • DOG PARK • synthetic turf • trash ENTRY DRIVE • brick pavers • enhanced planting • loading areas RO L A N D S C A P E ARCHITECTURE 12-482 4 COMMERCIAL BELOW S F)/At(: E TM INVESTMENT PARTNERS GREEN SCREEN W/ VINES 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT PRIVATE DINING • dining tables • bbq • lounge seating • firepit • pottery DINING ROOM • sit up bar • dining tables • bbq (2) + sink • cafe table ENLARGED PRIVATE PATIOS - TYP. LEVEL 2 L-4 LANDSCAPE PLAN THE LOUNGE • lounge seating • pottery • game table • synthetic turf 0' 41 16' I I r 07/13/21 RO L A N D S CAP E ARCHITECTURE 12-483 GREEN WALL 0 0 S F)/AkC:E I" INVESTMENT PARTNERS A c Cc z -' L + � � PLANTING SCHEME A - PROJECT ENTRY • aloe striata • crassula ovata • dianella revoluta • festuca mairei • pittosprum t. 'golf ball' • westringia floribunda f+� 2510 W. COAST HWY LLC MIXED -USE DEVELOPMENT 000 000 000 000 000 0OCC7 0000000000000000000000000 _ +i !~' - la� �� 00 PLANTING SCHEME C - LEVEL 2 COURTYARD • agave attenuate 'nova' • asparagus densiplorus 'myersii' • ca rex d ivu lsa • chondropetaluym 'elephantinum' • dianella revoluta • lomandra longfolia 'breeze' • pittosprum t. 'golf ball i ME B - LEVEL 2 COURTYARD ate 'nova' nsiplorus 'myersii' :a �uta gfolia 'breeze' • pittosprum t. 'golf ball' Al/I PLANTING SCHEME D -REAR ENTRY i •agave americans • crassula ousts • tlianella revoluta • kalanchoe beharensis • muhlenburgia capillaris • senecio mandraliscae • westringia floribunda _ANDSCAPE MAINTENANCE NOTE: %LL LANDSCAPING TO BE MAINTAINED BY PROPERTY MANAGEMENT COMPANY. LIMITED USE AREA (Line of Sight) NOTE: ALL TREE BRANCHES TO BE TRIMMED TO 8' HIGH ABOVE FINISH GRADE. ALL SHRUBS WITHIN LIMITED USE AREA TO BE MAINTAINED AT 24" HIGH MAXIMUM. LANDSCAPE DOCUMENTATION NOTE: • A LANDSCAPE DOCUMENTATION PACKAGE BY THE PROJECT APPLICANT IS REQUIRED TO BE SUBMITTED TO THE CITY OF NEWPORT BEACH PURSUANT TO SECTION 2.1 OF THE WATER EFFICIENCY ORDINANCE STANDARDS. • LANDSCAPE AREA EXCEEDS 2,500 SF AND IS SUBJECT TO N.B.M.C. 14.17 "WATER EFFICIENT LANDSCAPE ORDINANCE • LANDSCAPE PLANS AND WATER USE CALCULATIONS PREPARED BY A PROFESSIONAL LICENSED LANDSCAPE ARCHITECT IN THE STATE OF CALIFORNIA. LANDSCAPE NOTES AND PLANT L-5 PALETTE WATER EFFICIENT LANDSCAPING NOTE: THE FOLLOWING MEASURES WILL BE INCORPORATED INTO THE PROJECT TO CONSERVE WATER: 1. THE IRRIGATION SYSTEM SHALL MEET THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH LANDSCAPE GUIDELINES FOR WATER EFFICIENT LANDSCAPES. 2. THE ESTIMATED APPLIED WATER USE ALLOWED FOR THE LANDSCAPE AREA SHALL NOT EXCEED THE MAWA CALCULATION. (CITY of NEWPORT BEACH NOTES: 1. ROOF GARDENS AND LANDSCAPED ROOFS SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CBC) AND THE CFC. 2. STREETSCAPE PER THE MARINERS' MILE REVITALIZATION MASTER PLAN 0' 167 a PROPOSED PLANT PALETTE: ALL PLANTS ARE CAL-IPC NON-INVASIVE and WUCOLS MEDIUM/LOW WATER CONSUMPTIVE (REGION 3 - SOUTH COASTAL) VARIETIES FOR THEIR PROPOSED GROWING CONDITIONS. THESE PLANTS ARE WATER CONSERVING and USED FOR THEIR DEEP ROOT SYSTEMS WHICH STABILIZES SOIL and MINIMIZES EROSION IMPACTS. BOTANICAL NAME COMMON NAME SIZE WUCOLS TREES: ARBUTUS x MARINA HYBRID STRAWBERRY 24" BOX MEDIUM Multi -Trunk ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM 36" BOX MEDIUM ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM Multi -Trunk 24" BOX MEDIUM O MAGNOLIA G.'LITTLE GEM' MAGNOLIA Low Branch 24" BOX MEDIUM MEDIUM 0 OLEA'SWAN HILL' FRUITLESS OLIVE Multi -Trunk 36" BOX DRACAENA DRACO DRAGON TREE 36" BOX LOW STREET TREES at West Coast Highway: WASHINGTONIA FILIBUSTA WASHINGTONIA HYBRID 12' BTH LOW HEDGE O FICUS MICROCARPA NITIDA'GREEN GEM' PRUNUS CAROLINIANA WONUS' GREEN GEM FIG 12' BTH MEDIUM O BRIGHT'N TIGHT TM CAROLINA 24" BOX MEDIUM LAUREL BOTANICAL NAME COMMON NAME SIZE WUCOLS SHRUBS: IRRIGATION HYDROZONE 1: LOW WATER CONSERVING PLANTING AREA: ECHEVERIA GLAUCA HENS & CHICKS 1 GAL LOW ECHEVERIA PEACOCKII PEACOCK ECHEVERIA 5 GAL LOW AEONIUM ARBOREUM'SCHWARZKOPF' AEONIUM 5 GAL LOW AGAVE AMERICANA CENTURY PLANT 15 GAL LOW ALOE STRATA CORAL ALOE 5 GAL LOW DASYLIRION WHEELERI DESERT SPOON 15 GAL LOW HESPERALOE PARVIFLORA RED YUCCA 5 GAL VERY LOW HETEROMELES ARBUTIFOLIA TOYON 15 GAL LOW KALANCHOE BEHARENSIS FELT PLANT 15 GAL LOW MUHLENBURGIA CAPILLARIS PINK MUHLY 5 GAL LOW SENECIO MANDRALISCAE SENECIO 1 GAL LOW WESTRINGIA FLORIBUNDA COAST ROSEMARY 5 GAL LOW IRRIGATION HYDROZONE 2: MEDIUM / LOW TRANSITION PLANTING AREAS: AEONIUM 'URBICUM' 'SALAD BOWL' AEONIUM 5 GAL LOW ALOE BAINSII TREE ALOE 24" BOX LOW ALOE STRATA CORAL ALOE 5 GAL LOW ARBUTUS'COMPACTA' DWARF STRAWBERRY 5 GAL LOW BOUGAINVILLEA ROSENKA SHRUB BOUGAINVILLE 5 GAL. LOW CALLISTEMON 'LITTLE JOHN' DWARF CALLISTEMON 5 GAL LOW CAREX DIVULSA BERKELEY SEDGE 5 GAL. MEDIUM CHONDROPETALUYWELEPHANTINUM' LARGE CAPE RUSH 5 GAL. LOW DIANELLA REVOLUTA LITTLE REV 5 GAL LOW DRACAENA DRACO DRAGON TREE 24" BOX LOW FESTUCA MAIREI ATLAS FESCUE 1 GAL LOW FESTUCA OVINA GLAUCA BLUE FESCUE 5 GAL LOW LOMANDRA LONG IFOLIA'BREEZE' SPINY -HEADED MAT RUSH 5 GAL. MEDIUM ROSMARINUS PROSTRATUS DWARF ROSEMARY 5 GAL. LOW SALVIA CLEVELANDII CA BLUE SAGE 5 GAL LOW TEUCRIUM CHAMAEDRYS GERMANDER 5 GAL LOW IRRIGATION HYDROZONE 3: MEDIUM / LOW ENHANCED SHRUBS: AGAVE ATTENUATA'NOVA' FOXTAIL AGAVE 15 GAL. LOW ALYOGYNE HUEGELII BLUE HIBISCUS 15 GAL LOW ASPARAGUS DENSIPLORUS'MYERSII' MYER ASPARAGUS 5 GAL. LOW BOUGAINVILLEA'LA JOLLA' BOUGAINVILLEA 5 GAL. MEDIUM CARISSA M. 'HORIZONTALIS' NATAL PLUM 5 GAL. MEDIUM CRASSULA OVATA JADE PLANT 15 GAL. LOW FURCRACEA FOETIDA'MEDIOPICTA' MAURITIUS HEMP 15 GAL. LOW PHORMIUM HYBRIDS NEW ZEALAND FLAX 5 GAL. LOW PITTOSPORUM C.'COMPACTUM' PITTOSPORUM 5 GAL. MEDIUM PITTOSPORUM T.'GOLF BALL' 'GOLF BALL' KOHUHU 5 GAL. MEDIUM PRUNUS ILICIFOLIA SPP. LYONII CATALINA CHERRY 24" BOX VERY LOW 07/13/21 RO L A N D S C A P E ARCHITECTURE 12-484 9 a 11 4 1 (4x6 OUT ?J oo 0 N 0 f J 12.52 TC _E (11.86 L (E) � c 1 0 1 I (SGG) (1-STORY STUCCO BLDG) (12.]8)FF (SCO) fl (12-43)RIMJ r1l • 1* TENTATIVE PARCEL MAP 2510 WEST COAST HWY. CH. CA NEWPORT BE, TRA C T NO 1,33 M. M. 76 / 1,3 - 14 L T 18 LOT 17 > LOT 16 fN ❑ (ASPHALT, F N ❑ A) ❑ ❑ ❑ . ,F5 z.]s (1z-9z)Fs � as]Tc (, a9)Fs N 39'41'15" F ,0 61)Fs (14.14 FS 525.96' .__ .........--- — --- ---- - - ........ - .___. (1z63) (13.° Tw ((1244)FS - L. Oz5 Fs 12,6)TG - - -- — (z13gs (T/A) (AD) 12.59 TC 02 12.297 (12. (12.30)FS �� I �_ u u (12.5,)LS ,(12.33)FS RESIDENTIAL (12.71)FS 4• (ASPHALT) R-2 OCCUPANCY 13 Gti g• TYPE III —A 1 GB) CONSTRUCTION LOT LINES ((,, 12.]])F6 57,F6 ABOVE PODIUM TO BE REMOVED \ T 0 STORIES 5.34)T S3JP N Y 10 S Y A G�l DE n 02) CB) (14.I5)FS 2510 (ASPHALT) (12.50)FS� (12.50)FS, it-TGRY ;Tll.^.^!1 BLDG) OMMERCIAL B OCCUPANCY (DIRT N 59°41'15" E 7.1TS OF 12' SITE ADDRESS: 2510 & 2530 WEST COAST HWY. NEWPORT BEACH, CA 92663 A.P.N. 425-471-55 & 425-471-56 AREA SUMMARY TOTAL AREA = 0.98 cc. GROSS PURPOSE STATEMENT THE PURPOSE IS TO CREATE 1 LOT FOR MIX USE DEVELOPMENT OWNER / SUBDIVIDER: MARK MOSHAYEDI 2510 W. COAST HWY LLC 17475 GILLETTE AVE. IRVINE, CA 92614 �OFESS/O p. 949-350-4019 ENGINEER: YERM TSALYUK Z ITF & ASSOCIATES, INC. w NO. C052871 m 11278 LOS ALAMITOS BLVD., #354 LOS ALAMITOS, CA 90720 y7 CIVIC- (800) 797-9483 FOp CA��FO (2436 PACIFIC COAST HIGHWAY) 2436 0 v (P/A) (PATIO) ® 1������• 0 6 10 LOT LINE TO BE REMOVED 1� (ASPHALT) III LO LINE 0 BI REMG VE 3.03)F5. (WO WALKWAY) 290.04' POR, L O T "A " , TTR/ C T MO. 919 (PLAYGROUND AREA) M. M. 29 / 3I - 34 BENCHMARK U-1415 DESCRIBED BY OCS 2002 — FOUND 3 3\4" NGS BRONZE DISK STAMPED "U 1415 1988", SET IN THE TOP OF A SEAWALL. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF CENTER STREET AND THE NEWPORT CHANNEL, 25 FT. WESTERLY OF THE PROLONGATION OF THE CENTERLINE OF CENTER STREET AND 0.3 FT. SOUTHERLY OF THE SEAWALL FACE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEV. 9.120 NAVD88 (2015 LEVELED) BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF WEST COAST HWY. BEING NORTH 61 °03'29" WEST, PER MAP RECORDED IN BOOK 256, PAGES 25-26 OF PARCELS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. FLOOD ZONE ZONE X, OUTSIDE THE 500 YEAR FLOOD BOUNDARIES FLOOD MAP NO. 06059CO381 K, EFFECTIVE DATE 0312112019 ZONING MU—MM (MIXED —USE MARINER'S MILE) (SHED) (13.09)FS. NOTES: —NO EXISTING WATERCOURSES ON SITE —SITE IS NOT SUBJECTED TO OVERFLOW OR INUNDATION —NP LANDS AND PARKS TO BE DEDICATED FOR PUBLIC USE ADJACENT OWNERS APN ADDRESS OWNER �1 425-471-15 2542 W. COAST HWY. DMP PCH—NEWPORT LLC E0 425-471-14 116 TUSTIN AVE. DMP PCH—NEWPORT LLC 3❑ 1 425-471-13 120 TUSTIN AVE. DMP PCH—NEWPORT LLC 4 425-471-12 124 TUSTIN AVE. DMP PCH—NEWPORT LLC 5 425-471-09 NOT AVAILABLE CITY OF NEWPORT BEACH © 425-471-10 NOT AVAILABLE CITY OF NEWPORT BEACH ❑7 425-471-21 NOT AVAILABLE CITY OF NEWPORT BEACH ® 425-471-54 2500 W. COAST HWY. HUMPHRIES ROBIN JOY TR HUMPHRIES FAMILY TR LOT 20 (21.59 TC \ I 21.16 FL ❑ 5 21 s6JPN 21 16)BW �5. (SMH) N rn 0 �Z ❑ A) \ 118 S)iC V (19. F 17.48 TC 16.95 FL 90 BW W (13.22)F5. (13- I ] (1 ].63)FS 5.os)Tw 4.66)Fs u.9 N 39°41"15" E 06 ps )Fs OB TC n)FL W < (14.]0 S z 1 1 a N .(145T)FS 12 14 R1 .(14.50)FS .(14.60)FS I (1.28 TC sJ (15.]5 FL (SHED) 35)FS (16.21)i ,4 3)F (14- OFS (1552)Fs 1631 (15.71)11 m (s.]a)Tc 4-77)Fs N 39'4 Y7 E 56 1' PR POSED 6' 20F EIDIC TION (PiA) �w FO FUTU E ROD 41D NINL051 r// 11 l� 000 SITEQ,.,p �rb. Ja N + 0 owl N � A n �bas 1 m.a• � ro = � v hc�nn to{n� naa• ..., nQ 06 na4o e u E et A. 'b vb ,^ Ad O toPit� atatita �►�IW O A Y 0 c a Nwaa O� • N- w a• a e a ALM N \ 1 10 AVEAW �Tron or \ in v a• g yam N QPGCLERrl n AVEMX s m y '•t r M A � � o W AVEM.� 49- 2 2 VICINITY MAP N TS LEGAL DESCRIPTION PARCEL A: PARCELS 1, 2 AND 3, OF RESUBDIVISION NO. 512 IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A PARCEL MAP FILED IN BOOK 85, PAGES 30 AND 31 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PARCEL B: THAT PORTION OF LOT A OF TRACT NO. 919, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON MAP RECORDED IN BOOK 29, PAGES 31 TO 34 INCLUSIVE OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF TRACT NO. 1133, SEAVIEW HEIGHTS, AS SHOWN ON MAP RECORDED IN BOOK 36, PAGES 13 AND 14 OF MISCELLANEOUS MAPS IN SAID OFFICE, WITH THE NORTHEASTERLY LINE OF LOT 19 OF LAST SAID TRACT,' THENCE ALONG THE SOUTHEASTERLY PROLONGATION OF SAID NORTHEASTERLY LINE SOUTH 61 ° 00' 30" EAST 57.10 FEET TO A POINT IN THE SOUTHWESTERLY PROLONGATION OF THE NORTHWESTERLY LINE OF THAT CERTAIN LAND DESCRIBED IN DEED RECORDED IN BOOK 1396, PAGE 168 OF OFFICIAL RECORDS IN SAID OFFICE, THENCE ALONG SAID SOUTHWESTERLY PROLONGATION SOUTH 39' WEST, 35.65 FEET TO THE NORTHWESTERLY LINE OF THE LAND DESCRIBED IN DEED RECORDED IN BOOK 975, PAGE 361—OF OFFICIAL RECORDS IN SAID OFFICE, THENCE ALONG SAID NORTHEASTERLY LINE NORTH 61 ° 00' 30" WEST 57.10 FEET TO SAID SOUTHEASTERLY LINE, THENCE ALONG SAID SOUTHEASTERLY LINE NORTH 39' 43' 30" EAST, 35.65 FEET TO THE POINT OF BEGINNING. PARCEL C: PARCEL 1 OF PARCEL MAP NO. 90-173, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 256, PAGES 25 AND 26 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. ASSESSOR'S PARCEL NUMBER: 425-471-55 & 425-471-56 EXISTING EASEMENTS 20 EASEMENT(S) FOR STATE HIGHWAY PURPOSES AND RIGHTS INCIDENTAL THERETO, GRANTED TO THE STATE OF CALIFORNIA PER DOCUMENT RECORDED SEPTEMBER 12, 1929, IN BOOK 311, PAGE 170 AND A RESOLUTION OF ABANDONMENT AS RECORDED JUNE 27, 1935 IN BOOK 761, PAGE 261 OF OFFICIAL RECORDS. [PLOTTTED.] 30 RECITALS AS SHOWN ON THE MAP RECORDED IN BOOK 85, PAGE 30 OF PARCEL MAPS. WHICH AMONG OTHER THINGS RECITES PROPOSED FUTURE RIGHT OF WAY LINE, NOT DEDICATED AS STATED IN RECITAL ON, AND SHOWN ON SAID PARCEL MAP. [PLOTTED] ® THE OWNERSHIP OF SAID LAND, BEING WEST COAST HIGHWAY, DOES NOT INCLUDE RIGHTS OF VEHICULAR ACCESS TO THE STREET OR HIGHWAY HEREINAFTER MENTIONED, EXCEPT AT SPECIFIED POINTS, SAID RIGHTS HAVE BEEN RELINQUISHED BY THE DEDICATION PROVISIONS SHOWN ON THE MAP RECORDED IN BOOK 85, PAGE 30 OF PARCEL MAPS. [PLOTTED] 5 EASEMENT FOR INGRESS, EGRESS, DRAINAGE AND RIGHTS INCIDENTAL THERETO, AS DELINEATED ON OR AS OFFERED FOR DEDICATON THE MAP RECORED IN BOOK 85, PAGE 30 OF PARCEL MAPS. [PLOTTED.] 6 EASEMENT FOR PRIVATE SEWER, WATER AND RIGHTS INCIDENTAL THERETO, AS THESE EASEMENTS TO BE DELINEATED ON OR AS OFFERED FOR DEDICATION ON THE MAP RECORED IN BOOK 85, PAGE QUIT CLAIMED AS PART OF 30 OF PARCEL MAPS. [PLOTTED.] THIS MAP 10 EASEMENT FOR INGRESS, EGRESS, SEWER, WATER AND RIGHTS INCIDENTAL THERETO S GRANTED IN A DOCUMENT RECORED AUGUST 30, 1989 AS INSTRUMENT NO. 89-465814 OF OFFICIAL RECORDS, [PLOTTED.] 12 MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED AGREEMENT REGARDING OFFER OF DEDICATION AND GRANT OF ACCESS EASEMENT RECORED OCTOBER 9, 1990 AS INSTRUMENT NO. 90-537748 OF OFFICIAL RECORDS. [PLOTTED] 14 MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED EASEMENT AGREEMENT RECORED OCTOBER 22, 1991 AS INSTRUMENT NO. 91-574951 OF OFFICIAL RECORDS. [PLOTTED.] O N \ 00 N 00 O 12-485