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HomeMy WebLinkAbout05_Reuben Residence CDP_PA2023-0120 CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT November 30, 2023 Agenda Item No. 5 SUBJECT: Reuben Residence (PA2023-0120) ▪ Coastal Development Permit SITE LOCATION: 1580 East Ocean Front APPLICANT: Brandon Architects OWNER: Jeffrey Reuben Trust PLANNER: Oscar Orozco, Assistant Planner 949-644-3219 or oorozco@newportbeachca.gov LAND USE AND ZONING • General Plan Land Use Plan Category: RS-D (Single Unit Residential Detached) • Zoning District: R-1 (Single-Unit Residential) • Coastal Land Use Plan Category: RSD-C (Single Unit Residential Detached) – (10.0 – 19.9 DU/AC) • Coastal Zoning District: R-1 (Single-Unit Residential) PROJECT SUMMARY The applicant requests a coastal development permit (CDP) to allow the demolition of an existing single-unit dwelling and construction of a new, 3,515 square-foot, two-story single- unit dwelling and an attached 453-square-foot two-car garage. The project also includes landscaping, hardscaping, and site walls. The project complies with all applicable development standards and no deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving the Coastal Development Permit filed as PA2023-0120 (Attachment No. ZA 1). 1 Reuben Residence (PA2023-0120) Zoning Administrator, November 30, 2023 Page 2 DISCUSSION Land Use and Development Standards • The subject property is in the R-1 Coastal Zoning District, which provides for single- unit residential development and is consistent with the City’s Coastal Land Use Plan, General Plan, and Zoning Code. A CDP is required, and the property is not eligible for a waiver for de minimis development because the property is in the Coastal Commission Appeal Area. • The property currently consists of one legal lot developed with a single-unit dwelling. The neighborhood is predominantly developed with two- and three-story, single- unit dwellings. The proposed design, bulk, and scale of the development are consistent with the existing neighborhood pattern of development, and the expected future development is consistent with applicable development standards. • The proposed single-unit dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. • Table 1 – Development Standards1 Development Standard Standard Proposed Setbacks (min.) Front (East Ocean Front) 10 feet 10 feet Rear (Abutting Alley) 0 feet 0 feet Side 3 feet 3 feet Allowable Floor Area (max.) 4,752 square feet 3,968 square feet Open Space (min.) 356 square feet 369 square feet Parking (min.) 2-car garage 2-car garage Height (max.) 24-foot flat roof 29-foot sloped roof 24-foot flat roof 29-foot sloped roof Hazards • A Coastal Hazards Report was prepared by PMA Consulting, INC. on June 3, 2023. The project site is separated from the water by a wide sandy beach. The site is approximately 340 feet from the mean high tide line. The report concludes that the highest high tide elevation (currently 7.7 feet North American Vertical Datum of 1988 [NAVD 88]) will not exceed 10.8 feet (NAVD 88) using the low-risk aversion projected sea level rise (3.2-foot increase) over the 75-year design life of the structure based on estimates for sea level rise provided by the State of California 1 The proposed structure does not include a third story and, therefore, the third-floor development standards are not included in the development standard overview. 2 Reuben Residence (PA2023-0120) Zoning Administrator, November 30, 2023 Page 3 Sea-Level Rise Guidance 2018. The report states that the estimated sea level rise over the next 75 years, using the Medium-High Risk Aversion, is potentially 6.7 feet (14.4 feet NAVD 88). The finish floor elevation of the proposed dwelling is 15 feet (NAVD 88). Additionally, the site has not historically been subject to any wave overtopping, nor is overtopping waters over the next 75 years expected to reach the subject site, even under extreme conditions. Based on the data provided, the study provides no recommendations necessary for shoreline protection devices and concludes that coastal hazards will not impact the property over the next 75 years, as the proposed project has minimal risk from flooding. • As conditioned pursuant to Newport Beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv) - (Bulkheads for nonresidential and residential waterfront development), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c) – (Nonresidential Waterfront Development, Development Standards). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. In addition, the project has been conditioned so that any improvements located on tidelands, submerged lands, and/or lands that may be subject to the public trust shall require a coastal development permit (CDP) approved by the California Coastal Commission (Coastal Commission). • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of a building permit. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and the CBC prior to building permit issuance. Water Quality • The property is located adjacent to coastal waters. Under Section 21.35.030 (Construction Pollution Prevention Plan) of the Municipal Code, a Construction Pollution Prevention Plan (CPPP) is required to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived from construction chemicals and materials. A CPPP has been provided and construction plans and activities will be required to adhere to the CPPP. 3 Reuben Residence (PA2023-0120) Zoning Administrator, November 30, 2023 Page 4 • The project design addresses water quality with a construction erosion control plan and a post-construction drainage system that includes drainage and percolation features designed to retain dry weather runoff and minor rain event runoff on-site. Any water not retained on-site is directed to the City’s storm drain system. Public Access and Views • The project site is located on the Balboa Peninsula between the nearest public road and the sea. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. • The project site is not located adjacent to a coastal view road, public viewpoint, public park, or public accessway, as identified in the Coastal Land Use Plan. The project site is located adjacent to a public beach and is visible from the beach. The project is also located adjacent to the I Street street-end. The project may be located within the viewshed of other distant public viewing areas. Site evaluation revealed that the proposed two-story design is consistent with the existing neighborhood pattern of development and will not affect the existing views afforded from the I Street street- end. The project will replace an existing single-family residence with a new single- family residence that complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. 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. • The project site is located between I Street and G Street, which are identified by the Coastal Land Use Plan as vertical access locations. The project does not interfere with the existing nearby access to the beach. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) 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. The Class 3 exemption includes the construction of limited numbers of new, small structures, including one single- family residence. The proposed project is a new single-family residence located in the R-1 4 Reuben Residence (PA2023-0120) Zoning Administrator, November 30, 2023 Page 5 Coastal Zoning District. There are no known exceptions listed in CEQA Guidelines Section 15300.2 that would invalidate the use of these exemptions. PUBLIC NOTICE Notice of this public 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 subject property at least 10 days before the scheduled hearing, 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. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director by the provisions of Title 21 (Local Coastal Program [LCP] Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 (Appeal to the Coastal Commission) of the City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: CC/oo Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans 5 Attachment No. ZA 1 Draft Resolution 6 01-10-2023 RESOLUTION NO. ZA2023-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING A COASTAL DEVELOPMENT PERMIT TO DEMOLISH AN EXISTING SINGLE- UNIT DWELLING AND CONSTRUCT A NEW TWO-STORY SINGLE-UNIT DWELLING AND ATTACHED TWO-CAR GARAGE LOCATED AT 1580 EAST OCEAN FRONT (PA2023-0120) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Octavio Hernandez of Brandon Architects, concerning property located at 1580 East Ocean Front and legally described as Lot 21, Block B of Tract No. 518, requesting approval of a coastal development permit. 2. The applicant requests a coastal development permit (CDP) to allow the demolition of an existing single-unit dwelling and construction of a new 3,515-square-foot two-story single- unit dwelling and an attached 453-square-foot two-car garage. The project also includes landscaping, hardscaping, and site walls. The project complies with all applicable development standards and no deviations are requested. 3. The subject property is designated Single Unit Residential Detached (RS-D) by the General Plan Land Use Element and is located within the Single-Unit Residential (R-1) Zoning District. 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Single Unit Residential Detached (RSD-C) (10.0 – 19.9 DU/AC) and it is located within the Single-Unit Residential (R-1) Coastal Zoning District. 5. A public hearing was held on November 30, 2023, online via Zoom. A notice of the time, place, and purpose of the hearing was given by the Newport Beach Municipal Code (NBMC). Evidence, both written and oral, was presented to and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Division 6, Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures) because it has no potential to have a significant effect on the environment. 2. Class 3 exempts the demolition, construction, or conversion of up to three single-family residences in urbanized areas. The proposed project consists of the demolition of an existing single-unit dwelling and construction of a new 3,515-square-foot two-story single- unit dwelling and an attached 453-square-foot two-car garage. 7 Zoning Administrator Resolution No. ZA2023-### Page 2 of 9 01-10-2023 3. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. By Section 21.52.015(F) (Coastal Development Permits - Findings and Decision) of the NMBC, the following findings, and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 4,752 square feet and the proposed floor area is 3,968 square feet. b. The proposed development provides the minimum required setbacks, which are 10 feet along the front property line abutting the East Ocean Front, 3 feet along each side property line, and 0 feet along the rear property line abutting the East Ocean Front alley. c. The highest guardrail is less than 24 feet from the established grade (13.15 feet NAVD88) and the highest ridge is no more than 29 feet from the established grade, which complies with the maximum height requirements. d. The project includes garage parking for a total of two vehicles, complying with the minimum two-car garage parking requirement for single-unit dwellings with less than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two and three story, single-unit dwellings. The proposed design, bulk, and scale of the development are consistent with the existing neighborhood pattern of development. 3. A Coastal Hazards Report was prepared by PMA Consulting, INC. on June 3, 2023. The project site is separated from the water by a wide sandy beach. The site is approximately 340 feet from the mean high tide line. The report concludes that the highest high tide elevation (currently 7.7 feet North American Vertical Datum of 1988 [NAVD 88]) will not exceed 10.8 feet (NAVD 88) using the low-risk aversion projected sea level rise (3.2- foot increase) over the 75-year design life of the structure based on estimates for sea 8 Zoning Administrator Resolution No. ZA2023-### Page 3 of 9 01-10-2023 level rise provided by the State of California Sea-Level Rise Guidance 2018. The report states that the estimated sea level rise over the next 75 years, using the Medium-High Risk Aversion, is potentially 6.7 feet (14.4 feet NAVD 88). The finish floor elevation of the proposed dwelling is 15 feet (NAVD 88). Additionally, the site has not historically been subject to any wave overtopping, nor is overtopping waters over the next 75 years expected to reach the subject site, even under extreme conditions. Based on the data provided, the study provides no recommendations necessary for shoreline protection devices and concludes that coastal hazards will not impact the property over the next 75 years, as the proposed project has minimal risk from flooding. 4.The finished floor elevation of the proposed single-unit dwelling is 15 feet (NAVD 88), which complies with the minimum 9.00-foot (NAVD 88) elevation standard. 5.The property is in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved before the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC before building permit issuance. 6.The property is located adjacent to coastal waters. Under Section 21.35.030 (Construction Pollution Prevention Plan) of the Municipal Code, a Construction Pollution Prevention Plan (CPPP) is required to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived from construction chemicals and materials. A CPPP has been provided and construction plans and activities will be required to adhere to the CPPP. 7.Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought-tolerant species. Before the issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 8.The project site is not located adjacent to a coastal view road, public viewpoint, public park, or public accessway, as identified in the Coastal Land Use Plan. The project site is located adjacent to a public beach and is visible from the beach. The project is also located adjacent to the I Street street-end. The project may be located within the viewshed of other distant public viewing areas. Site evaluation revealed that the proposed two-story design is consistent with the existing neighborhood pattern of development and will not affect the existing views afforded from the I Street street-end. The project will replace an existing single-family residence with a new single-family residence that complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. 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. Finding: 9 Zoning Administrator Resolution No. ZA2023-### Page 4 of 9 01-10-2023 B.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. Fact in Support of Finding: 1.The project site is located on the Balboa Peninsula between the nearest public road and the sea. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. 2.The project site is located between I Street and G Street, which are identified by the Coastal Land Use Plan as vertical access locations. The project does not interfere with the existing nearby access to the beach. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1.The Zoning Administrator of the City of Newport Beach hereby finds this project is categorically exempt from the California Environmental Quality Act under Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3 because it has no potential to have a significant effect on the environment. 2.The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit (PA2023-0120), subject to the conditions outlined in Exhibit “A,” which is attached hereto and incorporated by reference. 3.This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director by the provisions of Title 21 Local Coastal Program (LCP) Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 (Appeal to the Coastal Commission) of the City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. 10 Zoning Administrator Resolution No. ZA2023-### Page 5 of 9 01-10-2023 _____________________________________ Jaime Murillo, Acting Zoning Administrator PASSED, APPROVED, AND ADOPTED THIS 30TH DAY OF NOVEMBER, 2023. 11 Zoning Administrator Resolution No. ZA2023-### Page 6 of 9 01-10-2023 EXHIBIT “A” CONDITIONS OF APPROVAL Planning Division 1.The development shall be in substantial conformance with the approved site plan, floor plans, and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2.Prior to the final building permits, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices including the repair and maintenance, enhancement, reinforcement, or any other activity affecting the bulkhead, that results in any encroachment seaward of the authorized footprint of the bulkhead or other shoreline protective device. The agreement shall be binding against the property owners and successors and assigns. 3.Prior to the final building permits, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs, and expenses (including without limitation, attorney’s fees, disbursements, and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to the City’s approval of the development. This letter shall be scanned into the plan set before building permit issuance. 4.This approval does not authorize any new or existing improvements (including landscaping) on California Coastal Permit Jurisdiction, State tidelands, public beaches, or the public right-of-way. Any improvements located on tidelands, submerged lands, and/or lands that may be subject to the public trust shall require a coastal development permit (CDP) approved by the California Coastal Commission (Coastal Commission). Before the issuance of building permits, the applicant shall provide a copy of said coastal development permit or CDP waiver or documentation from the Coastal Commission that subject improvements are not subject to the permit requirements of the Coastal Act and/or not located within the permit jurisdiction of the Coastal Commission. 5.No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter the sensitive habitat, receiving waters, or storm drains or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands or their buffers. No demolition or construction materials shall be stored on public property. 6.This Coastal Development Permit does not authorize any development seaward of the private property. 12 Zoning Administrator Resolution No. ZA2023-### Page 7 of 9 01-10-2023 7. The applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In compliance with the MBTA, grading, brush removal, building demolition, tree trimming, and similar construction activities shall occur between August 16 and January 31, outside of the peak nesting period. If such activities must occur inside the peak nesting season from February 1 to August 15, compliance with the following is required to prevent the taking of native birds under MBTA: A. The construction area shall be inspected for active nests. If birds are observed flying from a nest or sitting on a nest, it can be assumed that the nest is active. Construction activity within 300 feet of an active nest shall be delayed until the nest is no longer active. Continue to observe the nest until the chicks have left the nest and activity is no longer observed. When the nest is no longer active, construction activity can continue in the nest area. B. It is a violation of state and federal law to kill or harm a native bird. To ensure compliance, consider hiring a biologist to assist with the survey for nesting birds, and to determine when it is safe to commence construction activities. If an active nest is found, one or two short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 8. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall be implemented before and throughout the duration of construction activity as designated in the Construction Erosion Control Plan. 9. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 10. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stockpiles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 11. Trash and debris shall be disposed of in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed of in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 12. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new Coastal Development Permit. 13. The project is subject to all applicable City ordinances, policies, and standards unless specifically waived or modified by the conditions of approval. 13 Zoning Administrator Resolution No. ZA2023-### Page 8 of 9 01-10-2023 14. The applicant shall comply with all federal, state, and local laws. A material violation of any of those laws in connection with the use may be caused by the revocation of this Coastal Development Permit. 15. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained are detrimental to the public health, and welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained to constitute a public nuisance. 16. Prior to issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to review and approval by the Building Division. 17. Prior to issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to review and approval by the Building Division. 18. Prior to issuance of building permits, a copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans. 19. Prior to issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought-tolerant plantings, non-invasive plant species, and water-efficient irrigation design. The plans shall be approved by the Planning Division. 20. All landscape materials and irrigation systems shall be maintained by the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 21. Construction activities shall comply with Section 10.28.040 (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. Noise-generating construction activities are not allowed on Saturdays, Sundays, or Holidays. 22. 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 periods unless the ambient noise level is higher: Between the hours of 7:00 AM and 10:00 PM Between the hours of 10:00 PM and 7:00 AM Location Interior Exterior Interior Exterior Residential Property 45dBA 55dBA 40dBA 50dBA 14 Zoning Administrator Resolution No. ZA2023-### Page 9 of 9 01-10-2023 Residential Property located within 100 feet of a commercial property 45dBA 60dBA 45dBA 50dBA Mixed Use Property 45dBA 60dBA 45dBA 50dBA Commercial Property N/A 65dBA N/A 60dBA 23. Before the issuance of the building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 24. 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 the current property owner or agent. 25. This Coastal Development Permit shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 26. To the fullest extent permitted by law, the applicant shall indemnify, defend and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs, and expenses (including without limitation, attorney’s fees, disbursements, and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of Reuben Residence including but not limited to, Coastal Development Permit (PA2023-0120). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorney’s fees, and other expenses incurred in connection with such claim, action, causes of action, suit, or proceeding whether incurred by the applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all the City's costs, attorneys' fees, and damages, which the City incurs in enforcing the indemnification provisions outlined in this condition. The applicant shall pay to the City upon demand any amount owed to the City under the indemnification requirements prescribed in this condition. Public Works Department 27. The proposed encroachments within the I street public right-of-way shall comply with City Council Policy L-6. An encroachment permit and encroachment agreement is required for all improvements within the I street public right-of-way. 15 Attachment No. ZA 2 Vicinity Map 16 VICINITY MAP Coastal Development Permit PA2023-0120 1580 East Ocean Front Subject Property Subject Property 17 Attachment No. ZA 3 Project Plans 18 '$7( 5(9,6,216 2:1(5,1)250$7,21 352-(&767$786 3/$1&+(&.12 .$/086'5,9(68,7(*&267$0(6$&$:::%5$1'21$5&+,7(&76&20 352-(&7&217$&7 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8 0 E A S T O C E A N F R O N T NE W P O R T B E A C H , C A 9 2 6 6 1 JOB NO. DATE SHEET NO. REVISIONS 23025 NO. REVISION DATE SHEET NO. OF 5 8/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G:\ P r o j e c t s \ 2 3 0 2 5 1 5 8 0 E . O c e a n F r o n t , N B \ D W G \ 2 3 0 2 5 . G R A D I N G . d w g 1 C1 TI T L E S H E E T 1.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE(NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST 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; 8:00AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28OF THE NBMC. 6. THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTINGUTILITIES. 8. APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USEDTO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THEUNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITYTRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPEAREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROLDEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC (SDR 35) WITH GLUED JOINTS. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TOENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIALS AND WASTES SHALLBE REMOVED FROM THE SITE. GENERAL NOTES CITY OF NEWPORT BEACH, CALIFORNIA COUNTY OF ORANGE C1 TITLE SHEETC2 GRADING PLANC3 STORM DRAIN PLANC4 CONST. POLLUTION PREVENTION PLANC5 GEOTECHNICAL NOTES SHEET INDEX 1580 EAST OCEANFRONTNEWPORT BEACH, CA 92661 APN: 048-202-19 PRECISE GRADING PLAN WILL ROLPHCIVILSCAPES ENGINEERING, INC.28052 CAMINO CAPISTRANO, STE 213LAGUNA NIGUEL, CA949.464.8115WILL@CIVILSCAPES.COM CIVIL ENGINEER 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSDURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 2. NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHALLBE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND ON THESITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIRDISCOVERY. 3. EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANSARE ESTIMATES FOR PERMITTING PURPOSES ONLY AND SHALL NOT USED FORCONSTRUCTION COST ESTIMATES OR FOR BIDDING PURPOSES. THE CONTRACTOR SHALLDEVELOP OWN QUANTITIES FOR BIDDING PURPOSES. 4. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/ORGEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THERESPONSIBILITY OF THE DESIGN ENGINEER FOR THIS PLAN. CIVILSCAPES ENGINEERINGDOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTERCONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES. 5. ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN ANDPER SEPARATE PLAN AND PERMIT. 6. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS. 7. CONTRACTOR SHALL VERIFY EXISTING ELEVATION, PROTECT ALL EXISTING UTILITIES, ANDDOWNSTREAM DRAIN. 8. TOPOGRAPHIC SURVEY SHOWN HEREON FOR REFERENCE PURPOSES ONLY. 9. TOPOGRAPHIC SURVEY PREPARED BY: APEX LAND SURVEYING, INC., 8512 OXLEY CIRCLE,HUNTINGTON BEACH, CA. PHONE: 714-488-5006. 10. VERIFY EXISTING TOPOGRAPHIC ELEVATIONS AND NOTIFY CIVILSCAPES ENGINEERING OFANY CONFLICTS PRIOR TO CONSTRUCTION. 11. NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL PROTECT UTILITIES ORSTRUCTURES FOUND ON THE SITE AND NOTIFY CIVILSCAPES ENGINEERING OF ANYCONFLICTS. 12. EXTERIOR FOUNDATIONS WALLS SHALL COMPLY WITH THE DETAILS AS SHOWN BELOW: 13. PAD ELEVATION IS ASSUMED TO BE BASED ON ARCHITECTURAL FLOOR PLAN WITH ATLEAST 5" THICK CONCRETE AND 4" THICK BASE WITH VAPOR BARRIER PER SOILS REPORT.CONTRACTOR TO VERIFY WITH LATEST APPROVED SOILS REPORT AND STRUCTURALENGINEER FOR EXACT SLAB RECOMMENDATIONS. 14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF AN OF THE EXISTING PUBLICIMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURBAND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THEOWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADEAT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 15. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHINTHE PUBLIC RIGHT OF WAY. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALLNON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. 16. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BYA C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERINGCONTRACTOR. 17. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSEDGENERAL ENGINEERING CONTRACTOR. 18. EXISTING STREET TREE(S) SHALL BE PROTECTED IN PLACE. 19. REMOVE EXISTING NON-GRASS PARKWAY ELEMENTS BETWEEN SIDEWALK AND CURB.REPLACE WITH SOD TO MATCH EXISTING AS REQUIRED. 20. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS AND OVER-EXCAVATIONREMOVALS AND COMPACTION REQUIREMENTS. 21. PIPE MATERIAL MAY BE SUBSTITUTED IF APPROVED BY ENGINEER. 22. INCLUDE ALL REQUIRED JOINTS AND FITTINGS. PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS. 23. UTILITIES SHALL BE CONSTRUCTED AND INSTALLED PER CALIFORNIA PLUMBING CODEAND CITY PLUMBING CODE. SERVICE LINES AND METER SIZES SHALL BE CONFIRMED BYPLUMBING ENGINEER OR CONTRACTOR PRIOR TO CONSTRUCTION. 24. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS, ASTM D 2321, AND SOILS REPORT. 25. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED. 26. CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFYENGINEER OF ANY DISCREPANCIES. 27. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN AMANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLICRIGHT-OF-WAY. NOTES TO OWNER, CONTRACTOR, & ARCHITECT EARTHWORK QUANTITIES 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 RELATIVECOMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENTRELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVEDBY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELYEVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THEOVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIEDAND 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 BEFOREANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED INPLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINEAND GRADE. 9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THEBUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OVERUNTESTED BACKFILLS TO FACILITATE TESTING. 10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDINGDEPARTMENT. 11. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY ANENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULDEXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICALHAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARYTREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL. 12. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BENECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILSENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROMTHE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 13. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THECONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPEAND ADJACENT STRUCTURES UPON COMPLETION. 14. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURINGGRADING. 15. NOTIFICATION OF NONCOMPLIANCE: IF IN THE COURSE OF FULFILLING THEIRRESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERINGGEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE INCONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BEREPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADINGWORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVEMEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FORAPPROVAL. GRADING NOTES 1. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM PAVED SURFACES. AREAS UPONSTARTING OPERATIONS, AND PERIODICALLY THEREAFTER. 2. SEDIMENT CONTROL MEASURES (I.E. GRAVEL BAGS OR EQUIVALENT) SHALL BEIMPLEMENTED AT THE PERIMETER OF ALL DISTURBED SOIL AREAS TO CONTROL RUN-ONAND RUN-OFF. 3. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILEDAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN ISIMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THERAINY SEASON. 4. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BEUSED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNERTHAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATEDRUN-OFF FOR TREATMENT AND DISPOSAL. EROSION CONTROL NOTES SITE ADDRESS: 1580 OCEAN FRONT E, NEWPORT BEACHAPN: 048-202-19GENERAL PLAN LAND USE: RS-D SINGLE UNIT RESIDENTIAL DETACHEDZONING DISTRICT: R-1 SINGLE-UNIT RESIDENTIALCOSTAL ZONE: YES SITE DATA:ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVEAPPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS ANDRESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAINPLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. CC&R'S 1. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY ANENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKSDEPARTMENT. 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIREDBEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OFPUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLICIMPROVEMENTS 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/ORCLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BEBORNE 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 ATTHE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLETO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THECONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGEOR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARDIMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARDIMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6. 4. CONTRACTOR REMOVE ALL EXISTING DECORATIVE MATERIAL WITHIN THE PUBLICRIGHT-OF-WAY. 5. ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE A MAXIMUMGROWTH CHARACTERISTIC OF 36-INCHES. 6. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONEDIN A MONNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLICRIGHT-OF-WAY. PUBLIC WORKS NOTES ARCHITECT BRANDON ARCHITECTS151 KALMUS DR., SUITE G-1COSTA MESA, CA 92626714.754.4040 RAW CUT 8 CUBIC YARDSRAW FILL 6 CUBIC YARDSOVER EXCAVATION 265 CUBIC YARDSSHRINKAGE 5%±13 CUBIC YARDSNET 11 CUBIC YARDS (IMPORT) THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE INCONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE FOLLOWING SOILSREPORT FOR THIS PROJECT ENTITLED: GEOTECHNICAL INVESTIGATION PROJECT No.: BA422.1DATED:MARCH 8, 2023 FIRM NAME: EGA CONSULTANTS, INC. GEOTECHNICAL CERTIFICATION REFER TO GEOTECHNICAL INVESTIGATION FOR ADDITIONAL INFORMATION: EGA CONSULTANTS, INC.375-C MONTE VISTA AVENUECOSTA MESA, CA 92627949.642.9309 SOILS ENGINEER NOTE: SURVEYOR OR ENGINEER SHALL PERMANENTLYMONUMENT PROPERTY CORNERS OR OFFSETSBEFORE GRADING. NO SCALE VICINITY MAP APEX LAND SURVEYING, INC.HUNTINGTON BEACH, CA 92646714.488.5006 SURVEYOR 22 ℄ ℄ ℄ PROPOSED RESIDENCEFF=15.00 E O C E A N F R O N T AL L E Y I STREET FF = 1 5 . 0 0 FS = 1 4 . 6 5 FF= 1 5 . 0 0 FS= 1 4 . 7 5 GFF = 1 1 . 6 8 GF F = 1 1 . 9 1 TG = 1 4 . 5 9 TG = 1 4 . 5 9 PROPOSED RESIDENCENNNNSSSEEENFF=15.00FFFFF555FFFFFFFF FF = 1 5 . 0 0 FF = 1 5 . 0 0 FF= 1 5 . 0 0 FF= 1 5 . 0 0 FS= 1 4 . 7 5 FS= 1 4 . 7 5 GFF = 1 1 . 6 8 GFF = 1 1 . 6 8 GF F = 1 1 . 9 1 GF F = 1 1 . 9 1 FA C E O F P R O P . B L D G W A L L FF=15.00 P/L EXISTINGBUILDING(ADJACENTNEIGHBOR) EXISTINGGROUND EXISTING WALLTO REMAINWALL PERARCH. PLAN OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEER 3'± SECTION A-ASCALE: 1"=4' TEMPORARY 1:1 SLOPEOVER-EX FAC E O F P R O P . B L D G W A L L FF=15.00 P/L EXISTINGGROUND OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEER 3'± TEMPORARY 1:1 SLOPEOVER-EX SECTION B-BSCALE: 1"=4' FAC E O F P R O P . B L D G W A L L FF=15.00 P/L OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEER 3'± TEMPORARY 1:1 SLOPEOVER-EX SECTION C-CSCALE: 1"=4' FA C E O F P R O P . B L D G W A L L FF=15.00 P/L 3'± 3'± OVER-EXCAVATION LIMITS PERGEOTECHNICAL RECOMMENDATIONSAND TO BE VERFIED IN FIELD BY SOILSENGINEER TEMPORARY PIPE AND BOARDSHORING PER GEOTECHNICALRECOMMENDATIONS SECTION D-DSCALE: 1"=4' 2 C2 GR A D I N G P L A N PR E C I S E G R A D I N G P L A N FO R O C E A N R E S I D E N C E 15 8 0 E A S T O C E A N F R O N T NE W P O R T B E A C H , C A 9 2 6 6 1 JOB NO. DATE SHEET NO. REVISIONS 23025 NO. REVISION DATE SHEET NO. OF 5 8/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G:\ P r o j e c t s \ 2 3 0 2 5 1 5 8 0 E . O c e a n F r o n t , N B \ D W G \ 2 3 0 2 5 . G R A D I N G . d w g CONSTRUCTION NOTES HARDSCAPE PER ARCHITECT'S PLAN. DRIVEWAY PER ARCHITECT'S PLAN. PLANTER AREA PER ARCHITECT'S PLAN. WALL OR FENCE PER ARCHITECT'S PLAN. CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL ON SHEET C3. IF EXISTING METER IS SUBSTANDARD, REMOVE AND REINSTALL 1-INCH WATER METER PER CITY OF NEWPORTBEACH STANDARD DRAWING STD 502. PROTECT SERVICE LINE FROM METER TO WATER MAIN. METER ANDSERVICE SIZE SHALL BE CONFIRMED BY MEP CONSULTANT. FIELD VERIFY LOCATION AND CONDITION OF EXISTING SEWER LATERAL TO SATISFACTION OF CITY ENGINEER.REMOVE EXISTING CLEANOUT AND PROVIDE NEW SEWER CLEANOUT WITH TRAFFIC RATED BOX PER CITY OFNEWPORT BEACH STANDARD DRAWING STD 406. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL ON SHEET C3. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL ON SHEET C3. 4-INCH WIDE NDS TRENCH DRAIN W/ LIGHT GREY GRATE. CONSTRUCT CONCRETE STEMWALL PER STRUCTURAL PLANS AND DETAIL ON SHEET C3. TEMPORARY PIPE AND BOARD SHORING PER GEOTECHNICAL RECOMMENDATIONS AND PER DETAIL ON SHEETC3. CONSTRUCT 12-INCH WIDE BOTTOMLESS TRENCH DRAIN PER DETAIL ON SHEET C3. 1 2 3 4 5 6 7 8 9 10 14 15 16 HARDSCAPE/LANDSCAPEPER PLAN FLOWLINE DETAIL NO SCALE TOP OF WALL FINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINT LEGEND INVERT TOP OF GRATEFINISHED FLOOR ELEVATION TW FSFLFGGBHPINV TGFF TOP OF COPING OR TOP OF CURBTC GARAGE FINISHED FLOORGFFEXISTING GRADEEG EXISTING SPOT ELEVATION( ) TOP OF RETAINING WALLTRWTOP OF SLOPETOP TOP OF RAILINGTRTOP OF STEMWALLTS HARDSCAPE PER ARCH. PLAN NATURAL GRADENG PROPERTY LINE AND LIMIT-OF-WORK OR EXISTING ELEVATION; CONTRACTOR SHALL FIELDVERIFY ELEVATIONS PRIOR TO CONSTRUCTIONAND REPORT ANY DISCREPANCIES TOCIVILSCAPES ENGINEERING102.6 (102.6) PROPOSED WALL BUILDING STEMWALL ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN ALICENSED GENERAL ENGINEERING CONTRACTOR. *** ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BEPERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSEDGENERAL ENGINEERING CONTRACTOR. **** *** **** 1. CONTRACTOR SHALL USE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TOEXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIORTO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT:http://www.newportbeachca.gov/home/showdocument?id=17395. PROOF OF CERTIFIEDDELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE. 2. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ AND FOR SHORINGAND/OR UNDERPINNING. 3. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THEGEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS ANDDURING REMOVAL OF SHORING. TRENCH AND EXCAVATION NOTE 23 ℄ ℄ ℄ PROPOSED RESIDENCEFF=15.00 E O C E A N F R O N T AL L E Y I STREET PROPOSED RESIDENCENNNNSSSEEENFF=15.00FFFFF555FFFFFFFF 3 C3 ST O R M D R A I N P L A N LANDSCAPING OR PAVERS 3" COVER MINIMUM 4" DIA. PERFORATED PVC DRAIN PIPEW/ PERFORATIONS AT BOTTOM 3/4" CRUSHED ROCK WRAP SIDES AND BOTTOM OFTRENCH WITH FILTER FABRIC; PROVIDE4" MINIMUM OVERLAP AT TOP OFTRENCH PERFORATED DRAIN PIPE AND TRENCH NO SCALE 12" MIN. WIDE PEDESTRAIN SAFE FRAME &GRATE 3/8" SLOT OPENING.EAST JORDANIRON WORKS OR EQUAL(800)874-4100 #4 REBAR TOP & BOTTOM DIMENSIONS DETERMINED BYGRATE FRAME DIMENSIONS.USEFRAME AS A FORM CRUSHED ROCKW/FILTER CLOTH FILL THIS PORTION WITH CRUSHED ROCKAFTER POURING GRATE SUPPORT CURBELEVATION SECTION E-E PLAN VIEW GRATE E E a- Dig a 24" wide x 18" minimum depth trenchb- Place filter cloth in the trench.Lap 12" @ topc- Form bottom of the trench with crushed rock.d- Form and pour perimeter concrete curbe- Fill the rest of the trench with crushed rock to 4" from top of trench DETAIL EBOTTOMLESS TRENCH DRAINNO SCALE PR E C I S E G R A D I N G P L A N FO R O C E A N R E S I D E N C E 15 8 0 E A S T O C E A N F R O N T NE W P O R T B E A C H , C A 9 2 6 6 1 JOB NO. DATE SHEET NO. REVISIONS 23025 NO. REVISION DATE SHEET NO. OF 5 8/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G:\ P r o j e c t s \ 2 3 0 2 5 1 5 8 0 E . O c e a n F r o n t , N B \ D W G \ 2 3 0 2 5 . G R A D I N G . d w g CONSTRUCTION NOTES FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL HEREON. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL HEREON. 4-INCH WIDE NDS TRENCH DRAIN W/ LIGHT GREY GRATE. FURNISH & INSTALL 4-INCH SDR-35 PVC STORM DRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIREDJOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILSREPORT. CONSTRUCT 10 LINEAR FEET OF PERFORATED PIPE AND GRAVEL TRENCH PER DETAIL HEREON. CONSTRUCT SIDEWALK & PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH STANDARD DRAWINGSTD 184. TEMPORARY PIPE AND BOARD SHORING PER GEOTECHNICAL RECOMMENDATIONS AND PER DETAIL HEREON. CONSTRUCT 12-INCH WIDE BOTTOMLESS TRENCH DRAIN PER DETAIL HEREON. 8 9 10 11 12 13 15 16 NDS SPEE-D BASIN DETAIL NO SCALE 2% MIN 3/4" CRUSHED ROCK OR APPROVEDEQUAL (REVIEW GEOTECHNICALRECOMMENDATIONS IN THE SOILSREPORT TO VERIFY) DRAIN PIPE PER PLAN COMPACTED BACKFILLPER GEOTECHNICALRECOMMENDATIONS COMPACTED BEDDINGPER GEOTECHNICALRECOMMENDATIONS NATIVE OR RE-COMPACTED SUBGRADE 4" MIN 4" MIN 4" M I N NDS #101 OR #201SPEE-D BASINOR APPROVEDEQUAL NDS #66 - 6" DRAIN RISER PIPE (LENGTHAS REQUIRED) OR APPROVED EQUAL VAR I E S 2% MIN NDS ATRIUM OR FLAT GRATETG ELEVPER PLAN INV ELEVPER PLAN SLOPE PER PLAN TOP OF WALL FINISHED SURFACEFLOW LINEFINISHED GRADEGRADE BREAKHIGH POINT LEGEND INVERT TOP OF GRATEFINISHED FLOOR ELEVATION TW FSFLFGGBHPINV TGFF TOP OF COPING OR TOP OF CURBTC GARAGE FINISHED FLOORGFFEXISTING GRADEEG EXISTING SPOT ELEVATION( ) TOP OF RETAINING WALLTRWTOP OF SLOPETOP TOP OF RAILINGTRTOP OF STEMWALLTS HARDSCAPE PER ARCH. PLAN NATURAL GRADENG PROPERTY LINE AND LIMIT-OF-WORK OR EXISTING ELEVATION; CONTRACTOR SHALL FIELDVERIFY ELEVATIONS PRIOR TO CONSTRUCTIONAND REPORT ANY DISCREPANCIES TOCIVILSCAPES ENGINEERING102.6 (102.6) PROPOSED WALL BUILDING STEMWALL FINISHED SURFACE FINISHED FLOOR FINISHED GRADE FINISHED FLOOR * VERTICAL DISTANCE MAY BE REDUCED PROVIDED THAT WOODFRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ONEXTERIOR FOUNDATION WALLS ARE MADE OF NATURAL DURABLE ORPRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH 2019CALIFORNIA BUILDING CODE SECTION 2301.11 AND UPWA U1. ** ** CONSTRUCT STEM WALL AS NECESSARY TO PROVIDE MINIMUMSEPARATION DISTANCE BETWEEN WOOD SHEATHING AND SURFACEPER CBC SECTION 2301.11 ** ***MINIMUM GRADE AWAY FROM FOUNDATION SHALL BE PERCALIFORNIA BUILDING CODE SECTION 1804.3. CONTRACTOR SHALLNOTIFY CIVILSCAPES ENGINEERING IF THERE ARE ANY CONFLICTS ****** STEMWALL/ADJACENT GRADE DETAIL NO SCALE TEMPORARY SHORING DETAIL NO SCALE P/L EXISTINGGROUND 2" DIAMETER STEEL POSTSDRIVEN AT 2' ON CENTER 3'± 7' 1-1/8" PLYWOOD CONTINUOUS TEMPORARYOVER-EX 24 ℄ ℄ ℄ PROPOSED RESIDENCEFF=15.00 E O C E A N F R O N T AL L E Y I STREET PROPOSED RESIDENCENNNNSSSEEENFF=15.00FFFFF555FFFFFFFF 4 C4 PR E C I S E G R A D I N G P L A N FO R O C E A N R E S I D E N C E 15 8 0 E A S T O C E A N F R O N T NE W P O R T B E A C H , C A 9 2 6 6 1 JOB NO. DATE SHEET NO. REVISIONS 23025 NO. REVISION DATE SHEET NO. OF 5 8/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G:\ P r o j e c t s \ 2 3 0 2 5 1 5 8 0 E . O c e a n F r o n t , N B \ D W G \ 2 3 0 2 5 . G R A D I N G . d w g 1. CONTRACTOR SHALL PROVIDE ONSITE CONCRETE WASHOUT FACILITY AND COMPLY WITHCASQA BMP WM-8. 2. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 3. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USINGAN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENTPRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENTTRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIARUNOFF, VEHICLE TRACKING, OR WIND. 3. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUESSHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. NOTES: GRAVEL BAG DETAIL NO SCALEA EROSION CONTROL CONSTRUCTION NOTES INSTALL GRAVEL BAG BARRIER PER CASQA SE-8 AND SE-6 INLET PROTECTION PER DETAIL HEREON A B AREA DRAIN INLET PROJECTION NO SCALE B 25 5 C5 GE O T E C H N I C A L N O T E S PR E C I S E G R A D I N G P L A N FO R O C E A N R E S I D E N C E 15 8 0 E A S T O C E A N F R O N T NE W P O R T B E A C H , C A 9 2 6 6 1 JOB NO. DATE SHEET NO. REVISIONS 23025 NO. REVISION DATE SHEET NO. OF 5 8/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G:\ P r o j e c t s \ 2 3 0 2 5 1 5 8 0 E . O c e a n F r o n t , N B \ D W G \ 2 3 0 2 5 . 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'6((:22'25:22'%$(6'352'8&76127(621%7$5&+72$339352),/($1'&2/25;7,0%(5%($03(56758&75()6758&7':*6:$//02817('/,*+7),;785(6&21&(72%(+,*+()),&,(1&< 12 5(9,6,21 '$7(   /21*,78',1$/6(&7,21 .,7&+(1 37 November 30, 2023, Zoning Administrator Item 5 Comments These comments on a Newport Beach Zoning Administrator agenda item are submitted by: Jim Mosher (jimmosher@yahoo.com ), 2210 Private Road, Newport Beach 92660 (949-548-6229). Item No. 5. Reuben Residence Coastal Development Permit (PA2023-0120) From the oblique view in the Vicinity Map on handwritten page 17 of the staff report, it appears the structure to be demolished is also two stories. It would have been helpful to indicate that and the square footage of that existing structure in the resolution’s project description, Section 1.2 on handwritten page 7. For example, “The applicant requests a coastal development permit (CDP) to allow the demolition of an existing two-story ???? square foot single-unit dwelling and construction of a …” I thought the Zoning Administrator had asked for that information to be included when existing structures are being replaced, and especially when the permit approves the demolition, as this one apparently does. It seems necessary to give some indication of what will be demolished. Zoning Administrator - November 30, 2023 Item No. 5a Additional Materials Received Reuben Residence CDP (PA2023-0120)