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Home My WebLink About02_Alvarado Residence Coastal Development Permit_PA2025-0034 CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT June 26, 2025 Agenda Item No. 2 SUBJECT: Alvarado Residence (PA2025-0034) ▪ Coastal Development Permit SITE LOCATION: 127 Shorecliff Road APPLICANT: Eric Olsen OWNERS: Michael and Julie Alvarado PLANNER: Laura Rodriguez, Assistant Planner lrodriguez@newportbeachca.gov, 949-644-3216 LAND USE AND ZONING • General Plan Land Use Plan Category: Single Unit Residential Detached (RS-D) • Zoning District: Single-Unit Residential (R-1-6000) • Coastal Land Use Plan Category: Single Unit Residential Detached – (0.0 – 5.9 DU/AC) (RSD-A) • Coastal Zoning District: Single-Unit Residential (R-1-6000) PROJECT SUMMARY A coastal development permit (CDP) to allow the demolition of an existing single-unit dwelling and construction of a two-story 5,025 square-foot single-unit dwelling with an attached 701-square-foot three-car garage. The project also includes the installation of landscaping, hardscaping, and site walls. The project complies with all applicable development standards and no deviations are requested. The CDP authorizes improvements within private property as well as some portions within the public right of way, such as the front yard and driveway. 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 1 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. PA2025-0034 (Attachment No. ZA 1). DISCUSSION Land Use and Development Standards • The subject property is in the R-1-6000 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 coastal development permit 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 one-and two-story single-unit dwellings. The proposed design, bulk, and scale of the development are consistent with the existing neighborhood pattern of development and expected future development is consistent with applicable development standards. Figure 1: Oblique Aerial Image of Neighborhood Subject Property 2 • 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 Standards Development Standard Standard Proposed Setbacks (min.) Front 25 feet 25 feet Sides 6 feet 6 feet & 10 feet (along storm drain easement on eastern side of the property) Rear 6 feet 68 feet Allowable Site Coverage (max 60%) 7,825.2 square feet (60%) 3,420 square feet (26.2%) Parking (min.) 3-car garage 3-car garage Height (max.) 24-foot flat roof 29-foot sloped roof ~ 26 foot- 3-inch sloped roof Hazards • The project site is not located near a mean high tide line as it is approximately 300 feet from coastal waters. Additionally, the finished floor elevation of the proposed single-unit dwelling is 74.50 feet North American Vertical Datum of 1988 (NAVD 88), which complies with the minimum 9.00-foot (NAVD 88) elevation standard for new structures. Water Quality • The property is not located on the shoreline nor is it located within 100 feet of coastal waters. Under Section 21.35.030 (Construction Pollution Prevention Plan) of the Newport Beach Municipal Code (NBMC), 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. • Under NBMC Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 75% of impervious surface area, a Water Quality and Hydrology Plan (WQHP) and/or Water Quality and Management Plan (WQMP) is required. A preliminary WQMP has been prepared for the Project by DZN Engineering dated, April 2, 2025. The WQMP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, the use of a Low Impact Development (LID) approach to retain the design storm runoff volume on-site, and documentation of the expected effectiveness of the proposed BMPs. The final priority WQMP shall be reviewed and approved by the Building Division during plan check. 3 Public Access and Views • The project site is located between the nearest public road and the sea or shoreline. Implementation Plan Section 21.30A.040 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-unit dwelling located on a R-1-6000 lot with a new single-unit dwelling. Therefore, the project does not involve a change in land use, density, or intensity that will result in increased demand for public access and recreation opportunities. Furthermore, the project is designed and sited (appropriate height, setbacks, etc.) so as not to block or impede existing public access opportunities. • The project is not located near a Coastal Viewpoint or Coastal View Road as identified in the Coastal Land Use Plan (CLUP). The nearest coastal viewpoint is on Inspiration Point Park, which is approximately 1,715 feet west of the property, and is not visible from the property. The property is adjacent to a private walkway that offers coastal views and is accessible from Shorecliff Road. However, this private viewing area is not considered a public Coastal Viewpoint as identified in the CLUP. Therefore, the project would not obscure views from these public areas. • The project is not located near a Public Beach Access point as identified in the CLUP. Vertical access to the beach is available approximately 500 feet west of the property along East Coast Highway and the southern end of Poppy Avenue. The southern end of Poppy Avenue connects to Glen Drive which provides access to an existing pedestrian trail to the beach. Lateral access is also available from Poppy Avenue and Ocean Boulevard through Inspiration Point Park, which is approximately 1,715 feet west of the Property. The park is adjacent to a public sidewalk that offers coastal views and connects to Corona Del Mar State Beach through an existing pedestrian walkway. Furthermore, while the property is next to a walkway that leads to a coastal viewing area, this is a private walkway on private property and not open to the public. This private walkway is also not considered a public beach access point identified in the CLUP. Given that the Property is located 500 feet away from these public beach access points, the project does not include any features that would obstruct access along these routes. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) 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. Class 3 consists of construction and location of limited numbers of new, small facilities or structures; installation of small equipment and facilities in small structures; and the conversion of existing small structures from one use to another where only minor 4 modifications are made in the exterior of the structures. Class 3 also exempts the demolition of up to three single-unit dwellings and additions of up to 10,000 square feet to existing structures and allows the construction or conversion of up to three single-unit dwellings. The proposed project consists of the demolition of one single-unit dwelling and the construction of a 5,025-square-foot two-story single-unit dwelling with an attached 701- square-foot three-car garage. Therefore, the Project qualifies within this exemption. There are no known exceptions listed in CEQA Guidelines Section 15300.2 that would invalidate the use of this exemption. 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. 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: Laura Rodriguez, Assistant Planner DL/lr Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans 5 Attachment No. ZA 1 Draft Resolution 6 RESOLUTION NO. ZA2025-### 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 WITH AN ATTACHED THREE-CAR GARAGE LOCATED AT 127 SHORECLIFF ROAD (PA2025-0034) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Eric Olsen (Applicant), concerning property located at 127 Shorecliff Road and legally described as Lot 115 of Tact No. 1116 (Property), requesting approval of a coastal development permit (CDP). 2. The Applicant proposes the demolition of an existing single-unit dwelling and construction a 5,025-square-foot two-story single-unit dwelling with an attached 701-square-foot three- car garage. The project also includes the installation of landscaping, hardscaping, and site walls. The project complies with all applicable development standards and no deviations are requested. The CDP authorizes improvements within private property as well as some portions within the public right of way, such as the front yard and driveway (Project). 3. The 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-1-6000) Zoning District. 4. The Property is located within the coastal zone. The Coastal Land Use Plan (CLUP) category is Single Unit Residential Detached – (0.0 – 5.9 DU/AC) (RSD-A) and it is located within the Single-Unit Residential (R-1-6000) Coastal Zoning District. 5. A public hearing was held on June 26, 2025, 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 consists of construction and location of limited numbers of new, small facilities or structures; installation of small equipment and facilities in small structures; and the conversion of existing small structures from one use to another where only minor 7 Zoning Administrator Resolution No. ZA2025-### Page 2 of 9 modification are made in the exterior of the structures. Class 3 also exempts the demolition of up to three single-unit dwellings and additions of up to 10,000 square feet to existing structures and allows the construction or conversion of up to three single-unit dwellings. In this case, the Project consists of the demolition of one single-unit dwelling and the construction of a new 5,025-square-foot, single-unit dwelling, and attached 701square-foot three-car garage. 3. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The Project 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. In accordance with Section 21.52.015(F) (Coastal Development Permits - Findings and Decision) of the NBMC, 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 (LCP). Facts in Support of Finding: 1. The Project complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum site coverage is 60% (7,825.2 square feet of the 13,042-square-foot lot) and the proposed site coverage is 26.2% (3,420 square feet). b. The Project provides the minimum required setbacks, which are 25 feet along the front property line abutting Shorecliff Road, 6 feet along each side property line, and 6 feet along the rear property line. c. The highest flat roof element does not exceed the maximum 24 feet from the established grade and the highest sloping roof complies with the maximum height requirements. Additionally, the finished floor elevation of the proposed single-unit unit dwelling is 74.50 feet North American Vertical Datum of 1988 (NAVD 88), which complies with the minimum 9.00-foot (NAVD 88) elevation standard for new structures. d. The Project includes garage parking for a total of three vehicles, complying with the minimum three-car garage parking requirement for single-unit dwellings with 4,000 square feet or more of habitable floor area. 8 Zoning Administrator Resolution No. ZA2025-### Page 3 of 9 2. The neighborhood is predominantly developed with one- and two-story, single-unit dwellings. The proposed design, bulk, and scale of the development are consistent with the existing neighborhood pattern of development. 3. The Property is located approximately 300 feet from coastal waters. A Construction Erosion Control Plan was provided 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. The Project design also addresses water quality through the inclusion of a post- construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event runoff on-site. Any water not retained on-site is directed to the City’s storm drain system. 4. Pursuant to Section 21.35.050 (Water Quality and Hydrology Plan) of the NBMC, due to the proximity of the development to the shoreline and the development containing more than 75% of impervious surface area, a Water Quality and Hydrology Plan (WQHP) and/or Water Quality and Management Plan (WQMP) is required. A preliminary WQMP has been prepared for the Project by DZN Engineering dated, April 2, 2025. The WQMP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, the use of a Low Impact Development (LID) approach to retain the design storm runoff volume on- site, and documentation of the expected effectiveness of the proposed BMPs. The final priority WQMP shall be reviewed and approved by the Building Division during plan check. 5. Proposed landscaping complies with Section 21.30.075 (Landscaping) of the NBMC. 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. 6. The Project is not located adjacent to a coastal view road, public access way, or Coastal Viewpoint as identified in the Coastal Land Use Plan (CLUP). The nearest coastal viewpoint is on Inspiration Point Park, which is approximately 1,715 feet west of the Property, and is not visible from the Property. As currently developed, the Property and other residences along Shorecliff Road are not located within the view shed of the park. Additionally, the Property is adjacent to a private walkway that offers coastal views and is accessible from Shorecliff Road. However, this private viewing area is not considered a public Coastal Viewpoint as identified in the CLUP. Therefore, the Project complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. The Project also does not contain any unique features that could degrade the visual quality of the coastal zone. Finding: 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. 9 Zoning Administrator Resolution No. ZA2025-### Page 4 of 9 Fact in Support of Finding: 1. The Property is located between the nearest public road and the sea or shoreline. 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 be proportional to the impact. In this case, the Project replaces an existing single-unit dwelling located on a R-1-6000 lot with a new single-unit dwelling. Therefore, the Project does not involve a change in land use, density, or intensity that will result in increased demand for public access and recreation opportunities. Furthermore, the Project is designed and sited (appropriate height, setbacks, etc.) so as not to block or impede existing public access opportunities. 2. The Project is not located near a Public Beach Access point as identified in the CLUP. Vertical access to the beach is available approximately 500 feet west of the Property along East Coast Highway and the southern end of Poppy Avenue. The southern end of Poppy Avenue connects to Glen Drive which provides access to an existing pedestrian trail to the beach. Lateral access is also available from Poppy Avenue and Ocean Boulevard through Inspiration Point Park which is approximately 1,715 feet west of the Property. The park is adjacent to a public sidewalk that offers coastal views and connects to Corona Del Mar State Beach through an existing pedestrian walkway. Furthermore, while the property is next to a walkway that leads to a coastal viewing area, this is a private walkway on private property and not open to the public. This private walkway is also not considered a public beach access point identified in the CLUP. Given that the Property is located 500 feet away from these public beach access points, the Project does not include any features that would obstruct access along these routes. 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 the Coastal Development Permit (PA2025-0034) 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. ZA2025-### Page 5 of 9 PASSED, APPROVED, AND ADOPTED THIS 26TH DAY OF JUNE 2025. _____________________________________ Benjamin M. Zdeba, AICP, Zoning Administrator 11 Zoning Administrator Resolution No. ZA2025-### Page 6 of 9 EXHIBIT “A” CONDITIONS OF APPROVAL (Project-specific conditions are in italics) 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 issuance of a building permit, the Applicant shall submit a final construction erosion control plan. The plan shall be subject to review and approval by the Building Division. 3. Prior to the issuance of a building permit, the Applicant shall submit a final drainage and grading plan. The plan shall be subject to review and approval by the Building Division. 4. Prior to the issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans. 5. Prior to the issuance of a building permit, 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. 6. Prior to the issuance of a building permit, the final WQHP/WQMP shall be reviewed and approved by the Building Division. The implementation shall comply with the approved CPPP and WQHP/WQMP and any changes could require separate review and approval by the Building Division. 7. 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. 8. 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. 9. 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: 12 Zoning Administrator Resolution No. ZA2025-### Page 7 of 9 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. 10. 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. 11. 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. 12. 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. 13. 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. 14. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 15. The Project is subject to all applicable City ordinances, policies, and standards unless specifically waived or modified by the conditions of approval. 16. 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. 17. 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 the Property or improvements in the vicinity or if the Property is operated or maintained to constitute a public nuisance. 13 Zoning Administrator Resolution No. ZA2025-### Page 8 of 9 18. 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. 19. Construction activities shall comply with Section 10.28.040 (Construction Activity – Noise Regulations) of the NBMC, 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. 20. All noise generated by the proposed use shall comply with the provisions of Chapter 10.26 (Community Noise Regulations) of the NBMC and other applicable noise control requirements of the NBMC. 21. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the current property owner or agent. 22. 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 NBMC, unless an extension is otherwise granted. 23. 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 the City’s approval of Alvarado Residence, including but not limited to, Coastal Development Permit No. PA2025-0034. 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 24. The proposed driveway shall be constructed per City Standard 162. 25. All existing unpermitted encroachments within the Shorecliff Road public right of way shall be removed. 14 Zoning Administrator Resolution No. ZA2025-### Page 9 of 9 26. A new sewer clean out on the existing sewer lateral shall be installed per City Standard 406. 27. The proposed decorative encroachments within the Shorecliff Road right of way and storm drain easement shall comply with City Council Policy L-6 and require an encroachment permit and encroachment agreement. 28. Structural encroachments shall not be permitted within the limits of the storm drain easement, except the second-floor roof overhang. 29. Landscaping within the limits of the storm drain easement shall be low growing and shall not impact the existing storm drain. 30. All improvements shall be constructed as required by Ordinance and the Public Works Department. 31. An encroachment permit shall be required for all work activities within the public right of- way. 32. The existing broken and/or otherwise damaged concrete curb and gutter along the Shorecliff Road frontage shall be reconstructed. 33. A new 36-inch box street tree along the Shorecliff Road frontage shall be installed. Species and location shall comply with City Council Policy G-6. 34. Additional reconstruction within the public right of-way could be required at the discretion of the Public Works Inspector if damage has been done to public improvements surrounding the development site by the private construction. Fire Department 35. A residential fire sprinkler system shall be required and shall comply with NFPA13D. Building Division 36. The fireplace shall be direct vent, gas, and have sealed combustion which complies with the California Residential Code & California Energy Code. 15 Attachment No. ZA 2 Vicinity Map 16 VICINITY MAP Coastal Development Permit No. PA2025-0034 127 Shorecliff Road Subject Property 17 Attachment No. ZA 3 Project Plans 18 127 SHORECLIFF ROADCORONA DEL MAR, CA C DRAWING NUMBER:DRAWING:PROFESSIONAL: E.O. 1/4" = 1'-0" 04.04.25 SCALE: DRAWN BY: DATE: JOB NUMBER:REVISION:PROFESSIONAL:PROJECT:DATE: 127 SHORECLIFF ROADCORONA DEL MAR, CA -THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TOTHREE YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTERAUGUST 21, 2019 AS REQUIRED BY NBMC SECTION 15.02.095 -PROVIDE EVIDENCE OF THE 30 DAY NOTIFICATION FOR COMPLETE DEMOLITION OREXCAVATION TO ADJOINING PROPERTIES AS REQUIRED BY NBMC SECTION 15.02.120 -PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRING FENCING (NEWSTRUCTURE OR ADDITION AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINEDFLOOR AREA EXCEEDING SEVENTY-FIVE (75) PERCENT OF THE FLOOR AREA OF THE PROPOSEDSTRUCTURE) IN DESIGNATED "HIGH DENSITY AREAS". PROJECT SIGN SHALL COMPLY WITHNBMC SECTION 15.60.030. CITY OF NEWPORT BEACH CONSTRUCTION NOTES: 19 ARCHITECTOWNER MIKE AND JULIE ALVARADO127 SHORECLIFF ROADCORONA DEL MAR, CA 92625 ERIC OLSEN, AIAERIC OLSEN DESIGN2728 E. COAST HWY., SUITE ACORONA DEL MAR, CA 92625OFFICE: 949.887.8856 STRUCTURAL ENGINEER DALE FORBESESI/FME, INC.1800 E. 16TH ST.SANTA ANA, CA 92701OFFICE: 714.835.2800FAX: 714.835.2819 SOILS ENGINEERDAVID A. WORTHINGTON 375-C MONTE VISTA AVENUECOSTA MESA, CA 92627OFFICE: 949.642.1290 EGA CONSULTANTS A-5.2 EXTERIOR ELEVATIONS A-2.2 SECOND FLOOR PLAN A-1.1 SITE PLAN AND PROJECT NOTESA-1.2 CAL GREEN NOTES A-3.1 FIRST FLOOR REFLECTED CEILING PLAN A-7 DETAILS DOOR AND WINDOW SCHEDULES SGN STRUCTURAL NOTESS-1 FOUNDATION PLAN SD1 STRUCTURAL DETAILS S-2 FRAMING PLAN SD2 STRUCTURAL DETAILS G-03 DRAINAGE DETAILS C COVER SHEET A-4 ROOF PLAN A-1.3 LOT SIZE ZONING PROPERTY MAILING ADDRESS LEGAL DESCRIPTION PARCEL NO.: 052-210-10 127 SHORECLIFF ROADCORONA DEL MAR, CA 92625 R-1 - 6000 13,042 S.F. OCCUPANCY GROUP R3 / U TYPE OF CONSTRUCTION TYPE V-B, SPRINKLERED LEGAL DESCRIPTION: N TRACT 1116, LOT 115 PROJECT DESCRIPTION PROJECT DATA 1. SETBACK REQUIREMENTS (MEASURED TO FACE OF FINISH) AN EXISTING TWO STORY RESIDENCE WILL BE DEMOLISHEDAND A NEW TWO STORY SINGLE FAMILY RESIDENCE WILL BE BUILT PROPOSED REAR SIDE (WEST) FRONT - 25'-0"- 68'-0" - 6'-0" 3. AREA OF BUILDING 2,290 S.F.FIRST FLOOR HABITABLE SPACE 3-CAR GARAGE 701 S.F. FD1 FOUNDATION DETAILS CIVIL ENGINEER 4. ALL EFFORTS SHALL BE MADE TO "GANG" VENT PIPES TO MINIMIZE ROOFPENETRATIONS AND OBSTRUCTIONS TO SMOOTH CLEAN ROOF FORM.5. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTOWHICH A PERSON IS REQUIRED TO DESCEND WITHOUT OBTAINING THE NECESSARYPERMIT FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TOISSUANCE OF A GRADING OR BUILDING PERMIT. 6. ALL HOSEBIBS MUST BE PROTECTED BY AN ANTI-SIPHON DEVICE PER UPC-1003. 7. MECHANICAL SHALL BE DESIGN-BUILD. ALL DESIGNS MUST MEET ALL REQUIREDCODES AND BE SUBMITTED FOR REVIEW WITH EQUIPMENT CUT SHEETS. 8. ELECTRICAL SHALL BE DESIGN-BUILD. ALL DESIGNS MUST MEET ALL REQUIREDCODES AND BE SUBMITTED FOR REVIEW WITH EQUIPMENT AND FIXTURE CUT SHEETS. 9. PROVIDE MECHANICAL VENTILATION FOR WATER CLOSET COMPARTMENTS,BATHROOMS AND LAUNDRY ROOMS CAPABLE OF PROVIDING 5 AIR CHANGES/HOUR 10. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALLMAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THATTHE INSULATION IS CONSISTENT WITH THE PLANS AND SPECIFICATIONS DESCRIBED INTHE CONSTRUCTION DOCUMENTS FOR WHICH THE BUILDING PERMIT WAS ISSUED ANDCONFORMS TO THE REQUIREMENTS OF TITLE 24, PART 6. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THEINSTALLED R-VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION) THE MINIMUMINSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'SLABELED INSTALLED DESIGN DENSITY FOR THE REQUIRED R-VALUE. 11. CABINETS ILLUSTRATED IN CONSTRUCTION DOCUMENTS ARE CONCEPT ONLY. CABINETS SHALL BE DESIGNED AND BUILT BY CONTRACTOR SELECTED BY OWNER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL . 1. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHERFREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS.2. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FORSHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. 3. PROVIDE CONSTRUCTION FENCING FOR NEW CONSTRUCTION AND FOR ADDITION PLUS REMODEL PROJECTS EXCEEDING 75% OF THE AREA OF PROPOSED STRUCTURE.FENCE HEIGHT TO BE BETWEEN 72" AND 84". 12. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVEAPPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS,AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY. 13. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42 INCHES FROM EXISTING GRADE PRIORTO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREAS AND 6 FEET FROM 14. RECYCLE AND/OR SALVAGE FOR REUSE A MIN. OF 65% OF THE NON-HAZARDOUSCONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 CAL GREEN CODE 1. FIRE SPRINKLER SYSTEM PER NFPA 13D IS REQUIRED THROUGHOUT INCLUDING ATTIC. FIRE SPRINKLERS SHALL BE A DEFERRED SUBMITTAL ITEM. OBTAIN FIRE SRPINKLER 2. PROVIDE A SEPARATE PERMIT APPLICATION AND DOCUMENTATION, FOR PLAN CHECK 50 DBA (55DBA WITH TIMER; 65 DBA WITH TIMER AND NEIGHBOR'S CONSENT) PER LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY. ILLUSTRATING HVAC EQUIPMENT COMPLIES WITH SOUND LEVEL NOT TO EXCEED PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OFRECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR SEPARATE PLAN CHECK AND SECTION 10.26.045 OF THE NBMC. FOR GENERAL CONSTRUCTION: -CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMMENCING WORK. -ALL DIMENSIONS TO EXISTING WALLS, ITEMS...ETC. NOTED ON PLAN ARE APPROXIMATEGENERAL CONTRACTOR TO VERIFY SAID INFORMATION AND REPORT ANY DISCREPANCIES. -PROVIDE OTHER MATERIALS AND EQUIPMENT NOT SPECIFICALLY DESCRIBED BUTREQUIRED FOR A COMPLETE AND PROPER INSTALLATION. -ALL PARTITION WALLS(EXTERIOR AND INTERIOR) SHALL BE 2x4 U.N.O., SEE STRUCTURAL NOTES FOR GRADE & SPECIES -ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOTRELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTSCONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY ORTO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIORTO COMMENCEMENT OF ANU CONSTRUCTION AUTHORIZED BY THIS PERMIT. ALL WORK SHALL CONFORM TO THE 2022 CRC, 2022 CBC, 2022 CPC, 2022 CEC, 2022 CMC, 2022 CALIFORNIA ENERGY CODE, 2022 CALIFORNIA GREEN BUILDINGSTANDARDS CODE (CG) AND CHAPTER 15 OF THE NEWPORT BEACHMUNICIPAL CODE (NBMC) A-6.1 BUILDING SECTIONS G-02 PRECISE GRADING PLANG-01 GRADING COVER SHEET 1 OF 1 TOPO SURVEY 15. ATTIC SPACE WITH CEILING HEIGHTS GREATER THAN 6 FEET NOT TO CONTAIN ANY AIRREGISTERS, ELECTRICAL OUTLETS, OR LIGHTING OTHER THAN IS REQUIRED BY CODE. NOT TO CONTAIN ANY INSULATION, DRYWALL, OR SIMILAR INTERIOR WALL FINISHING. PHONE: 949.300.2417 NOTE: A-1.1 DRAWING NUMBER:DRAWING:PROFESSIONAL: E.O. 1/8" = 1'-0" 04.29.25 SCALE: DRAWN BY: DATE: JOB NUMBER:REVISION:PROFESSIONAL:PROJECT:DATE: SIDE (EAST) - 10'-0" NORTH L1.01 CONSTRUCTION PLAN T0.00 TITLE SHEET 5,726 S.F.TOTAL BUILDING AREA L2.00 IRRIGATION LEGEND AND NOTES REAR SIDE FRONT -25'-0"- 6'-0" - 6'-0"SIDE - 6'-0" 4. REQUIRED PARKING REQUIRED: 3 GARAGE PARKING SPACESPROVIDED: 3 GARAGE PARKING SPACES 5. LANDSCAPED AREA LANDSCAPED AREA: 7,082 S.F. (LANDSCAPE DRAWINGS ATTACHED) 2. LOT AREA COVERAGE LOT AREA: 13,042 S.F.PROPOSED LOT COVERAGE: 3,420 S.F.13,0423,420 = 26.2% 3. SOLAR PHOTOVOLTAIC SYSTEM (WITH MINIMUM 3.82 kW DC) MUST BE OBTAINEDUNDER SEPARATE REVIEW AND PERMIT G-04G-05 EROSION CONTROL PLANSOILS RECOMMENDATIONS DZN ENGINEERING166 MATISSE CIRCLEALISO VIEJO, CA 92656OFFICE: 949.305.8920 L2.01 IRRIGATION PLAN 1/8" = 1'-0"SCALE: -PROJECT WILL COMPLY WITH CALIFORNIA BUILDING CODE CHAPTER 7A 127 SHORECLIFF ROADCORONA DEL MAR, CA FIRST FLOOR PLANA-2.1 A-3.2 SECOND FLOOR REFLECTED CEILING PLAN A-5.1 EXTERIOR ELEVATIONS SECOND FLOOR HABITABLE SPACE 2,735 S.F. 5,025 S.F.TOTAL HABITABLE SPACE S-3 ROOF FRAMING PLAN T24.2 TITLE 24 ENERGY ENERGY FORMST24.1 TITLE 24 ENERGY COMPLIANCE FORMS WSWH1 SIMPSON STRONG WALL L3.01 PLANTING PLAN L2.50 HYDROZONE PLAN -THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO 3 YEARSFROM THE START DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER JUNE 1, 2019 AS REQUIRED BY NBMC SECTION 15.02.095. A-6.2 BUILDING SECTIONS 4. POOL/SPA TO BE SEPARATE PLAN CHECK AND APPROVAL. 5. ELECTRICAL AND PLUMBING FOR EXTERIOR IMPROVEMENTS DETACHED FROM THE HOUSE (I.E. BBQ'S, FOUNTAIN, FIRE FEATURE) SHALL BE SEPARATE PLAN CHECK ANDAPPROVAL. PERMIT. 429 S.F.COVERED PATIO AREA EXISTING STORM DRAIN MANHOLE EXISTING CURB EXISTING STORM DRAIN MANHOLE EXISTING STREET LIGHT PROPERTY LINE EXISTING GATE TO REMAIN EXISTING CONCRETEWALKWAY TO REMAIN EXISTING CONCRETEWALKWAY TO REMAIN EXISTING CONCRETEWALKWAY TO REMAIN PROPERTY LINE PROPERTY LINE EXISTING 6' TALL WALL TO REMAIN EXISTING 6' TALL WALL TO REMAIN EXISTING 3' TALL WALL TO REMAIN PROPERTY LINE 10'-0" WIDE STORMDRAIN EASEMENT 10'-0" WIDE STORMDRAIN EASEMENT EXISTING 72" TALL HEDGE TO REMAIN 5' TALL POOL SAFE FENCE COVERED PATIO STONE DRIVEWAY STONE WALKWAY EXISTING CONCRETE TO REMAIN STONE PATIOLANDSCAPING LINE OF 6' CITY SETBACK 25'-0"FRONT SETBACK 10'- 9 " 10'-1 14" 5' TALL POOL SAFE FENCE POOL EQUIPMENTEQUIPMENT MUST COMPLY WITH THECITY'S SOUND DECIBEL RATING STANDARDS A/C CONDENSING UNITSA/C UNITS MUST COMPLY WITH THE CITY'S SOUND DECIBELRATING STANDARDS STONE WALKWAY 1. RESIDENTIAL BUILDING UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTSSHALL REPLACE NON COMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING 3. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENTPERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 13. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS: A. SWINGING, BI-FOLD, AND SLIDING DOORSB. WHEN LOCATED WIHING 60 INCHES OF THE FLOOR SURFACE IN TUBS,SHOWERS, SAUNAS, STEAM ROOMS, OR OUTDOOR SWIMMING POOL. 12. WALL COVERING OF SHOWERS OR TUBS WITH SHOWERS SHALL BE OF CEMENT PLASTER, TILE, 11. ALL EXTERIOR LATH AND PLASTER SHALL HAVE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. (CRC R703.6.3, CBC 2510.6) C. WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF DOORS AND WITHIN 60 INCHESOF WALKING SURFACED. WHERE GLAZING AREA IS MORE THAN 9 S.F. IN AREA, WITH THE BOTTOM EDGE LESS THAN18 INCHES ABOVE THE FLOOR AND TOP EDGE MORE THAN 36 INCHES ABOVE FLOORE. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVETHE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS F. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF OR APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 72 INCHES ABOVE DRAIN INLET. BACKING FOR TILE SHALL BE CEMENT BOARD OR CEMENT PLASTER. (CRC R307.2, CBC 1210.3) CONSTRUCTION: (CRC R308.4, CBC 2406.3) 10. PEDESTRIAN PROTECTION ADJACENT TO PUBLIC WAY TO BE AS FOLLOWS:HEIGHT OF DISTANCE FROM CONSTRUCTIONCONSTRUCTIONTO LOT LINE TYPE OF CONSTRUCTIONREQUIRED8 FEET OR LESS LESS THAN 5 FEET CONSTRUCTION RAILINGS5 FEET OR MORE NONE LESS THAN 5 FEET BARRIER AND COVERED WALKWAY5 FEET OR MORE, BUT NOT MORE THAN ONE-FOURTH THE HEIGHT OF CONSTRUCTIONMORE THAN 8 FEET BARRIER AND COVERED WALKWAYBARRIER NONE5 FEET OR MORE, BUT BETWEEN 1/2 AND 1/2 THE HEIGHT OF CONSTRUCTION5 FEET OR MORE, BUT EXCEEDING ONE-HALF THE HEIGHT OF CONSTRUCTION FIXTURES MEETING THE REQUIREMENTS OF 2022 CAL. GREEN BUILDING STANDARDS CODE,SECTION 4.303. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCEOF A CERTIFICATE OF OCCUPANCY OR FINAL INSPECTION BY THE CHIEF BUILDING OFFICIAL.(CIVIL CODE, SECTION 1101.1 ET. SEQ., NBMC 15.11.020)2. 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 OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENTOF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. GENERAL: 4. A SITE SURVEY BY A LICENSED SURVEYOR SHALL BE REQUIRED PRIOR TO FOUNDATION POUR.5. GARAGE CEILING HEIGHT. THE MIN. UNOBSTRUCTED VERTICAL CLEARANCE FOR PARKING SPACESSHALL BE SEVEN FEET, EXCEPT THAT THE FRONT FOUR FEET MAY HAVE A MIN. VERTICAL CLEARANCE OF 4 FEET (NBMC 20.40.090 a 4) 7. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES CLEAR WIDTH. (CRC 311.7.1) THE MINIMUMHEAD CLEARANCE SHALL BE 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOININGTREAD NOSING. (CRC 311.7.2) OF STAIRS AND RAMPS. THE BOTTOM TREAD APPLICABLE STANDARDS: 2022 CRC, 2022 CBC, 2022 CPC, 2022 CEC, 2022 CMC, 2022 BUILDING ENERGY EFFICIENCY EFFICIENCY STANDARDS, 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN); AND CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC) 6. UTILIZE ONE OF THE CITY'S APPROVED FRANCHISE HAULER TO RECYCLE AND/OR SALVAGE A MINIMUM OF65% OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE. (CALGREEN 4.408.1, 4.408.3) 8. ADVISORY NOTE: HOMEOWNERS ASSOCIATION (HOA) APPROVAL MAY BE REQUIRED FOR THIS IMPROVEMENT. 9. ADDITIONAL PERMITS ARE REQUIRED FOR DETACHED STRUCTURES INCLUDING BUT NOT LIMITED TO:A. ACCESSORY STRUCTURES, DETACHED PATIO COVERS, AND TRELLISES,B. MASONRY OR CONCRETE FENCES OVER 3.5 FT. HIGHC. RETAINING WALLS OVER 4 FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF THE WALL. G. GLAZING IN GUARDS AND RAILINGS 15. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R314.3, CBC 907.2.11.2,): A. IN EACH SLEEPING ROOMB. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.C. ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. 14. ALL DOORS AND OPERABLE WINDOWS WITH SILL HEIGHT LESS THAN 48" ABOVE THE INDOOR FINISHED ALARM OR APPROVED ALTERNATE DROWNING PREVENTION SAFETY FEATURE. (CBC 3109.4.4.2) 16. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R315.3, CBC 420.6)A. OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S)B. ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS F. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESSEXEMPTED IN ACCORDANCE WITH CRC SECTIONS R314.4 & R314.5 OR CBC 907.2.11.3 & 907.2.11.4 CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTEDUNLESS EXEMPTED IN ACCORDANCE WITH CRC R315.6(4). 907.2.11.3 & 907.2.11.4): D. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINSA BATHTUB OR SHOWER.E. A MIN. OF 20 FEET HORIZONTALLY FROM ANY PERMANENTLY INSTALLED COOKING APPLIANCE. C. WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, ACARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM.26. THE CLOTHES DRYER VENT SHALL NOT EXCEED 14 FEET IN OVERALL LENGTH WITH MAX. TWO MECHANICAL: 32. PLUMBING FIXTURES:a. NEW CONSTRUCTION & ADDITION/ALTERATIONS THAT INCREASES CONDITION SPACE AREA, b. ADDITION AND ALTERATION NOT INCREASING CONDITION SPACE AREA, VOLUME, i. SHOWER HEADS: 2.0 GPM @ 80 PSIii. LAVATORY FAUCETS: 1.5 GPM @ 60 PSIiii. KITCHEN FAUCETS: 1.8 @ 60 PSI 23. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH A MIN. CAPACITY OF 50 CFM DUCTED TO TERMINATE OUTSIDE THE BUILDING. (CRC R303.3, CG 4.506.1, CBC 1202.50000.2.1, CMC 402.5) 90 DEGREES ELBOWS. (CMC 504.4.2.1) 27. ENVIRONMENTAL AIR DUCTS SHALL TERMINATE MIN. 3 FEET FROM PROPERTY LINE OR OPENINGSINTO BUILDING. (CMC 502.2.1)28. MECH. EQUIPMENT SHALL BE INSTALLED PER THE MFG'S INSTALLATION INSTRUCTIONS (CMC 303.1)29. DOMESTIC RANGE VENTS TO BE SMOOTH METALLIC INTERIOR SURFACE. (CMC 504.3) 30. SUPPLY AND RETURN AIR DUCTS TO BE INSULATED AT A MIN. OF R-6. CAL ENERGY CODE TABLE 150-1-A. PLUMBING: i. COMPLY WITH CAL GREEN MANDATORY REQUIREMENTS.VOLUME, OR SIZE (CG 4.303.1): OR SIZE (CPC 403.0408.2): iii. WATER CLOSET: 1.28 GALLONS PER FLUSH 24. WHERE WATER CLOSET COMPARTMENT IS INDEPENDENT OF THE BATHROOM OR SHOWER AREA, AFAN WILL BE REQUIRED IN EACH AREA. BATHROOMS SHALL HAVE AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR, MIN 50 CFM CAPACITY.25. WHERE WHOLE HOUSE FANS ARE USED IN BATHROOM AREAS, THE FAN MUST RUN CONTINUOUSLY AND SHALL NOT BE TIED TO A HUMIDITY CONTROL SENSOR. A. PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX OF ASOLID FUEL BURNING FIREPLACE. C. CHIMNEY SHALL EXTEND AT LEAST 2 FT. HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 FT.BUT SHALL NOT BE LESS THAN 3 FT. ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES 21. SOLID FUEL BURNING FIREPLACES: D. LIQUID FUELED FIREPLACES ARE NOT ALLOWED FOR INTERIOR USE. B. SOLID FUEL BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDSMANDATORY MEASURES. THROUGH THE ROOF (CRC R1003.9) 21. DIRECT VENT GAS APPLIANCE FIREPLACE: A. DIRECT VENT SEALED COMBUSTION GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CALGREEN CODE REQUIREMENTS AND MUST COMPLY WITH ANSI Z21.50 (CAL GREEN 4.503.1) 31. SEPARATE WATER METERS ARE REQUIRED FOR ALL NEW DUPLEXES. SEPARATE FIRE RISERS ARE REQUIREDAT EACH WATER METER. A. FACTORY BUILT FIRE PLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTEDAND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONSOF THE LISTING. (CRC R1004.1) C. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC INSTALLATION INSTRUCTIONS. (CRC R1005.2 & CMC 802.5.1.1 & CMC 802.5.4.3) 18. ALL FENESTRATIONS ON WINDOWS AND DOORS SHALL HAVE U-FACTORS (0.30 MAX) AND SOLARHEAT GAIN COEFFICIENT (SHGC= 0.23 MAX) VALUES IN ACCORDANCE WITH T-24 ENERGY CALCULATIONS.ALL FENESTRATION MUST HAVE TEMPORARY AND PERMANENT LABELS. 20. ALL FIREPLACES: ]FACTORY-BUILT CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S TEMPORARY GENERATOR:19. HAND OPERATED CONSTRUCTION TOOLS POWERED BY ELECTRICITY MUST USE POWER PROVIDED BY TIME IN USE REQUIRED SETBACK FROMHOURSPROPERTY LINE REQUIRED SETBACK FROMADJACENT STRUCTURES0-1 DAY MORE THAN 1 DAY SCE THROUGH A TEMPORARY POLE OR AVAILABLE OUTLET. IN THE RARE CASE WHERE ELECTRICITY IS NOT READILY AVAILABLE AND A PORTABLE TEMPORARY GENERATOR IS NECESSARY, THEN THE FOLLOWING RESTRICTIONS MUST BE ADHERED TO: A. MUST BE PORTABLE AND MAY BE EASILY RELOCATED.B. TEMP. GENERATORS ARE TO BE LOCATED A MIN. DISTANCE FROM ANY PROPERTY LINEACCORDING TO THE FOLLOWING TABLE. 10 FEET 20 FEET 5 FEET 5 FEETC. IF THE MIN. DISTANCE CANNOT BE ACHIEVED, THEN THE GENERATOR SHALL BE LOCATED D. MAY BE OPERATIONAL FOR A MAX. OF FIVE CONSECUTIVE CALENDAR DAYS. AFTER FIVE CONSECUTIVECALENDAR DAYS OF USE, POWER SHALL BE PROVIDED THROUGH THE USE OF A TEMP POWER POLE THE MOST EXTREME DISTANCE PRACTICAL TO INHIBIT NOISE. OTHER METHODS TO INHIBITNOISE MAY BE UTILIZED WHEN PRACTICAL E. USAGE IS LIMITED TO WEEKDAYS BETWEEN THE HOURS FROM 8:00 AM AND 3:30 PM MONDAYTHROUGH FRIDAY. NO USE ON THE WEEKENDS OR FEDERAL HOLIDAYS. FIREPLACE: B. FACTORY BUILT WOOD BURNING FIREPLACES SHALL BE QUALIFIED AT THE US. EPA'S VOLUNTARYFIREPLACE PROGRAM PHASE 2 EMISSIONS LEVEL. (CRC 1004.1.1) D. HORIZONTAL OPENINGS ARE NOT ALLOWED, FOR EXHAUST VENTS, IN WALLS CLOSER THAN 3 FEET PROPERTY LINES.E. EXHAUST OPENINGS SHALL NOT BE DIRECTED ONTO WALKWAYS. (r303.5.2) TO A PROPERTY LINE, (TABLES r302.1(1) &2)). HORIZONTAL VENT CAPS SHALL BE 2 FEET CLEAR FROM 17. NEWLY CONSTRUCTED DWELLINGS SHALL COMPLY W/ AGING-IN-PLACE AND FALL PREVENTION (CRC R327):A. AT LEAST ONE BATHROOM ON THE EWNTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT FORGRAB BARS, WHERE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THESECOND OR THIRD FLOOR OF THE DWELLING SHALL COMPLY WITH CRC R327.1.1.B. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS SHALL BE LOCATED NO MORE THAN 48"MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15" MEASURED FROM THE BOTTOMOF THE OUTLET BOX ABOVE THE FINISHED FLOOR. CRC R327.1.2.C. DOORBELL BUTTONS SHALL NOT BE INSTALLED MORE THAN 48" ABOVE EXT. FLOOR OR LANDING. 33. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24 INCHES IN FRONT, AND 15 INCHESFROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. CPC 402.534. THE WATER HEATER BURNER TO BE AT LEAST 18 INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. (CPC 507.13)35. INSTALL A 3 INCH DIAMETER BY 3 FOOT TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION OF WATER HEATERS IN GARAGE. CPC 507.13.1 71. WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE SHALL BE A MINIMUMOF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. (CRC R703.6.2.1) 73. ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS, A MINIMUM OF 0.229" X 3" X 3" IN SIZEIN SIZE, BETWEEN SILL PLATE AND NUT. (CRC R602.11.1, CBC 2308.3, ACCEPTABLE ALTERNATE 55. COMBINATION TYPE AFCI CIRCUIT BREAKERS ARE REQUIRED FOR ALL 120 VOLT SINGLE PHASE 15/20AMP BRANCH CIRCUITS. EXCEPT FOR BATHROOMS, KITCHENS, GARAGES, OUTDOORS, AND LANUDRY 36. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1 1/2" X 16 GAUGESTRAP WITH 3/8" DIA. X 3" LAG BOLT EACH END. CPC 507.2 ROOMS. (CEC 210.12(B)) 48. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING ORADDITION TO AN EXISTING BUILDING EXCEEDS 50% OF THE GROSS FLOOR AREA OF THE EXISTING 50. FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 49. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. ELECTRICAL: 54. ALL RECEPTACLE OUTLETS ARE REQUIRED TO BE LISTED TAMPER RESISTANT.(CEC 406.12 AND 210.52) FOUNDATION 72. FASTENERS AND CONNECTORS (NAILS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. (CRC R317.3, CBC 2304.9.5.1) 51. SERVICE EQUIPMENT AND SUBPANELS TO HAVE A MIN. 30" WIDE BY 36" DEEP CLEAR WORK SPACE. 37. ABS AND PVC DRAIN WASTE AND VENT PIPING MATERIAL IS LIMITED TO 2 STORIES MAX.(CPC 701.2(2) (a). and 903.1.1) 38. ABS AND PVC ROOF AND DECK DRAIN MATERIAL IS LIMITED TO 2 STORIES MAX. (CPC 1101.4)39. ROOF AND DECK DRAIN SYSTEMS INSIDE THE BUILDING ARE REQUIRED TO BE INSTALLED WITH DIRECTIONAL DWV DRAINAGE FITTINGS. (CPC 1101.3 AND 706.0)40. CLEANOUTS ARE REQUIRED WITHIN 2 FEET OF THE CONNECTION BETWEEN THE INTERIOR ROOF ANDDECK DRAIN PIPING SYSTEM, AND THE EXTERIOR ONSITE STORM DRAIN SYSTEM. (CPC 1101.13) 41. ALL HOSE BIBBS ARE TO HAVE VACUUM BREAKERS. (CPC 603.5.7) BUILDING.. NBMC 15.32.015. 56. A MINIMUM OF ONE DEDICATED 20 AMP CIRCUIT IS REQUIRED FOR A BATHROOM.(CEC 210.11(C)(3)) AMP BRANCH CIRCUITS. EXCEPT FOR BATHROOMS, KITCHENS, GARAGES, OUTDOORS, AND LANUDRY 57. GFCI PROTECTION IS REQUIRED FOR ALL RECEPTACLE OUTLETS LOCATED OUTDOORS, GARAGES,ACCESSORY BUILDINGS, BATHROOMS, CRAWL SPACES, KITCHENS, LAUNDRY AREAS, KITCHEN 59. RECEPTACLE OUTLETS ARE NOT ALLOWED WITHIN OR OVER A BATHTUB OR SHOWER STALL. (CEC 406.9(C))60. SUBPANELS ARE NOT ALLOWED TO LOCATED IN BATHROOMS OR CLOTHES CLOSETS. (CEC 240.24(D) 61. CIRCUITS SHARING A GROUNDED CONDUCTOR (NUETRAL) WITH TWO UNGROUNDED (HOT) CONDUCTORSMUST USE A TWO POLE CIRCUIT BREAKER OR AN IDENTIFIED HANDLE TIE. (CEC 210.4 (B)) GROUPNON-CABLE CIRCUITS IN PANEL (CEC 210.4(D)). 62. THE RECEPTACLE OUTLETS THAT SERVE KITCHEN COUNTERTOPS, DINING ROOM, BREAKFAST AREA, ANDPANTRY, MUST HAVE A MIN. OF 2 DEDICATED 20 AMP CIRCUITS. (CEC 210.52(B)(1)63. KITCHEN COUNTERTOPS 12 INCHES OR WIDER MUST HAVE A RECEPTACLE OUTLET. (CEC 210.52(C)) 64. KITCHEN COUNTERTOPS MUST HAVE RECEPTACLE OUTLETS SO NO POINT ALONG THE COUNTER WALLS IS MORE THAN 24 INCHES FROM A RECEPTACLE. (CEC 210.52 (C)) 65. ISLAND AND PENINSULAR COUNTERTOPS MUST HAVE AT LEAST ONE RECEPTACLE.(CEC 210.52 (C) (1) AND (2)) 66. THE SPACING FOR GENERAL RECEPTACLE OUTLETS MUST BE LOCATED SO THAT NO POINT ON ANY WALL,FIXED GLASS, OR CABINETS IS OVER 6 FEET FROM A RECEPTACLE OUTLET. (CEC 210.52 (A))67. HALLWAYS 10 FEET OR MORE MUST HAVE AT LEAST ONE RECPETACLE OUTLET. (CEC 210.52(H)) 69. LAUNDRY ROOMS MUST HAVE AT LEAST ONE DEDICATED 20 AMP RECEPTACLE CIRCUIT. (CEC 210.11(2)) 70. PROVIDE 120V RECEPTACLE WITHIN 3 FEET OF WATER HEATER. CAL ENERGY CODE 150.0 (n) 1 A. 52. ALL LIGHTING IS REQUIRED TO BE HIGH EFFICACY.53. PROVIDE A LISTED 1 INCH RACEWAY TO ACCOMODATE A DEDICATED 208/240 VOLT CIRCUIT FOR FUTURE EV CHARGER. DISHWASHER BRANCH CIRCUIT, GARBAGE DISPOSAL, ALL AREAS WITHIN 6 FEET OF A SINK, AND ALL RECEPTACLES WITHING 6 FEET OF A BATHTUB OR SHOWER STALL (CEC210.8) 68. GARAGES SHALL HAVE AT LEAST ONE RECEPTACLE FOR EACH CAR SPACE ON THE INTERIOR. THE BRANCHCIRCUIT SUPPLYING THE RECEPTACLES SHALL NOT SERVE OUTLETS OUTSIDE OF THE GARAGE. 42. THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH HORIZONTAL DRAINAGE SYSTEM LINEIS 3. (CPC TABLE 703.2) 43. THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH VERTICAL DRAINAGE SYSTEM LINE IS 4. (CPC TABLE 703.2)44. PROVIDE A CONDENSATE DRAIN NO MORE THAN 2 INCHES ABOVE THE BASE OF THE WATER HEATER SPACE. CAL ENERGY CODE 150.0 (n)45. INSULATE ALL HOT WATER PIPES. (CAL ENERGY CODE 150.0 (j) (2) AND CPC 609.12).46. ISOLATION VALVES ARE REQUIRED FOR TANKLESS WATER HEATERS ON THE HOT AND COLDSUPPLY LINES WITH HOSE BIBBS ON EACH VALVE, TO FLUSH THE HEAT EXCHANGER. (CPC TABLE 422.1) SDPWS 4.3.6.4.3) 58. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) IS REQUIRED FOR ALL RECEPTACLES INSTALLEDIN ALL AREAS ON BASEMENT LEVEL (CEC 210.8(A)(5)). 47. INSTALL 1 AUTOMATIC CLOTHES WASHER CONNECTION PER ONE FAMILY DWELLING. D. ELECTRICAL AND PLUMBING FOR EXTERIOR IMPROVEMENTS DETACHED FROM THE HOUSE (I.E. BBQ, FOUNTAINFIRE FEATURE) FLOOR FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED NATURE CLEARANCE COMMUNICATIONCONDUCTORS (INCLUDING HORIZONTAL CLEARANCE OF CONDUCTOR AT REST 3 FEET 74. SOUTHERN CALIFORNIA EDISON (SCE) OVERHEAD POWER LINE SETBACK. GENERAL ORDER 95 TABLE 1 FROM BUILDINGS (EXCEPT GENERATING PLANTS OROR SUBSTATIONS) BRIDGES OR OTHER STRUCTURES(UPON WHICH MEN MAY WORK) WHERE SUCH CONDUCTOR IS NOT ATTACHED THERETO 6 FEET VERTICAL CLEARANCE ABOVE NON-WALKABLESURFACES ON BUILDINGS (EXCEPT GENERATING PLANTS OR SUBSTATIONS) BRIDGES OR OTHER STRUCTURES WHICH DO NOT ORDINARILY SUPPORTCONDUCTORS, WHETHER ATTACHED OR UNATTACHED. 8 FEET 8 FEET VERTICAL CLEARANCE ABOVE WALKABLESURFACES ON BUILDINGS (EXCEPT GENERATING PLANTS OR SUBSTATIONS) BRIDGES OR OTHER STRUCTURES WHICH DO NOT ORDINARILY SUPPORTCONDUCTORS, WHETHER ATTACHED OR UNATTACHED. 8 FEET 12 FEET OPEN WIRE, CABLES ANDSERVICE DROPS), SUPPLY SERVICE DROPSOF 0-750 VOLTS CONDUCTORS ANDSUPPLY CABLESOF 0-750 VOLTS SUPPLY 1. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAYAN ENCROACHMENT PERMIT MUST BE BEFORE THE BLDG. DEPT. FINAL CAN BE ISSUED. AT THE TIME OF THE PUBLIC WORKS INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB ANDGUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 4. A PUBLIC WORKS DEPT. ENCROACHMENT PERMIT INSPECTION IS REQUIRED 2. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARDIMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 3. 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. 6'- 1 34" 25'-3" 25'-034" WSWH1.1 SIMPSON STRONG WALLWSWH2SIMPSON STRONG WALL T24.3 TITLE 24 ENERGY ENERGY FORMS 10'-034" 5'-2 12" EQUIPMENT HEIGHT TO BE LESS THAN 42"PER NBMC 20.30.110.15 EXISTING GRADE ESTABLISHED PER ZONING CODE SECTION 20.30.050AVERAGE OF EXISTING ELEVATIONS AT 4 CORNERS (IN THIS CASE 5 CORNERS)OF PROPOSED BUILDING FOOTPRINT SLOPE OF LOT IS 3.4% (POINT 1 - 75.49 AND POINT 4 -70.89 ARE 137'-0" APART) 75.49 + 75.32 + 75.23 + 70.89 + 66.73 = 363.66 DIVIDED BY 5 = 72.73 MAXIMUM COVERAGE ALLOWED IS 60% OF LOT AREA = .6 X 13,042 = 7,825.2 S.F. EXISTING GRADE IN SIDE AND REAR SETBACKS. (CALCULATION INCLUDES THE PERCENTAGE OF A SITE COVERED BY STRUCTURES, INCLUDING EAVES AND OVERHANGS, ACCESSORY STRUCTURES, AND BY DECKSMORE THAN 30" IN HEIGHT. 75.49 - 70.89137= 3.4% 20 A-2.1 DRAWING NUMBER:DRAWING:PROFESSIONAL: E.O. 1/4" = 1'-0" 04.04.25 SCALE: DRAWN BY: DATE: JOB NUMBER:REVISION:PROFESSIONAL:PROJECT:DATE: NEW WALL -PROVIDE 2 INCH CLEARANCE TO FRAMING AROUNDFIREBOX AND CHIMNEY OR THICKNESS FROM LININGTO COMBUSTIBLES TO BE 12 INCHES. -FIREPLACE OPENING: COMBUSTIBLE MATERIALS SURROUNDING THE OPENING TO BE MIN. 6" FROM OPENING -HEARTH THICKNESS TO BE 2 INCHES MIN. MATERIAL ABOVE AND WITHIN 12" SHALL NOT PROJECT MORE THAN 1/8" FOR EACH INCH THAN 1 1/2" FROM THE FACE OF THE FIREPLACE SHALL HAVE AN ADDITIONAL DISTANCE FROM OPENING. COMBUSTIBLE MATERIAL AT SIDES THAT PROJECT MORE FIREPLACE NOTES CLEARANCE EQUAL TO THE PROJECTION ALL EXTERIOR WALLS AND INTERIOR WALLS BETWEEN THE R-3 AND U OCCUPANCYSHALL BE 2X6 AT 16" O.C. WITH R-21 INSULATION -ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES PLUMBING NOTES: AS NOTED IN THE RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS NOTE: PLEASE REFER TO SHEET A-1.2 FOR DOOR AND WINDOW SCHEDULE 1 WOOD FLOORING 2 3 4 STONE FLOORING CARPET 6 SINK 7 STONE COUNTERTOP 8 TOILET 9 SHOWER W/ 3/8" TEMPERED GLASS ENCLOSURE AND 4" CURB. 10 DISHWASHER 11 REFRIGERATOR 12 DISHWASHER DRAWER 13 BUILT IN DESK 14 TRASH PULLOUT 15 EPOXY FLOORING 16 12" TALL RAISED HEARTH 17 55 5/16" RANGE TOP WITH DOUBLE OVENS BELOW 18 TRELLIS. SEE CEILING PLAN 19 CABINETRY. SEE INTERIOR ELEVATIONS 20 NOT USED 21 FREESTANDING TUB 22 CLOSET CABINETRY 23 STONE HEARTH FLUSH WITH WOOD FLOOR -VERIFY BASEBOARD WITH INTERIOR DESIGNER INTERIOR NOTES -THERE WILL BE NO CASING AT DOORS. ALL JAMBS WILL BE CURFED WITH 3/4" OAK EDGEEXPOSED-THERE WILL BE NO CASING AT WINDOWS. DRYWALL CURFED JAMBS, SILLS, AND HEADERS 24 DEX-O-TEX WEATHERWEAR ROOF DECK COVERING. ICC REPORT #ESR-1757CLASS 'B' MINIMUM FIRE CLASSIFICATION i. MINIMUM HEIGHT OF 5 FEET ABOVE GRADE, MEASURED FROM OUTSIDE OF THE POOL AREA. (NBMC 15.09, CBC 3109.2 (115923), & ISPSC 305.2.7) A. PROVIDE A POOL BARRIER, ENCLOSING THE ENTIRE POOL AREA FROM THE ADJACENT PROPERTIESAND PUBLIC WAYS. THE POOL BARRIER SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: ii. MINIMUM 45 INCHES BETWEEN HORIZONTAL MEMBERSiii. MAXIMUM 4-INCH CLEARANCE BETWEEN VERTICAL MEMBERSiv. WHEN PART OF THE HORIZONTAL OR VERTICAL MEMBERS, DECORATIVE CUTOUTS SHALL NOT v. MAXIMUM 2-INCH VERTICAL CLEARANCE BETWEEN THE BOTTOM OF FENCE AND GROUND.vi. CHAIN LINK MESH MAXIMUM SIZE SHALL BE A 1.75 INCH SQUARE. WHEN PROVIDED WITH SLATSFASTENED AT THE TOP AND BOTTOM WHICH REDUCE THE OPENINGS TO 1.75 INCHES OR LESSvii. DIAGONAL MEMBERS SHALL FORM OPENINGS OF NO MORE THAN 1.75 INCHES. i. COMPLY WIHT FENCE HEIGHT AND SPACING REQUIREMENTS. (NBMC 15.09, CBC 3109.2 (115923), & ISPSC 305)B. GATES WITHIN A BARRIER OR FENCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS ii. INCLUDE SELF-CLOSING AND SELF-LATCHING MECHANISMS. THE SELF-LATCHING MECHANISM iii. ALL GATES SHALL SWING OUT OF THE POOL AREA. EQUIPPED WITH A SELF-CLOSING, SELF-LATCHING DEVICE WITH A RELEASE MECHANISM PLACED AT C. WHERE ANY WALL OF A DWELLING SERVES AS PART OF A POOL/SPA BARRIER AND DOORS FROMTHE DWELLING PROVIDE DIRECT ACCESS TO THE POOL, THOSE DOORS SHALL COMPLY WITH ONE OFTHE FOLLOWING i. ALL DOORS PROVIDING DIRECT ACCESS TO THE POOL/SPA AREA FROM THE RESIDENCE SHALL BE ACCORDANCE WITH UL 2017, OR ii. ALL DOORS PROVIDING DIRECT ACCESS TO THE POOL/SPA AREA FROM THE RESIDENCE SHALL BE EQUIPPED WITH AN ALARM THAT PRODUCES AN AUDIBLE WARNING WHEN THE WINDOW OR ITS SCREEN HAVING A SILL HEIGHT OF LESS THAN 48 INCHES ABOVE THE INDOOR FINISHED FLOOR, SHALL BE IS OPENED. THE ALARM SHALL BE LISTED AND LABELED AS A WATER HAZARD ENTRANCE ALARM IN MASON-LITE MGFP44 GAS FIREPLACE. ICC REPORT ESR-2401ANSI Z21.50/CSA 2.22-2016 FOR DECORATIVE GAS APPLIANCES.MODULAR GAS FIRED FIREPLACE WITH BOLTED DOWN GAS LOG SETAND APPROVED GLASS DOORS. (CROWN-BRECKINRIDGE OR MCKENZIE-PENDELTON GLASS DOOR PER ICC ESR-2401.) 127 SHORECLIFF ROADCORONA DEL MAR, CA ART UP ART ART W D TV 1'-9"9'-112"1'-9"9'-112"1'-9" 23'-6"2'-0" 5'-634" 11'-11" 50'- 5 " 62'- 4 " 9'-912" ART? 15'-714" 2'-634" 3'-0 " 7'-1034" 2'-834" 4'-6 " 912" 36' - 5 12" 22 ' - 3 12" 58 ' - 9 " 24'-4" 4'-4" 15'-8" 4'-4" 17'-10" 2'-1014"2'-1014"12'-112" 5'- 6 " 6'-1 " EXCEED 1.75 INCHES IN WIDTH. SHALL BE A MINIMUM 60" ABOVE THE GROUND. 54" OR MORE ABOVE THE FLOOR, OR IS OPENED. THE ALARM SHALL BE LISTED AND LABELED AS A WATER HAZARD ENTRANCE ALARM INEQUIPPED WITH AN ALARM THAT PRODUCES AN AUDIBLE WARNING WHEN THE WINDOW OR ITS SCREEN ACCORDANCE WITH UL 2017. iii. ALL OPERABLE WINDOWS PROVIDING DIRECT ACCESS TO THE POOL/SPA AREA FROM THE RESIDENCE, 20' - 1 0 " 1'-6 " 1'-6"14'-10"1'-6" 17'-10" 6'-134" 2A-5.1 5A-5.2 1A-5.1 3A-5.2 4 A-5.2 6 A-5.2 PROPERTY LINE PROPERTY LINE PROPERTY LINE 12 ' - 8 34" 12'-1114" 8'-1 0 12" 5'-5 14" 11 ' - 0 " 12'-534" 24'- 4 12" 11'-214" 12'- 0 34" 3'- 0 " 11' - 7 " 3'-6"3'-6" 3'-714" 35'- 1 14" C L E A R 2'- 0 " 2'-6 " 6"1'- 0 " 10'-1" CLEAR 22'-534" CLEAR 1 2 3 4 5 6 7 8 9 10 11 15 16 18 14 13 12 17 6" 4'-434" 2'-0 " 8'-034" 2'-0 " A C D E F G 181'-312" 912"B 2'- 6 " 6'-1 " 3'- 0 " 1'-0 " 4'-6 " 1112" 6'-512" 8A-5.2 7A-5.2 A A-6 A A-6 5 MASON-LITE MGFP39 VENT FREE EXTERIOR GAS FIREPLACE. ICC REPORT ESR-2401ANSI Z21.50/CSA 2.22-2016 FOR DECORATIVE GAS APPLIANCES.MODULAR GAS FIRED FIREPLACE WITH BOLTED DOWN GAS LOG SETAND APPROVED GLASS DOORS. (CROWN-BRECKINRIDGE OR MCKENZIE-PENDELTON GLASS DOOR PER ICC ESR-2401.) 4 5 4 4'-1 " 5'- 4 " 8" 1'-6" GAS AND ELEC. METER LOCATIONCONCRETE ENCASED ELECTRODE ACCORDANCE WITH ARTICLE 250.52a (3). ELECTRICAL PANEL LOCATIONKEEP 3 FEET CLEAR FROM FACE OF PANELTO ANY WALL SURFACE OR OBSTRUCTION (UFER GROUND), SIZED IN PROVIDE 3' LANDING ENTIRE WIDTH OF DOOR OPENINGLANDING TO BE A MAXIMUM OF 1.5" BELOW TOP OFTHRESHOLD OR 7 3/4" MAX. IF THE DOOR DOES NOT SWINGOVER THE LANDING. TYPICAL FOR ALL DOORS TO EXTERIOR 10 A-7 HANDRAIL. SEE 5/A-7 ALL DOORS PROVIDING DIRECT ACESS TO THE POOL/SPAAREA SHALL BE EQUIPPED WITH AN ALARM THAT PRODUCESAUDIBLE WARNING WHEN THE WINDOW OR ITS SCREEN ISOPENED. THE ALARM SHALL BE LISTED AND LABELED AS AWATER HAZARD ENTRANCE ALARM IN ACCORDANCEWITH UL 2017. PROVIDE REINFORCEMENT FOR SEE DETAIL 15/A-7GRAB BARS PER CRC R327.1.1 ALL WATER HEATER INSTALLATION LOCATION, REGARDLESS OFPROPOSED WATER HEATING SYSTEM SHALL HAVE: (BEES 150.0(n)1A-D)a. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET b. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE.c. CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER d. A GAS SUPPLY LINE WITH AVAILABLE CAPACITY FOR NOT LESS THAN A 200,000 BTU/HR. SYSTEM. THAN THE FINISH SURFACE BELOW. FROM THE WATER HEATER. TANKLESS WATER HEATER OUTSIDE WEATHERPROOF120-VOLT RECEPTACLE 6' TALL POOL SAFE GATE. SELF-CLOSING,SELF LATCHING. SEE REQUIREMENTS IN NOTESON THIS SHEET.GATE NOT TO EXCEED 6' IN HEIGHT FROM OUTSIDE WEATHERPROOF120-VOLT RECEPTACLE PROVIDE 3' LANDING ENTIRE WIDTH OF DOOR OPENINGLANDING TO BE A MAXIMUM OF 1.5" BELOW TOP OFTHRESHOLD OR 7 3/4" MAX. IF THE DOOR DOES NOT SWINGOVER THE LANDING. TYPICAL FOR ALL DOORS TO EXTERIOR 1 2 2 1 1 1 2 1 2 6 6 6 6 7 77 77 77 77 77 77 77 8 8 9 21 11 2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD ATCEILING AND ONE LAYER AT WALLS OF GARAGE 1 HR. RATED SEPARATION 13 23 17 22 19 19 19 19 19 19 19 19 2'-1" 4'-2 " 4'-0 " 2'-0" 4'-0" 11'-512" 4'-0" 2'-0" 10'-534" 1112"3'-114" 2'-6" 1112" 3'-114" 2'-6" 3'-2" 5'-634" 2'-11" 2'-5 " BA-6 B A-6 STAIR RAILSEE 10/A-7 18 R I S E R S @ 7 1 / 4 " 17 T R E A D S @ 1 1 . 5 " OPENINGARCHED OPENINGARCHED 8" 4'-4 14" 8" 10" 6" 4'- 0 " CLOSET DOORHIDDEN 22 22 6 12 6 1 1 ART 10 14 2 8'-8 14" 5'-1 0 12" 2'- 7 " 9" 2 1 19 19 16 15 3'-734" 20 ' - 4 " 21'-5" NATURAL GRADE, WHICH SHOWS COMPLIANCEWITH FENCE REGULATIONS IN SIDEYARD SETBACK. SEPARATE DWELLING UNITNOT TO BE USED AS 21 A-2.2 DRAWING NUMBER:DRAWING:PROFESSIONAL: E.O. 1/4" = 1'-0" 04.04.25 SCALE: DRAWN BY: DATE: JOB NUMBER:REVISION:PROFESSIONAL:PROJECT:DATE: NEW WALL ALL EXTERIOR WALLS AND INTERIOR WALLS BETWEEN THE R-3 AND U OCCUPANCYSHALL BE 2X6 AT 16" O.C. WITH R-21 INSULATION i. MINIMUM HEIGHT OF 5 FEET ABOVE GRADE, MEASURED FROM OUTSIDE OF THE POOL AREA. (NBMC 15.09, CBC 3109.2 (115923), & ISPSC 305.2.7) A. PROVIDE A POOL BARRIER, ENCLOSING THE ENTIRE POOL AREA FROM THE ADJACENT PROPERTIESAND PUBLIC WAYS. THE POOL BARRIER SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: ii. MINIMUM 45 INCHES BETWEEN HORIZONTAL MEMBERSiii. MAXIMUM 4-INCH CLEARANCE BETWEEN VERTICAL MEMBERSiv. WHEN PART OF THE HORIZONTAL OR VERTICAL MEMBERS, DECORATIVE CUTOUTS SHALL NOT v. MAXIMUM 2-INCH VERTICAL CLEARANCE BETWEEN THE BOTTOM OF FENCE AND GROUND.vi. CHAIN LINK MESH MAXIMUM SIZE SHALL BE A 1.75 INCH SQUARE. WHEN PROVIDED WITH SLATSFASTENED AT THE TOP AND BOTTOM WHICH REDUCE THE OPENINGS TO 1.75 INCHES OR LESSvii. DIAGONAL MEMBERS SHALL FORM OPENINGS OF NO MORE THAN 1.75 INCHES. i. COMPLY WIHT FENCE HEIGHT AND SPACING REQUIREMENTS. (NBMC 15.09, CBC 3109.2 (115923), & ISPSC 305)B. GATES WITHIN A BARRIER OR FENCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS ii. INCLUDE SELF-CLOSING AND SELF-LATCHING MECHANISMS. THE SELF-LATCHING MECHANISM iii. ALL GATES SHALL SWING OUT OF THE POOL AREA. EQUIPPED WITH A SELF-CLOSING, SELF-LATCHING DEVICE WITH A RELEASE MECHANISM PLACED AT C. WHERE ANY WALL OF A DWELLING SERVES AS PART OF A POOL/SPA BARRIER AND DOORS FROMTHE DWELLING PROVIDE DIRECT ACCESS TO THE POOL, THOSE DOORS SHALL COMPLY WITH ONE OFTHE FOLLOWING i. ALL DOORS PROVIDING DIRECT ACCESS TO THE POOL/SPA AREA FROM THE RESIDENCE SHALL BE ACCORDANCE WITH UL 2017, OR ii. ALL DOORS PROVIDING DIRECT ACCESS TO THE POOL/SPA AREA FROM THE RESIDENCE SHALL BE EQUIPPED WITH AN ALARM THAT PRODUCES AN AUDIBLE WARNING WHEN THE WINDOW OR ITS SCREEN HAVING A SILL HEIGHT OF LESS THAN 48 INCHES ABOVE THE INDOOR FINISHED FLOOR, SHALL BE IS OPENED. THE ALARM SHALL BE LISTED AND LABELED AS A WATER HAZARD ENTRANCE ALARM IN 127 SHORECLIFF ROADCORONA DEL MAR, CA EXCEED 1.75 INCHES IN WIDTH. SHALL BE A MINIMUM 60" ABOVE THE GROUND. 54" OR MORE ABOVE THE FLOOR, OR IS OPENED. THE ALARM SHALL BE LISTED AND LABELED AS A WATER HAZARD ENTRANCE ALARM INEQUIPPED WITH AN ALARM THAT PRODUCES AN AUDIBLE WARNING WHEN THE WINDOW OR ITS SCREEN ACCORDANCE WITH UL 2017. iii. ALL OPERABLE WINDOWS PROVIDING DIRECT ACCESS TO THE POOL/SPA AREA FROM THE RESIDENCE, STACKW/D 1'-0"19'-0"3'-6" 7'-634"16 ' - 8 " 17 ' - 3 " 5'- 4 " 30' - 0 " 17'-4" 15'-512" 5'-7" 3'-7 " 10'-1034" 8'-3 " 12'- 8 34" 18'- 5 34" 22'-1012" 2A-5.1 5A-5.2 1A-5.1 3A-5.2 4 A-5.2 6 A-5.2 8'- 4 14" PROPERTY LINE PROPERTY LINE PROPERTY LINE 14'- 6 " 13'- 1 " 11'-814" 12'-534" 20'- 4 14" 4'-012" 8'- 4 14" 39' - 3 " 10" 1'-534" 1'-0" 4'-5 12" 6'-7 12" 12 ' - 8 34" 12'-1114"DN 3'-6"3'-6" 7'-114" 26 27 28 29 30 31 19 20 2122 23 25 24 I J J J J J K K K L M N O PQ R S T U X Y Z AA BB CC EE FF A 512"3'-3"512"3'-3"512"3'-3"3'-3"512"3'-3"512"512" 634" 3'- 5 14" 512"512" 3'-2 14" 512" 3'-2 14" 512" 3'- 2 14" 512" 3'- 2 14" V W BB BB BB CC CC DD 5'- 2 " 12' - 6 12" 5'-2 " 5'-5 14" 10' - 1 1 14" 2'- 1 1 " 5'- 1 14" 2'- 1 1 " 1'-2 " 4'-1012" 6'-1012" 4'-1012" 3'-034" 512" 512"3'-014" 512" 3'-014" 512" 3'-014" 512" 3'-014" 634" 512"3'-312"512"3'-312"512"3'-312"512"3'-312"512" 2'-0 " 8'-034" 6'-512" 8 A-5.2 7A-5.2 1112" 4'-1" 4'-612" 12'-1034" 4'-612" A A-6 A A-6 4 4 4'-11" 13'-034" 4'-11" 1112" 1112" 1'-0" 3'-2"2'-8" 4'-0" 2'-3 12" 2'-2 " 6'- 3 12" 2'-2 " 4'-4 14" 1'-0" 11'-1112" 5"3'-2"5" 7"2'-10"7" 6" 12'-2"2'-7"2'-7" 6'- 0 " 5'-4 " 3'-1 " 2'-5"3'-812" 6'-134" 8" 2'-9" 8" 6'-034" 6'-214" 3'-2 " 2'-8" 4'-3 " 1112" 4'-612" 1112" 2'-8 " 7'- 4 34" 2'- 8 " 2'-0 34" 812" 812" 812" 812" 5'-514" 42" STAIR GUARDRAIL. SEE DETAIL 17/A-7 B A-6 B A-6 4" 2'-7 " 2'-934" 4" 2'-7"2'-1012" 2'-1012" 18 R I S E R S @ 7 1 / 4 " 17 T R E A D S @ 1 1 1 / 2 " STAIR RAILSEE 10/A-7 5'- 1 12" 6'-0 " 1112" 6" 4'-6 12" 6" 1 1 1 1 1 1 1 1 1 1 2 2 2 2 6 6 6 6 6 6 7 7 7 7 7 7 16 16 24SEE DETAIL 19/A-7FOR DECK INSULATION 22 22 22 3'- 4 " 22 2'-0 " 3'-1 " 9 -PROVIDE 2 INCH CLEARANCE TO FRAMING AROUNDFIREBOX AND CHIMNEY OR THICKNESS FROM LININGTO COMBUSTIBLES TO BE 12 INCHES. -FIREPLACE OPENING: COMBUSTIBLE MATERIALS SURROUNDING THE OPENING TO BE MIN. 6" FROM OPENING -HEARTH THICKNESS TO BE 2 INCHES MIN. MATERIAL ABOVE AND WITHIN 12" SHALL NOT PROJECT MORE THAN 1/8" FOR EACH INCH THAN 1 1/2" FROM THE FACE OF THE FIREPLACE SHALL HAVE AN ADDITIONAL DISTANCE FROM OPENING. COMBUSTIBLE MATERIAL AT SIDES THAT PROJECT MORE FIREPLACE NOTES CLEARANCE EQUAL TO THE PROJECTION -ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES PLUMBING NOTES: AS NOTED IN THE RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS NOTE: PLEASE REFER TO SHEET A-1.2 FOR DOOR AND WINDOW SCHEDULE 1 WOOD FLOORING 2 3 4 STONE FLOORING CARPET 6 SINK 7 STONE COUNTERTOP 8 TOILET 9 SHOWER W/ 3/8" TEMPERED GLASS ENCLOSURE AND 4" CURB. 10 DISHWASHER 11 REFRIGERATOR 12 DISHWASHER DRAWER 13 BUILT IN DESK 14 TRASH PULLOUT 15 VERIFY WITH OWNER IF GARAGE FLOOR TO BE POLISHED CONCRETE OR EPOXY 16 12" TALL RAISED HEARTH 17 55 5/16" RANGE TOP WITH DOUBLE OVENS BELOW 18 TRELLIS. SEE CEILING PLAN 19 CABINETRY. SEE INTERIOR ELEVATIONS 20 NOT USED 21 FREESTANDING TUB 22 CLOSET CABINETRY 23 STONE HEARTH FLUSH WITH WOOD FLOOR -VERIFY BASEBOARD WITH INTERIOR DESIGNER INTERIOR NOTES -THERE WILL BE NO CASING AT DOORS. ALL JAMBS WILL BE CURFED WITH 3/4" OAK EDGEEXPOSED-THERE WILL BE NO CASING AT WINDOWS. DRYWALL CURFED JAMBS, SILLS, AND HEADERS 24 DEX-O-TEX WEATHERWEAR ROOF DECK COVERING. ICC REPORT #ESR-1757CLASS 'B' MINIMUM FIRE CLASSIFICATION MASON-LITE MGFP44 GAS FIREPLACE. ICC REPORT ESR-2401ANSI Z21.50/CSA 2.22-2016 FOR DECORATIVE GAS APPLIANCES.MODULAR GAS FIRED FIREPLACE WITH BOLTED DOWN GAS LOG SETAND APPROVED GLASS DOORS. (CROWN-BRECKINRIDGE OR MCKENZIE-PENDELTON GLASS DOOR PER ICC ESR-2401.) 5 MASON-LITE MGFP39 VENT FREE EXTERIOR GAS FIREPLACE. ICC REPORT ESR-2401ANSI Z21.50/CSA 2.22-2016 FOR DECORATIVE GAS APPLIANCES.MODULAR GAS FIRED FIREPLACE WITH BOLTED DOWN GAS LOG SETAND APPROVED GLASS DOORS. (CROWN-BRECKINRIDGE OR MCKENZIE-PENDELTON GLASS DOOR PER ICC ESR-2401.) 7 8 8 1 9 8 8 9 19 VERIFY FLOORING WITH DESIGNER GAME TABLE 2 22 A-4 DRAWING NUMBER:DRAWING:PROFESSIONAL: E.O. 1/4" = 1'-0" 04.04.25 SCALE: DRAWN BY: DATE: JOB NUMBER:REVISION:PROFESSIONAL:PROJECT:DATE: 127 SHORECLIFF ROADCORONA DEL MAR, CA NEW WALL ALL EXTERIOR WALLS AND INTERIOR WALLS BETWEEN THE R-3 AND U OCCUPANCYSHALL BE 2X6 AT 16" O.C. WITH R-21 INSULATION CHIMNEY SHALL EXTEND 2 FT. HIGHER THAN ANY PORTION OF THE BUILDING WITHIN10 FT., BUT SHALL NOT BE LESS THAN 3 FT. ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PROVIDE SPARK ARRESTOR TO MEET ALL THE REQUIREMENTS PER CBC 2113.9.1. FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTSSHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'SINSTALLTION INSTRUCTIONS. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THETERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTEDAND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND AREINSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY TYPICAL FIREPLACE / CHIMNEY NOTES: CMC (802.5.2.4) PASSES THROUGH THE ROOF. R1003.9 3 SKYLIGHTS NOT PERMITTED TO BE UP LIGHTED. FRAME TO BE BRONZE AND GLAZING TO BE VELUX LOW PROFILE CURBMOUNTED FIXED SKYLITE, 24"X24" - BRONZE TINTED TEMPERED OVER LAMI WITH LOW E2. ICC REPORT #ESR-4108 BRONZE TINTED. U FACTOR: 0.37 AND SHGC: 0.29 ROOF TO BE CEDUR SYNTHETIC ROOF SHINGLES. SYNTHETIC SHINGLES ARE STAND ALONE CLASS A RATEDROOFING ASSEMBLY: SHINGLE OVER ONE LAYER OF 1/4" THICKDENS-DECK OVER SOLID PLYWOOD SHEATHING. DENS DECK FASTENED TO 1 SHEATHING WITH MIN. OF 4 FASTENERS PER BOARD. ICC REPORT #ESR-1410 COPPER STANDING SEAM METAL ROOF OVER1/4" DENS DECK NON-COMBUSTIBLE DECKING. 24 GA. STEEL PANELS AT 16" SPACING WITH 1" PROFILE. ROOF IS CLASS 'A' ASSEMBLY. ICC REPORT #ESR-3486 2 SRI VALUE IS 30 PROPERTY LINE 7'-11" PROPERTY LINE BALCONY BELOW PROPERTY LINE SETBACK LINE BALCONY BELOW SLOPESLOPE SLOPESLOPE 4 3/4:12 VALLEY VA L L E Y RID G E SLOPE 3:12 SL O P E 3:1 2 SLOPE 3:12 2'-0" 2'-0" 2'- 0 " 2'-0 " LINE OF BUILDING FACE BELOW FRONT SETBACK LINE 2'-0" SLO P E SL O P E 4 3 / 4 : 1 2 RIDGE- 98.00 HIPHIP HIP VALLEY HIP HIP RIDGE HIP SLOPE 3:12 SLOP E 3:12 SLOP E 3:12 SLOPE 3:12 SLOPE 3:12 SLOPE 4:12 SLOPE 4:12 SLOP E 4:12 SLOP E 4:12 2'-0" 1'-0 " RIDGE RIDGE 1'-6 " 1'-6 " SLO P E 3:12 SLO P E 3:12 SL O P E 4:1 2 HIPHIP SLOPE 4:12 SLOPE 3:12 SLOPE 3:12 LINE OF ROOF BELOW AT GARAGE LINE OF ROOF BELOW AT GARAGE 1'-0" 2'-0" 2'-0" 2'-0 " 2'-0" 4'-1" PROPERTY LINE SOLAR PANELS 3 SLO P E 3:1 2 SLOPE 6:12 SLOP E 6:12 SLOPE 3:12 SLO P E 5:12 SLO P E 5:12 LINE OF ROOF BELOW AT GUEST BEDROOM LINE OF ROOF BELOW AT GUEST BATH PLANTER BELOW 4'-1" RID G E - 9 8 . 4 0 RIDGE - 9 8.90 RID G E - 9 8 . 4 0 4 3/4:12 4 1/2:12 4 1/2:12 4 3 / 4 : 1 2 RIDGE HEIGHT: 98.90(E) GRADE BELOW: 74.90MAX. HEIGHT 23'-11" ABOVE (E) GRADE FASCIA HEIGHT: 94.60(E) GRADE BELOW: 75.23FASCIA IS 19.37' ABOVE (E) GRADE FASCIA HEIGHT: 94.60(E) GRADE BELOW: 74.86FASCIA IS 19.74' ABOVE (E) GRADE RIDGE HEIGHT: 98.40(E) GRADE BELOW: 74.40MAX. HEIGHT 24'-0" ABOVE (E) GRADE FASCIA HEIGHT: 94.75(E) GRADE BELOW: 74.40FASCIA IS 20.35' ABOVE (E) GRADE RIDGE HEIGHT: 98.90(E) GRADE BELOW: 76.57RIDGE IS 22.33' ABOVE (E) GRADE RIDGE HEIGHT: 98.00(E) GRADE BELOW: 76.72RIDGE IS 21.28' ABOVE (E) GRADE RIDGE HEIGHT: 98.40(E) GRADE BELOW: 75.11RIDGE IS 23.29' ABOVE (E) GRADE 4 4 SKYLIGHTS NOT PERMITTED TO BE UP LIGHTED. FRAME TO BE BRONZE AND GLAZING TO BE VELUX LOW PROFILE CURBMOUNTED FIXED SKYLITE, 14"X63" - BRONZE TINTED TEMPERED OVER LAMI WITH LOW E2. ICC REPORT #ESR-4108 BRONZE TINTED. U FACTOR: 0.37 AND SHGC: 0.29 A A-6 AA-6 B A-6 B A-6 HATCHED AREA REPRESENTS AREA THAT IS ATTIC SPACE389 S.F. OF ATTIC SPACE. PROVIDE VENTILATION FOR ATTIC EMBER RESISTANT DORMER VENTS TO PROVIDE REQUIRED VENTILATIONEACH VENT PROVIDES 1.25 S.F. OF NET FREE AIR VENTILATIONOPENINGS AT ATTIC VENTS TO HAVE CORROSION RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL. EMBER RESISTANT MESH TO HAVE 1/16" OPENINGS 1/150 OF THE AREA. 389/150 = 2.59 S.F. HATCHED AREA REPRESENTS AREA THAT IS ATTIC SPACE445 S.F. OF ATTIC SPACE. PROVIDE VENTILATION FOR ATTIC EMBER RESISTANT DORMER VENTS TO PROVIDE REQUIRED VENTILATIONEACH VENT PROVIDES 1.25 S.F. OF NET FREE AIR VENTILATIONOPENINGS AT ATTIC VENTS TO HAVE CORROSION RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL. EMBER RESISTANT MESH TO HAVE 1/16" OPENINGS 1/150 OF THE AREA. 445/150 = 2.97 S.F. 1 1 1 1 1 1 7 A-7 7 A-7 7 A-7 16A-7 16A-7 1 A-7 1 A-7 ++ CHIMNEY CHIMNEY CHIMNEY CHIMNEY 5 SKYLIGHTS NOT PERMITTED TO BE UP LIGHTED. FRAME TO BE BRONZE AND GLAZING TO BE VELUX LOW PROFILE CURBMOUNTED FIXED RIDGE SKYLITE, 48"X10'-0" - BRONZE TINTED TEMPERED OVERLAMI WITH LOW E2. ICC REPORT #ESR-4108 BRONZE TINTED. U FACTOR: 0.37 AND SHGC: 0.29 5 HOA NOTE: HOA NOTE:HOA NOTE: HOA NOTE: HOA NOTE: HOA NOTE: HOA NOTE: HOA NOTE: 23 A-5.1 DRAWING NUMBER:DRAWING:PROFESSIONAL: E.O. 1/4" = 1'-0" 04.21.25 SCALE: DRAWN BY: DATE: JOB NUMBER:REVISION:PROFESSIONAL:PROJECT:DATE: 127 SHORECLIFF ROADCORONA DEL MAR, CA STAINED CEDAR GARAGE DOORS AGED BRASS LANTERNS CEDAR SHAKE ROOF STAINED WOOD WINDOWS AND TRIM PAINTED WHITE BRICK STAINED OAK ENTRY DOORS STEEL DOORSDARK BRONZE COLOR VERTICAL SIDING FASCIA CEDAR SHAKE ROOF STAINED WOOD EXPOSED STAINED CEDAR RAFTER TAILS WITH HALF ROUND COPPER GUTTERS AGED BRASS LANTERNS PAINTED WHITE BRICK PAINTED WHITE BRICK AGED BRASS STEEL DOORSDARK BRONZE COLORSTEEL DOORSDARK BRONZE COLOR STAINED CEDAR VERTICAL SIDING SYNTHENTIC CEDAR ROOF STAINED CEDAR VERTICAL SIDING STEEL DOORSDARK BRONZE COLOR PAINTED WHITE BRICK STEEL RAILING PAINTED WHITE BRICK STEEL DOORS BEYOND AT COURTYARDDARK BRONZE COLOR STAINED CEDAR FASCIA 24' - 0 " M A X . H E I G H T P E R H O A 24 ' - 0 " M A X I M U M T O R I D G E F R O M E X I S T I N G G R A D E F.F. ELEV. FIRST FLOOR: 74.50 F.F. ELEV. GARAGE: 74.00 75.49HOA EXISTING NATURAL GRADE 8'- 0 " 9'- 6 " 8'- 0 " 9'-0 " 75.23HOA EXISTING NATURAL GRADE 9'-6 " 9'- 0 " F.F. ELEV. FIRST FLOOR: 74.50 9'-6 " 9'- 0 " PLA T E H E I G H T A T FR O N T O F G A R A G E PLA T E H E I G H T A T G Y M 9'-0 " PL A T E H E I G H T A T D E N F.F. ELEV. FIRST FLOOR: 74.50 LINE OF 24'-0" HOA MAXIMUM HEIGHT LIMIT WINDOWS AND TRIM STAINED CEDAR PL A T E H E I G H T A T GU E S T B A T H R O O M PLA T E H E I G H T A T GU E S T B E D R O O M PLA T E H E I G H T A T PR I M A R Y S U I T E PLA T E H E I G H T A T BE D R O O M 4 PAINTED WHITE BRICK VERTICAL SIDINGSTAINED CEDAR HORIZONTAL SHIPLAP SIDINGSTAINED CEDAR BURNISHED PLASTER. MERLEX P-40 74.40EXISTING NATURAL GRADE F.F. ELEV. FIRST FLOOR: 74.50 9'-6 " PLA T E H E I G H T A T AT L I V I N G R O O M 9'- 0 " PL A T E H E I G H T A T PR I M A R Y S U I T E LINE OF 24'-0" HOA MAXIMUM HEIGHT LIMIT 74.90EXISTING NATURAL GRADE ANGLED COURTYARD WALLS SKEWED FOR CLARITY RIDGE HEIGHT TO BE 88.40 MAXIMUM RIDGE HEIGHT TO BE 98.90 MAXIMUM 2'-0 " 10'-0" 2'- 0 " 2'-0 " SYNTHENTIC CEDAR ROOF EXISTING GRADE ESTABLISHED PER ZONING CODE SECTION 20.30.050AVERAGE OF EXISTING ELEVATIONS AT 4 CORNERS (IN THIS CASE 5 CORNERS)OF PROPOSED BUILDING FOOTPRINT75.49 + 75.32 + 75.23 + 70.89 + 66.73 = 363.66 DIVIDED BY 5 = 72.73 29 ' - 0 " LINE OF 29'-0" CITY MAXIMUM HEIGHT LIMIT CITY ESTABLISHED (E) GRADE: 72.73 29 ' - 0 " LINE OF 29'-0" CITY MAXIMUM HEIGHT LIMIT CITY ESTABLISHED (E) GRADE: 72.73 26 ' - 8 12"± 26' - 2 34"± 19' - 4 14" STAINED CEDAR 10'-0" PROPERTY LINE LINE OF STORMDRAIN EASEMENT LANTERNS 10'-0" PROPERTY LINELINE OF STORMDRAIN EASEMENT 24 A-5.2 DRAWING NUMBER:DRAWING:PROFESSIONAL: E.O. 1/4" = 1'-0" 04.04.25 SCALE: DRAWN BY: DATE: JOB NUMBER:REVISION:PROFESSIONAL:PROJECT:DATE: 127 SHORECLIFF ROADCORONA DEL MAR, CA OPEN CEDAR SHAKE ROOF STAINED WOOD WINDOWS AND TRIM PAINTED WHITE BRICK EXPOSED STAINED CEDAR RAFTER TAILS WITH HALF ROUND COPPER GUTTERS STAINED CEDAR DOORS PAINTED WHITE BRICK STAINED CEDAR VERTICAL SIDING STEEL DOORSDARK BRONZE COLOR AGED BRASS LANTERNS STAINED CEDAR VERTICAL SIDING PAINTED WHITE BRICK CEDAR SHAKE ROOF OPEN STEEL DOORSDARK BRONZE COLOR CEDAR SHAKE ROOF PAINTED WHITE BRICK STAINED CEDAR VERTICAL SIDING PAINTED WHITE BRICK PAINTED WHITE BRICKPAINTED WHITE BRICK CEDAR SHAKE ROOF PAINTED WHITE BRICK STAINED CEDAR VERTICAL SIDING CEDAR SHAKE ROOF AGED BRASS LANTERNS STAINED CEDAR VERTICAL SIDING STAINED CEDAR HORIZONTAL SIDING F.F. ELEV. FIRST FLOOR: 74.50 75.23HOA EXISTING 74.90HOA (E) NATURAL GRADE 9'-6 " PL A T E H E I G H T A T AT L I V I N G R O O M 9'-6 " 9'-0 " 9'-6 " 9'-6 " 8'- 0 " 3'-6 " PL A T E H E I G H T A T E N T R Y PLA T E H E I G H T A T H A L L 9'-0 " PLA T E H E I G H T A T AT P R I M A R Y B E D R O O M 9'-6 " 8'-0 "9'- 0 " 9'-6 " 9'-6 " 9'- 0 " 9'-6 " 3'- 6 " 74.40HOA EXISTING NATURAL GRADE 75.49HOA EXISTING NATURAL GRADE F.F. ELEV. FIRST FLOOR: 74.50 LINE OF 24'-0" HOA MAXIMUM HEIGHT LIMIT 8'-0 " 24' - 0 " H O A M A X I M U M R I D G E H E I G H T F R O M E X I S T I N G G R A D E ALTERNATE: SYNTHETIC CEDARALTERNATE: SYNTHETIC CEDAR ALTERNATE: SYNTHETIC CEDAR ALTERNATE: SYNTHETIC CEDAR 9'-6 " 8'-0 " PAINTED WHITE BRICK 2'-0 " OUTDOOR FIREPLACE - NON-VENTED SYNTHENTIC CEDAR ROOF PAINTED WHITE BRICK PAINTED WHITE BRICK STAINED CEDAR VERTICAL SIDINGSTAINED CEDAR HORIZONTAL SHIPLAP SIDING EXISTING GRADE ESTABLISHED PER ZONING CODE SECTION 20.30.050AVERAGE OF EXISTING ELEVATIONS AT 4 CORNERS (IN THIS CASE 5 CORNERS)OF PROPOSED BUILDING FOOTPRINT75.49 + 75.32 + 75.23 + 70.89 + 66.73 = 363.66 DIVIDED BY 5 = 72.73 29 ' - 0 " CITY ESTABLISHED (E) GRADE: 72.73 25 ' - 1 0 12"± LINE OF 29'-0" CITY MAXIMUM HEIGHT LIMIT 29 ' - 0 " CITY ESTABLISHED (E) GRADE: 72.73 26 ' - 2 34"± LINE OF 29'-0" CITY MAXIMUM HEIGHT LIMIT NATURAL GRADE 25 F.F. ELEV. FIRST FLOOR: 74.50 A-6 DRAWING NUMBER:DRAWING:PROFESSIONAL: E.O. 1/4" = 1'-0" 04.04.25 SCALE: DRAWN BY: DATE: JOB NUMBER:REVISION:PROFESSIONAL:PROJECT:DATE: 127 SHORECLIFF ROADCORONA DEL MAR, CA 9'- 6 " PL A T E H E I G H T A T AT F I R S T F L O O R 9'-0 " PLA T E H E I G H T A T PRI M A R Y S U I T E F.F. ELEV. FIRST FLOOR: 74.50 9'- 6 " PL A T E H E I G H T A T AT F I R S T F L O O R 9'-0 " PLA T E H E I G H T A T PRI M A R Y S U I T E 8'-9 " AP P R O X I M A T E P L A T E H E I G H T AT P R I M A R Y S H O W E R 9'-6 " 8'-0 " 8'-0 " ROOF INSULATION PER T24 DRAWINGS WALL INSULATION PER T24 DRAWINGS ROOF INSULATION PER T24 DRAWINGS WALL INSULATION PER T24 DRAWINGS 26 XX.XX TG XX.XX INVX XX.XX FG X STORM DRAIN SUMP PUMP DISCHARGE ASSEMBLY GRADING LEGEND, PROPOSED RETAINING WALL PROPOSED SIDE PROPERTY WALL PROPOSED SITE SCREEN WALL PROPOSED ROOF DOWN SPOUT PROPOSED PLANTER DRAIN INLET PROPOSED SQ. GRATE DRAIN INLET PROPOSED PERFORATED SUBDRAIN PROPOSED 12" MAIN CATCH BASIN PROPOSED EARTHEN DRAINAGE SWALE PL PROPERTY LINE PROPOSED 4" STORM DRAIN LINE FG: FS: DS: INV: TOS: TG: FL: NG: TC: TW: TF: FF: GFF: FINISHED GRADE FINISHED SURFACE DOWNSPOUT INVERT ELEVATION TOP OF SLAB TOP OF GRATE (DRAIN INLET) FLOW LINE NATURAL GRADE ELEV TOP OF CURB TOP OF WALL TOP OF FOOTING FINISHED FLOOR GARAGE FINISHED FLOOR SYMBOLS AND ABBREVIATIONS PROPOSED 6" STORM DRAIN LINE PERF SUBDRAIN 4" 6" PROPERTY LINE PROPOSED CHANNEL DRAIN PROPOSED CONCRETE DRAINAGE SWALE HP:HIGH POINT FLOW ARROW DRAIN INLET CALLOUT CONSTRUCTION NOTE PROPOSED SPOT ELEVATION (XX.XX) FG EXISTING SPOT ELEVATION GRADE SLOPE PERCENTAGE XX % PROPOSED 4" PERFORATED PIPE DS WD:WOOD DECK NOTE: NOT ALL SYMBOLS USED 36"PROPOSED TREE HARDSCAPE DRIVEWAY BUILDING DG LAWN/TURF BOX LOCATION POOL/ SPA/ WATER FEATURE WOOD DECK PLANTER AREA/ NATURAL GROUND LAWN/TURF SYNTHETIC GRAVEL/ PEBBLE CO V E R S H E E T 1 6 G-01 VICINITY MAPPROPOSED REDEVELOPMENT ARCHITECT: G-02 PRECISE GRADING PLAN COVER SHEET SHEET INDEX G-01 CIVIL ENGINEER: EARTHWORK QUANTITIES SOILS ENGINEER: NOTES TO OWNER, CONTRACTOR & ARCHITECT 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 NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CNNECTION WITH THE PERFORMANCE OF WORK ON PROJECT. THE ESTIMATE OF QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL QUANTITIES AS A BASIS FOR HIS BIDS AND CONTRACTS. GRADING & DRAINAGE DETAILS DRAINAGE METHODOLOGY THE PROPOSED METHOD OF DRAINAGE FOR THIS PROJECT INVOLVES THE COLLECTION OF SURFACE DRAINAGE IN LANDSCAPED AREAS AND THE COLLECTION OF FLOWS VIA AREA DRAINS AND ENTRANCE INTO A SUBTERRANEAN DRAIN PIPE NETWORK TO SAFELY DISCHARGE STORM RUNOFF TO THE EXISTING MAINLINE STORM DRAIN SYSTEM. ROOF DOWNSPOUTS AND DECK DRAINS WILL CONNECT DIRECTLY TO NEAREST AREA DRAINS. ALL EXISTING TOPOGRAPHY AND PROPOSED GRADES SHOULD BE FIELD VERIFIED. NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHOULD BE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURE FOUND ON THE SITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIR DISCOVERY. EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATES FOR AGENCY SUBMITTAL AND NOT TO BE USED FOR CONSTRUCTION COST ESTIMATES FOR BIDDING PURPOSES. CONTRACTOR (S) MUST DEVELOP OWN QUANTITIES FOR BIDDING PURPOSES. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/OR GEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THE RESPONSIBITLITY OF DESIGN ENGINEER FOR THIS PLAN. DZNE, INC. DOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTER CONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES. ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN AND NOT BY INFORMATION SHOWN ON THIS PLAN. DESIGN OF RETAINING WALL IS BY OTHERS, NOT DZNE, INC. 1. 2. 3. 4. 5. 6. PROJECT TEAM ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC),THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 1. DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE.2. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD.3. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 4. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC.5. THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.6. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES.7. APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 8. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL.9. 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. 10. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPE AREAS.11. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER.12. ALL PLATIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS.13. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15.1. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15.2. 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 WORKING DAY, WHENEVER THE DAILY RAINFALL PROBBABILITY EXCEEDS 50 PERCENT. 3. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED FOR THE DURATION OF THE PROJECT.4. 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, GEOLOGISTS, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 1. 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, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BULDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TO ENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL SHALL AND WASTE SHALL BE REMOVED FROM THE SITE. 14. EROSION CONTROL REQUIRED INSPECTIONS AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 4. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.5. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 6. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 7. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYONS 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. 8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE.9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRED CORING OF CONCRETE FLATWORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 10. THE STOCKPILLING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT.11. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC.12. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO A DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL. 13. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 14. 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 COMPLETION15. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE OF THE BEDROCK IF EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WIL BE PLACED. 16. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING.17. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE CURSE OF FULLFILLING THEIR RESPONSIBILITY, 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 BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. 18. DOCUMENTATION 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 SUBSURFACE DRAINAGE FACILITIES. HE/SHE 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. 1. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATIONS OF FIELD DENSITY TEST. 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 ENGINEER INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APROVALAS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFIACATIONS. 2. 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 SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AFFECTED BY THE GEOLOGIC FACTORS. 3. GENERAL ITEM DESCRIPTION QTY RAW FILL 0 CY NET EXPORT 0 CY 1 2 3 OVER EXCAVATION (3 FT) 0 CY4 RAW CUT 0 CY GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.1. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 2. GRADING FILLS/CUTS ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 3. 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 LAND SURVEYOR: 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. 7. G-03 EROSION CONTROL PLAN GRADING NOTES ERIC OLSEN DESIGN 2728 E. COAST HIGHWAY SUITE A CORONA DEL MAR, CA 92625 PHONE: 949 887-8856 CONTACT: ERIC OLSEN, AIA eric@ericolsendesign.com G-04 BMPS NOT TO SCALE POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 15. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42 INCHES FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA(S). 16. G-05 1. ALL EXISTING TOPOGRAPHY AND PROPOSED GRADES SHOULD BE FIELD VERIFIED. 2. NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT UTILITIES OR STRUCTURES FOUND ON THE SITE AND TO NOTIFY OWNER/ENGINEER IMMEDIATELY TO RESOLVE ANY CONFLICTS OR ISSUES WITH PROPOSED GRADING DESIGN 3. GRADING AND/OR LANDSCAPE CONTRACTOR SHALL GRADE ALL AREAS TO POSITIVE DRAIN (2% MIN) AND SHALL EXERCISE CARE IN CONSTRUCTION OF MOUNDS AND SWALES SO PONDING WILL NOT OCCUR. 4. UNLESS OTHERWISE NOTED, FINISHED FLOOR ELEVATION MUST BE ABOVE ADJACENT FINISHED GRADE OR SURFACE AS SHOWN BELOW: 5. COMPLY WITH MINIMUM SLOPE AT THE FOLLOWING AREAS: EARTH (FG) 5% (MINIMUM) FLATWORK (FS) 2% (MINIMUM) SLOPE DRAIN LINES 1% (MINIMUM) 6. PAD ELEVATION IS ASSUMED TO BE BASED ON SOILS REPORT & STRUCTURAL PLANS. CONTRACTOR TO VERIFY WITH LATEST SOILS REPORT AND STRUCTURAL ENGINEER FOR EXACT DESIGN RECOMMENDATIONS. 7. ALL ROOF SHALL BE GUTTERED AND DOWNSPOUTS CONNECTED TO THE NEAREST AREA DRAIN INLET TO THE STORM DRAIN SYSTEM. 8. TREE BOXES SHALL HAVE ROOT BARRIERS PER LANDSCAPE PLANS.TOPOGRAPHIC SURVEY SHOWN ON THE PRECISE GRADING PLAN SET IS FOR REFERENCE PURPOSES ONLY. 9. TOPOGRAPHIC SURVEY SHOWN ON THE PRECISE GRADING PLAN SET IS FOR REFERENCE PURPOSES ONLY 10. LAND SURVEYOR SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING WORK.. GRADING NOTES grading plans for: 3" * FOR GRADES LOCATED WITHIN 10 FT OF BUILDING FOUNDATION PER [CRC R401.3] FF PER PLAN 8" FF PER PLAN 5% MIN2% MIN FINISHED GRADE (FG)FINISHED SURFACE (FS) DZN ENGINEERNG 166 MATISSE CIRCLE ALISO VIEJO, CA 92656 TEL: 949-305-8920 CONTACT: RONIE DEMA-ALA d'zn engineering PLANS PREPARED BY: THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF: IN M ISS ED AL ON LA-AENG A E P R D INOISTERE ROF .L No. C54067 E REG LI A IALFORNIICS EXP. E TATOFV 12/31/25 C EER 166 MATISSE CIRCLE ALISO VIEJO, CA 92656 TEL: (949) 305-8920 CLIENT/OWNER: MICHAEL & JULIE ALVARADO 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 P: 949.300.2417 SHEET TITLE PROJECT_ADDRESS 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 BENCHMARK - - APN: 052-210-10 DATE: 03 APR 2025ENGINEER: R. DEMA-ALA CHECKER:R. DEMA-ALA PROJECT_No:2289 REVISIONS STATUS: SUBMITTAL 1 SHEET OF SHEETS A.IMPERVIOUS 1. BUILDING PERVIOUS AREAS IN SF DESCRIPTION B. PROPOSED 1, 298 TOTAL SITE DATA LOT SIZE 3. HARDSCAPES 4. POOL/ SPA TOTAL 427 95 3, 018 2. DRIVEWAY 4, 838 8, 271 13, 109 PROJECT SITE THIS PROJECT FALLS UNDER THE CATEGORY OF IMPERVIOUS SURFACE OF 2,500 SQUARE FEET OR MORE LOCATED WITHIN, DIRECTLY ADJACENT TO (WITHIN 200 FEET), OR DISCHARGING DIRECTLY INTO RECEIVING WATERS WITHIN ENVIRONMENTALLY SENSITIVE AREAS, PER ORANGE COUNTY CHECKLIST FOR CATEGORIZING PROJECTS AS PRIORITY OR NON PRIORITY. THUS, A WQMP IS REQUIRED. “ANY CHANGES TO THE HARDSCAPE / LANDSCAPE MUST BE INDICATED ON A REVISED PRECISE GRADING PLAN, APPROVED BY THE CITY, AND MAY TRIGGER A WATER QUALITY MANAGEMENT PLAN (WQMP) CONSISTENT WITH THE MODEL WQMP, EXHIBIT 7.II.” EGA CONSULTANTS, INC. 375-C MONTE VISTA AVENUE COSTA MESA, CA 92627 PHONE (949) 642 9309 FAX (949) 642-1290 CONTACT: DAVID A. WORTHINGTON APEX LAND SURVEYING INC. 8512 OXLEY CIRCLE HUNTINGTON BEACH, CA 92646 TEL: (714) 488-5006 FAX: (714) 333-4440 apexlsinc@gmail.com (20% IMPERVIOUS) PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 8. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.9. 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 RECONSTRUCTION WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY. 10. 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. 11. 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. 12. SOILS AND GEOLOGIST CERTIFICATION THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE FOLLOWING SOILS AND GEOLOGIST REPORT FOR THIS PROJECT. DATE BY: BY: ENTITLED: DATED: FIRM NAME: JOB NUMBER: DATE GEOTECHNICAL INVESTIGATION EO521.1 EGA CONSULTANTS, INC. DECEMBER 23, 2024 DAVID WORTHINGTON, CEG 2124 PRINCIPAL ENGINEERING GEOLOGIST/CEO PAUL DURAND, PE, RCE 58364 SR. PROJECT ENGINEER G-06 SOILS RECOMMENDATIONS 27 N4 6 ° 2 1 ' 1 7 " E 2 8 . 0 2 ' N04°00'53"E 214.04' CL DRIFTW OOD ROAD SH O R E C L I F F RO A D 112 LOT 1 1 3 LOT 1 1 4 LOT 1 1 6 PROPERTY LINE & LIMITS OF GRADING PERMIT PROPERTY LINE & LIMITS OF GRADING PERMIT PROPERTY LINE & LIMITS OF GRADING PERMIT PROPERTY LINE & LIMITS OF GRADING PERMIT 73.58 PAD RESIDENCE 74.50 TOS 74.00 TOS 74.50 T S 74.0 0 B S 74.3 0 FS 74.2 6 FS 73.9 0 FS 73.3 0 FS 74.30 FS 73.0 0 FS 73.13 T S 72.5 5 B S 71.4 3 T S 70.8 5 B S 75.85 T F 70.8 5 F S (66.8 3 ) FS (69. 1 0 ) FS 73.3 0 T W 70.8 5 B W (73. 6 1 ) T X (72. 9 6 ) F L 73. 6 2 TC (77.3 3 ) T W (73.8 1 ) N G 79.5 0 T W 74.0 0 F S (80 . 5 2 ) T W S (77.3 7 ) T W 73.3 2 T W 72.0 0 B W 73.32 T W 73.0 0 B W 74.9 0 T W 71.0 0 B W (73. 8 7 ) FS 65.75 TG 64.75 INV 1 71.19 TG 67.99 INV 3 71.78 TG68.66 INV 3 73.43 TG69.66 INV 3 73.23 TG 71.52 INV372.60 TG71.20 INV3 72.94 TG 71.66 INV2 2% 5% 73.70 TG72.13 INV 3 72.70 TG72.44 INV 3 73.63 TG72.63 INV 3 72.90 TG72.31 INV 3 74.09 TG 71.56 INV3 74.42 TG 71.58 INV 2 73.50 TG71.83 INV 3 73.25 TG 70.89 INV 3 8 72.36 TG71.08 INV 3 71.85 TG 71.10 INV 3 74.23 TG 71.71 INV 3 POOL/SPA UNDER SEPARATE PERMIT 4 5 4 5 4 5 5 4 5 72.91 TG68.78 INV 3 (72. 8 9 ) FL 71.18 INV 74.2 5 FS 73.8 3 FG 74.4 2 FS 74.42 FS 74.25 FS 74.25 FS 73.3 3 FG 73.75 FS 73.3 3 FG 1" 1"6" 2% 2% 74.8 3 FG 74.2 5 FS 74.25 FS 73.83 FG 74.42 FS 73.8 3 FG 5% 73.83 FG 73.83 FG 5% 0.82% 73.92 FS 73.9 2 FS 0.95% 73.7 1 FS 73.6 4 FS 3.60' 2% 6.00' 10% 73. 6 1 FS 3.0 0 ' 20 . 0 0 ' 73.37 TX72.87 FL73.01 FS72.97 BX 3.0 0 ' 73.04 TX73.00 BX 73.52 TX73.02 FL 73.6 8 FS (72. 8 7 ) FL (73. 0 3 ) FL 73.63 TG 72.76 INV 3 73.60 TG 72.57 INV 3 77.0 0 T W 74.0 0 B W 77.0 0 T W 74.0 0 B W 73.24 TG 72.83 INV3 73.18 TG 72.77 INV3 0.22% 1% 73.18 TG 71.29 INV3 70.91 INV 22 32 9.9 5 ' 9.86' SECTI O N B 2 SEC T I O N A 3 SEC T I O N A 2 SECTION B1 74.4 7 T W 73.0 0 F G 73.3 0 T W 70.8 5 B W 23 64.70 INV31 (OUTLET) 24 WM FOUND 34" IRON PIPE FOUND 34" IRON PIPE 6' SIDE Y A R D SET B A C K SIDE YARD SETBACK SID E Y A R D S E T B A C K FRONT YARD SETBACK 33 34 (73.4 0 ) T X (72.8 8 ) F L A-1 67 67 (65.5 ) NG (66)(67)(68) (69)(70) (67) (68) 74.30 TG 71.31 INV 3 BIO-INLET #2 67.5 INV 69.5 INV 70.76 TG 68.58 INV3 70.22 TG68.59 INV3 BIO-INLET #1 67.5 INV BIO-1200 SF O-1 ISOMETRIC VIEW BIO-1200 SF 67 67 73.18 TG71.18 INV3 73.30 T W 73.00 F G 68.4 7 INV 0.55 % 71.35 INV 1.0 % 1% 72.6 3 INV 70.24 TG68.84 INV3 20' D R A I N A G E E A S E M E N T EXISTING DRAINGE INLET PROTECT IN PLACE 72.60 TG71.05 INV3 XX.XX TG XX.XX INVX XX.XX FG X STORM DRAIN SUMP PUMP DISCHARGE ASSEMBLY GRADING LEGEND, PROPOSED RETAINING WALL PROPOSED SIDE PROPERTY WALL PROPOSED SITE SCREEN WALL PROPOSED ROOF DOWN SPOUT PROPOSED PLANTER DRAIN INLET PROPOSED SQ. GRATE DRAIN INLET PROPOSED PERFORATED SUBDRAIN PROPOSED 12" MAIN CATCH BASIN PROPOSED EARTHEN DRAINAGE SWALE PL PROPERTY LINE PROPOSED 4" STORM DRAIN LINE FG: FS: DS: INV: TOS: TG: FL: NG: TC: TW: TF: FF: GFF: FINISHED GRADE FINISHED SURFACE DOWNSPOUT INVERT ELEVATION TOP OF SLAB TOP OF GRATE (DRAIN INLET) FLOW LINE NATURAL GRADE ELEV TOP OF CURB TOP OF WALL TOP OF FOOTING FINISHED FLOOR GARAGE FINISHED FLOOR SYMBOLS AND ABBREVIATIONS PROPOSED 6" STORM DRAIN LINE PERF SUBDRAIN 4" 6" PROPERTY LINE PROPOSED CHANNEL DRAIN PROPOSED CONCRETE DRAINAGE SWALE HP:HIGH POINT FLOW ARROW DRAIN INLET CALLOUT CONSTRUCTION NOTE PROPOSED SPOT ELEVATION (XX.XX) FG EXISTING SPOT ELEVATION GRADE SLOPE PERCENTAGE XX % PROPOSED 4" PERFORATED PIPE DS WD:WOOD DECK NOTE: NOT ALL SYMBOLS USED 36"PROPOSED TREE HARDSCAPE DRIVEWAY BUILDING DG LAWN/TURF BOX LOCATION POOL/ SPA/ WATER FEATURE WOOD DECK PLANTER AREA/ NATURAL GROUND LAWN/TURF SYNTHETIC GRAVEL/ PEBBLE PLPL 74 72 70 68 66 76 80 82 78 (80. 5 1 ) TW 74.50 TOS ( 7 3 . 4 9 ) N G ( 7 5 . 1 1 ) N G ( 7 4 . 5 3 ) F S ( 7 4 . 7 7 ) F S ( 7 4 . 9 3 ) N G 74.2 5 FS 4 (74 . 9 6 ) FS(74 . 9 4 ) FS (73. 8 3 ) FG 3.00' 3.00' (74. 7 8 ) FS 3' OVER-EXCAVATION AS PER SOIL'S REPORT PROPOSED GRADE EXISTING GRADE (76. 2 1 ) FF 3.0 0 ' MEASUREMENT TAKEN FROM EXISTING GRADE(PER SOIL'S REPORT) PLPL 74 72 70 68 66 76 (73. 1 9 ) NG (72. 7 6 ) NG (73 . 5 9 ) FS80 82 78 73.3 0 FS 74.4 7 TW 74.9 0 TW 7 3 . 0 0 F G 4 (73. 8 6 ) FS 2% POOL/SPA 4 73.0 0 FG (80 . 5 1 ) TW 3' OVER-EXCAVATION AS PER SOIL'S REPORT 3.0 0 ' PROPOSED GRADE EXISTING GRADE MEASUREMENT TAKEN FROM EXISTING GRADE (PER SOIL'S REPORT) PL 74 72 70 68 66 76 (74.6 2 ) FS80 82 78 74.0 TOS CL 0.95% (73 . 8 1 ) AC 2%10% GARAGE (75.4 8 ) FFG (73 . 6 1 ) TX (72.8 9 ) EG 3.00' 3.0 0 ' 73.6 2 FS 73.6 9 FS 8 73.9 0 FG 3' OVER-EXCAVATION AS PER SOIL'S REPORT DRIVEWAY PROPOSED GRADE EXISTING GRADE MEASUREMENT TAKEN FROM EXISTING GRADE(PER SOIL'S REPORT) 74 72 70 68 66 76 80 82 78 74.50 TOS RESIDENCE 74.3 0 FS 77.0 0 T W 74.0 0 T W 4 5% CLPL 74.2 0 FG (74 . 8 0 ) NG (73 . 8 7 ) FS (73. 7 5 ) TC 5% (75. 1 9 ) NG (75 . 3 2 ) NG (76. 7 2 ) FF 3' OVER-EXCAVATION AS PER SOIL'S REPORT 3.0 0 ' PROPOSED GRADE EXISTING GRADE MEASUREMENT TAKEN FROM EXISTING GRADE (PER SOIL'S REPORT) PR E C I S E G R A D I N G P L A N 2 6 G-0220 GRAPHIC SCALE: 1"= 10' 10 300 SCALE: 1"=10' PRECISE GRADING PLAN d'zn engineering PLANS PREPARED BY: THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF: IN M ISS ED AL ON L A-A ENG A E P R DINOISTERE ROF .L No. C54067 E REG LI A IALFORNIICS EXP. ETATOF V 12/31/25 C EER 166 MATISSE CIRCLE ALISO VIEJO, CA 92656 TEL: (949) 305-8920 CLIENT/OWNER: MICHAEL & JULIE ALVARADO 127 SHORECLIFF ROAD,CORONA DEL MAR, CA 92625P: 949.300.2417 SHEET TITLE PROJECT_ADDRESS 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 BENCHMARK - - APN: 052-210-10 DATE: 03 APR 2025 ENGINEER: R. DEMA-ALA CHECKER:R. DEMA-ALA PROJECT_No:2289 REVISIONS STATUS: SUBMITTAL 1 SHEET OF SHEETS CONSTRUCTION NOTES: ROOF DOWNSPOUT DISCHARGE DIRECT-CONNECT TO SITE DRAINAGE PIPING AS PER SOILS REPORT RECOMMENDATIONS. SEE DETAIL 7 ON G-03. 1 4 22 21 2 3 INSTALL 18x18 SHALLOW CATCH BASIN-PER FLO-GARD, LOPRO, FG-M1818 OR APPROVED EQUAL. SEE DETAIL 1 ON G-03. (TIE INTO EXISTING CURB OUTLET). INSTALL 6" SQUARE GRATE & ADAPTER, NDS 640 OR EQUAL. SEE DETAIL 2 ON G-03. INSTALL 6" MAINLINE DRAIN PIPE, SDR 35 PVC OR EQUAL. INSTALL 6" PLANTER DRAIN W/ ATRIUM GRATE, NDS 80 OR EQUAL SEE DETAIL 3 ON G-03. 5 INSTALL 4" LATERAL DRAIN PIPE, SDR 35 PVC OR EQUAL INSTALL CHANNEL DRAIN WITH TRAFFIC RATED GRATE. SEE DETAIL 8 ON G-03.8 CONSTRUCT DRIVEWAY PER CITY DETAIL STD-162. CONSTRUCT NEW PROPERTY WALL PER ARCHITECTURAL PLANS. 7 32 RELOCATE WATER METER. 31 CONNECT TO EXISTING CURB OUTLET PER CITY STD-184. SCALE: 1/8"=1'-0" SECTION B1 SCALE: 1/8"=1'-0" SECTION A2 23 CONSTRUCT NEW SIDEWALK PER CITY STANDARD. 24 REMOVE EXISTING BRICKWORK AND REPLACE WITH PARKWAY TURF PER CITY STANDARD. SCALE: 1/8"=1'-0" SECTION A3 SCALE: 1/8"=1'-0" SECTION B2 33 INSTALL NEW SEWER CLEAN OUT ON THE EXISTING SEWER LATERAL PER CITY STANDARD 406. 34 REMOVE EXISTING DECORATIVE HARDSCAPE FROM THE SHORECLIFF RIGHT OF WAY. BW: BOTTOM WALL 28 1 7 2% SLOPE EXTERIOR ROOF DOWNSPOUNT DRAIN LOCATION PER PLAN CONCRETE FLOOR SLAB PAD ELEVATION SLA B O N G R A D E PE R S O I L S R E P O R T A N D STR U C T U R A L F O U N D A T I O N D E T A I L S 24" CONCRETE SWALE FLOWLINE ELEVATION PER PLAN 6" 2% SLOPE COMPACTEDSUBGRADE PER SOIL REPORT FF SCALE 1 1/2"=1'-0" IN-WALL DOWNSPOUT/ DECK DRAIN DIRECTLY CONNECTED TO DRAIN LINE 8 4" ( M I N ) (INV) ELEVATION PER PLAN (TG) ELEVATION PER PLAN FINISHED SURFACE PER PLAN MICRO CHANNEL DRAIN WITH STRUCTURAL FOAMPOLYOLEFIN CHANNEL GRATE WITH UV INHIBITOR AND PER NDS 500 (CHANNEL) & 543 (GRATE) OR APPROVED EQUAL CONCRETE FLATWORK ON GRADE (4" MIN) PER SOILS REPORT NDS ANCHOR STAKE OR APPROVED EQUAL COMPACTED SUBGRADE PER SOILS REPORT SCALE: 1 1/2"=1'-0"CHANNEL DRAIN/GRATE (FINISHED SURFACE) 4" 6" DEP T HAS REQ U I R E D SCALE: 1 1/2"=1'-0" AREA DRAIN - ATRIUM GRATE(FINISHED GRADE) 4" ATRIUM GRATE, FLAT TOP STRUCTURAL FOAM POLYOLEFIN GRATE WITH UV INHIBITOR PER NDS 75 OR APPROVED EQUAL 4" DIA. PVC 90deg. ELBOW FITTING 5% MIN. SLOPE(TG) ELEVATION PER PLAN 5% MIN. SLOPE FINISH GRADE PER PLAN 4" DIA. PVC PIPE RISER AS REQUIRED TO MAIN LINE DRAIN DE P T H A S R E Q U I R E D 6"x6"x4" SQUARE GRATE & ADAPTER (LOW PROFILE) & STRUCTURAL FOAM POLYOLEFIN REMOVABLE GRATE WITH UV INHIBITOR AND STAINLESS STEEL SCREWS PER NDS 640 OR APPROVED EQUAL SCALE: 1 1/2"=1'-0" AREA DRAIN - SQUARE GRATE(FINISHED SURFACE) COMPACTEDSUBGRADE PER SOIL REPORT 4" DIA. PVC 90deg. ELBOW FITTING MAIN TO DRAIN LINE 4" DIA. PVC PIPE RISER AS REQUIREDCONCRETE FLATWORK ON GRADE (4" MIN.) PER SOILS REPORT 2 2% MIN. SLOPE 2% MIN. SLOPE(TG) ELEVATION PER PLAN FINISH GRADE PER PLAN 3 6 SCALE: 1 1/2"=1'-0" PERFORATED DRAIN/TRENCH DETAIL 1'-0" 1'-6 " 4" DIA MIN. FRENCH DRAIN PERFORATION AT BOTTOM 34" CRUSHED ROCK 4" CONCRETE OR 6" TOPSOIL FILTER CLOTH LAP 12" AT TOPSHALLOW CONCRETE CATCH BASIN INV PER P A N GRATE OR SOLID COVER FG-M1818 INLET FLUME WITH RUBBER GASKET BYPASS WEIR FRAME MATRIX FILTER BODY WITH GEOTEXTILE COVER CLIP-IN "FOSSIL ROCK" ABSORBENT POUCH SCALE 1 1/2"=1'-0" MAIN DRAIN OUTLET - LOW PROFILE 4" PVC PIPE DR A I N A G E D E T A I L S 3 6 G-03 d'zn engineering PLANS PREPARED BY: THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF: IN M ISS ED AL ON LA-A ENG A E P R DINOISTERE ROF .L No. C54067 E REG LI A IALFORNIICS EXP. ETATOFV 12/31/25 C EER 166 MATISSE CIRCLEALISO VIEJO, CA 92656 TEL: (949) 305-8920 CLIENT/OWNER: MICHAEL & JULIE ALVARADO 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 P: 949.300.2417 SHEET TITLE PROJECT_ADDRESS 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 BENCHMARK - - APN: 052-210-10 DATE: 03 APR 2025ENGINEER: R. DEMA-ALA CHECKER:R. DEMA-ALA PROJECT_No:2289 REVISIONS STATUS: SUBMITTAL 1 SHEET OF SHEETS 29 N 4 6 ° 2 1 ' 1 7 " E 2 8 . 0 2 ' N04°00'53"E 214.04' CL DRIFT W OOD ROAD SH O R E C L I F F RO A D LOT 1 1 3 LOT 1 1 4 LOT 1 1 6 ER O S I O N C O N T R O L P L A N 4 6 G-04SCALE: 1"=10' EROSION CONTROL PLAN 1 2 3 4 5 STREET SWEEPING AND VACUUMING AS REQUIRED - SE-7 BMP INSTALL SANITARY/SEPTIC WASTE MANAGEMENT - WM-9 BMP INSTALL STOCKPILE MANAGEMENT - WM-3 BMP INSTALL TEMPORARY EROSION CONTROL GRAVEL BAGS (2 HIGH) SE-6 BMP COMBINATION INSTALL TEMPORARY CONCRETE WASH OUT BASIN WITH PLASTIC LINER-WM-8 BMP EROSION CONTROL NOTES d'zn engineering PLANS PREPARED BY: THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF: IN M ISS ED AL ON LA-A ENG A E P R D INOISTERE ROF .L No. C54067 E REG LI A IALFORNIICS EXP. E TATOFV 12/31/25 C EER 166 MATISSE CIRCLE ALISO VIEJO, CA 92656 TEL: (949) 305-8920 CLIENT/OWNER: MICHAEL & JULIE ALVARADO 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 P: 949.300.2417 SHEET TITLE PROJECT_ADDRESS 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 BENCHMARK - - APN: 052-210-10 DATE: 03 APR 2025 ENGINEER: R. DEMA-ALA CHECKER:R. DEMA-ALA PROJECT_No:2289 REVISIONS STATUS: SUBMITTAL 1 SHEET OF SHEETS 1. WIND EROSION BMPS (DUST CONTROL) SHAL BE IMPLEMENTED. 2. SEDIMENT CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED AT ALL OPERATIONAL STORM DRAIN INLETS. 3. BMPS TO CONTROL OFF-SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED. 4. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPS SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER BY WASTES AND CONSTRUCTION MATERIALS. 5. APPROPRIATE NON-STORM WATER BMPS SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER FROM CONSTRUCTION ACTIVITIES. 6. THERE SHALL BE A "WEATHER TRIGGERED" ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY SEDIMENT CONTROL BMPS AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM IS DEFINED AS A FORECASTED, 50% CHANCE OF RAIN). 7. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY SEDIMENT CONTROL BMPS (AT THE SITE PERIMETER, SITE SLOPES AND OPERATIONAL INLETS WITHIN THE SITE) NECESSARY TO PREVENT SEDIMENT DISCHARGES FROM EXPOSEDPORTIONS OF THE SITE SHALL BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DESCRIBED IN ITEM H ARE NOTCONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 8. DEPLOYMENT OF PERMANENT EROSION CONTROL BMPS (PHYSICAL OR VEGETATION) SHOULD COMMENCE AS SOON AS PRACTICAL ON SLOPES THAT ARE COMPLETED FOR ANY PORTION OF THE SITE. STANDBY BMP MATERIALS SHOULD NOT BE RELIED UPON TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. 1. IN CASE OF EMERGENCY, CALL AT OFFICE PHONE # 2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. 3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS. DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND. 4. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, AND SPILLS, SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS. 6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITES AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOESNOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITYSTANDARD: CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE: OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 & 302. 9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS: FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLES/ EQUIPMENT WASH WATER ANDCONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPER CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITEE SHALL DISPOSE OF SUCH MATERIALS IN ASPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE. PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERALREQUIREMENTS. 10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACEEROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES. 12. THE PERMITEE AND CONTRACTOR SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TOPREVENT PUBLIC TREPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 13. THE PERMITEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THEWORK IS IN ACCORDANCE WITH THE APPROVED PLANS. 14. THE PERMITEE AND CONTRACTOR SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS,MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED. 15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED ATCONVENIENT LACATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOILS SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE THE SITE TO STREETS,DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. MICHAEL & JULIE ALVARADO DRY SEASON REQUIREMENTS (MAY-SEPTEMBER) WET SEASON REQUIREMENTS (OCTOBER-APRIL) N.P.D.E.S. NOTES: 949-300-2417 1. WHERE APPROPRIATE SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS, AND AT ALL NON-ACTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON. 2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPS (TEMPORARY OR PERMANENT) SHALL BE INSTALLED ANDESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. THESE BMPS MUST BE MAINTAINED THROUGHOUT THE RAINY SEASON. IF A SLECTED BMPS FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP MAY INDICATETHAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP, OR ADDITIONAL BMPS SHOULD BE INSTALLED TO PROVIDE ADEQUATE PROTECTION. 3. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHAL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTEDBY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMPS PRIORT TO A PREDICTED RAINSTORM. 4. A DISTURBED AREA THAT IS NOT COMPLETED BY THAT IS NOT BEING ACTIVELY GRADED (NON-ACTIVE AREA) SHALL BE FULLY PROTECTED FROM EROSION WITH TEMPORARY OR PERMANENT BMPS (EROSION AND SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROLBMPS MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 5. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENTS BMPS NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SDEIMENT DISCHARGES SHALL BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PERMANENT PHYSICALSTABLILZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. PROPERTY LINE & LIMITS OF GRADING PERMIT PROPERTY LINE & LIMITS OF GRADING PERMIT PROPERTY LINE & LIMITS OF GRADING PERMIT PROPERTY LINE & LIMITS OF GRADING PERMIT 2 3 4 5 1 1 1 1 1 30 74 72 70 68 66 76 80 82 78 PL PL (64. 4 7 ) FS 64 (71.7 9 ) TW (71.0 7 ) NG (67. 2 9 ) NG 64.7 0 INV 1 5 64.75 INV EXISTING GRADE N 4 6 ° 2 1 ' 1 7 " E 2 8 . 0 2 ' 1 9 ° 5 4 ' 4 4 " R 67 67 BIO-1 200 SF 9.37' 2 8 . 1 6 ' BIO-1 200 SF 67 67 70 68 66 PL 64 4'-0"2'-8"2'-8" 24 " PO N D I N G D E P T H 6" 6" 4'-0" 9'-4" SOIL MEDIA 1 3 1 3 62 60 61 63 65 67 69 -10 -5 0 5 10 5 6 G-0520 GRAPHIC SCALE: 1"= 10' 10 300 d'zn engineering PLANS PREPARED BY: THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF: IN M ISS ED AL ON LA-A ENG A E P R D INOISTERE ROF .L No. C54067 E REG LI A IALFORNIICS EXP. ETATOF V 12/31/25 C EER 166 MATISSE CIRCLEALISO VIEJO, CA 92656 TEL: (949) 305-8920 CLIENT/OWNER: MICHAEL & JULIE ALVARADO 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 P: 949.300.2417 SHEET TITLE PROJECT_ADDRESS 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 BENCHMARK- - APN: 052-210-10 DATE: 03 APR 2025ENGINEER: R. DEMA-ALACHECKER: R. DEMA-ALA PROJECT_No:2289 REVISIONS STATUS: SUBMITTAL 1 SHEET OF SHEETS BI O - 1 B M P D E T A I L S 5 CONNECT TO EXISTING DRAIN OUTLET31 4 INSTALL 4" DRAIN PIPE, SDR 35 PVC OR EQUAL. INSTALL 6" DRAIN PIPE, SDR 35 PVC OR EQUAL. CONSTRUCT BIO-1 (BIORETENTION BASIN).14 BMP NOTES 8 INSTALL 6" UNDERDRAIN PIPE (PERFORATED) PER PLAN SCALE: 1/4"=1'-0"SECTION THRU BIO-1 SCALE: 1/8"=1'-0" ISOMETRIC VIEW SCALE: 1/4"=1'-0" BIO-1 ENLARGED PLAN BIO-1 INLET #1 67.25 INV 6" OVERFLOW RISER WITH 12" SQ. CATCH BASIN 8 4 14 EXISTING CONC. DRAINAGE SWALE BIO-1 INLET #1 67.25 INV BIO-INLET #2 67.5 INV PROPERTY LINE & LIMITS OF GRADING PERMIT 64.70 INV31 (OUTLET) 65.75 TG 64.75 INV 1 (66)(66)(68 ) (69 ) (70 ) (65 . 5 ) NG (67) (66. 8 3 ) FS (68 ) (69. 1 0 ) PROPERTY LINE & LIMITS OF GRADING PERMIT 4" OVERFLOW PIPE OUTLET TO EXISTING CONC. DRAINAGE SWALE 4 5 SCALE: 1/8"=1'-0"SECTION A1 64.70INV31 (OUTLET) 6" OVERFLOW RISER WITH 12" SQ. CATCH BASIN 6" SD INLET PER PLAN 6" PERFORATED SUB DRAIN4" OVERFLOW PIPE OUTLET TO EXISTING CONC. DRAINAGE SWALEEXISTING CONCRETE DRAINAGE SWALE 31 SO I L S R E C O M M E N D A T I O N S 6 6 G-06 d'zn engineering PLANS PREPARED BY: THESE PLANS WERE PREPAREDUNDER THE SUPERVISION OF: IN M ISS ED AL ON LA-A ENG A E P R DINOISTERE ROF .L No. C54067 E REG LI A IALFORNIICS EXP. E TATOFV 12/31/25 C EER 166 MATISSE CIRCLEALISO VIEJO, CA 92656 TEL: (949) 305-8920 CLIENT/OWNER: MICHAEL & JULIE ALVARADO 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 P: 949.300.2417 SHEET TITLE PROJECT_ADDRESS 127 SHORECLIFF ROAD, CORONA DEL MAR, CA 92625 BENCHMARK- - APN: 052-210-10 DATE: 03 APR 2025ENGINEER: R. DEMA-ALA CHECKER: R. DEMA-ALA PROJECT_No:2289 REVISIONS STATUS: SUBMITTAL 1 SHEET OF SHEETS 32 These drawings are instruments of service. EPTDESIGNshall retain all copyrights, statutory and common lawright with regard to these drawings and the designscontained therein in all formats, including printed anddigitized. These drawings are not to be altered in anyway, nor assigned to a third party without first obtainingwritten permission and consent from EPTDESIGN.Pla n C o n t r o l : C o n s t r u c t i o n D o c s . DateBy Job NumberDesign Staff Project Manager Principal Client Apr 18, 2025 - 9:24AM J:\E24-000\E24-035 Alvarado Residence\CAD\Sheets\CD\_City Submittal\CITY L0.00 Title Sheet.dwg Michael & Julie Alvarado 127 Shorecliff RoadCorona Del Mar, California E24-035SH NE AW 1s t C i t y S u b . X X M o n t h 2 0 1 6 127 Shorecliff Road Corona Del Mar, California Alvarado Residence Revisions Plan Check Number: 00000000-PARK RE GRE S E IST RA Signature10/31/25Expiration Date DANDL EPCSA E TC A C ITH INTATRCDateOFEOIFAL NORDERIKSSON No. 2858 04/18/25 City Submittal AW 01/23/25 City Submittal AW 04/04/25 City Submittal AW 04/18/25 Title Sheet T0.00 Corona Del Mar, California CITY SUBMITTAL Design Team Vicinity Map Site Map Alvarado Residence Sheet Index LANDSCAPE ARCHITECT 166 Matisse Circle,Aliso Viejo, CA 92656P l 949.305.8920Contact: Ronie Dema-Alarld@dzne.net DZN Engineering CIVIL ENGINEER 2728 East Coast Hwy, Suite ACorona Del Mar, CA 92625P l 949.887.8856Contact: Eric Olseneric@ericolsendesign.com ARCHITECT 127 Shorecliff Road,Corona Del Mar, CA 92625mike.alvarado1230@gmail.comjulie.alvarado12@gmail.com EPTDESIGN OWNER Eric Olsen Design Michael & Julie Alvarado 234 N. El Molino Ave. Ste. 100Pasadena, CA 91101T l 626.795.2008Contact: Nord Erikson 1 of 62 of 63 of 64 of 65 of 66 of 6 T0.00L1.01L2.00L2.01L2.50L3.01 DESCRIPTIONSHEET ID SHEET NO. Title SheetConstruction PlanIrrigation Legend & NotesIrrigation PlanHydrozone PlanPlanting Plan 127 Shorecliff Road NTS AVOID CUTTING UNDERGROUNDUTILITY LINES. IT'S COSTLY.Call DigAlert.org OR CALL BEFORE YOUR D G General Notes Total Landscape Area: 4,305 sq ftProject Type: New LandscapeWater Supply Type: PotableWater Supplier: City of Newport Beach THE DESIGN OF THIS PROJECT COMPLIES WITH THE REQUIREMENTS OF THE CITY'SWATER EFFICIENT LANDSCAPE ORDINANCE AND DESIGN STANDARDS. SIGNATURE DATE 02/10/2025 Landscape Documentation Package Checklist 33 5' M I N . 23'-612" 3'-1 " 3'-9" 8'-512" 6'- 0 " 59'-3" 1'-4" 10 ' - 7 " 5' M I N . 12'- 0 " 33'-8" 6'-312" 4'-1 0 " 4'-10 " 12'-3 " 34'-312" 12' - 4 12" 3'-312" 1'-3" 13' - 5 " 2'-012" 5'-1 " 1'-11 " 10' - 0 " 10'- 0 " 3'-0"GATE 16'-10"3'-612" 6'-4 " 6'-4 " 3'-5"2'-412"34'-312"1'-1" 2'-8 12" 4'-5 " 3'-11" 2'-10" 16'-7" 16'- 8 " 4'-512" 4'-6" 7'-3"14'-112" ALIGN 1'-1 0 " 10'-0 " S T O R M DRA I N E A S E M E N T 6'-0" SIDE Y A R D SET B A C K 0 24 8 16 Feet Scale: 1/8" = 1'-0" Construction Plan L1.01 These drawings are instruments of service. EPTDESIGNshall retain all copyrights, statutory and common lawright with regard to these drawings and the designscontained therein in all formats, including printed anddigitized. These drawings are not to be altered in anyway, nor assigned to a third party without first obtainingwritten permission and consent from EPTDESIGN.Pla n C o n t r o l : C o n s t r u c t i o n D o c s . DateBy Job NumberDesign Staff Project Manager Principal Client Apr 18, 2025 - 9:46AM J:\E24-000\E24-035 Alvarado Residence\CAD\Sheets\CD\_City Submittal\CITY L1.01 Construction Plan.dwg Michael & Julie Alvarado 127 Shorecliff RoadCorona Del Mar, California E24-035SH NE AW 1s t C i t y S u b . X X M o n t h 2 0 1 6 127 Shorecliff Road Corona Del Mar, California Alvarado Residence Revisions Plan Check Number: 00000000-PARK RE GRE S E IST RA Signature10/31/25Expiration Date DANDL EPCSA E TC A C ITH INTATRCDateOFEOIFAL NORDERIKSSON No. 2858 04/18/25 City Submittal AW 01/23/25 City Submittal AW 04/04/25 City Submittal AW 04/18/25 WALL & FENCE LEGEND P-1 PAVING LEGEND P-1 P-2 DESCRIPTION DETAILITEM GRAVEL DRIVEWAY WITHCOBBLESTONE FRAME P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 W-1 W-2 W-3 W-4 PLANTING AREA EXISTING PROPERTY LINE WALL TO REMAIN - PROTECT IN PLACE CENTER LINE TYPICAL FACE OF BUILDING REFERENCE LEGEND 1 2 3 4 PA TYP. F.O.B. - LIMESTONE PAVING INASHLAR PATTERN COBBLESTONE PAVING FOND DU LAC FLAGSTONE PAVERSWITH TURF JOINTS FLAGSTONE LANDING AT FRONT ENTRY STONE STEPS AT POOL DECK STEEL RISERS WITH TURF TREADS AT LAWN ALUMINUM HEADER PER SOFTSCAPECONTRACTOR GRAVEL PER SOFTSCAPE CONTRACTOR PAINTED WHITE BRICK WALLS AT FRONTENTRY - 3'-0" MAX. HEIGHT STUCCO GARDEN WALL - 2'-0" MAX. HEIGHT PERIMETER FENCE- WOOD FRAME WITHWELDED WIRE. 5'-6" MAX. HEIGHT FREESTANDING STUCCO WALL - 5'-6" MAX. HEIGHT EXISTING UTILITY TO REMAIN - PROTECT IN PLACE EXISTING ADJACENT PUBLIC FENCE & GATE -PROTECT IN PLACE EXISTING ADJACENT PUBLIC SIDEWALK - PROTECT IN PLACE SITE AMENITIES LEGEND SA-1 SA-2 SA-3 SA-4 - - - RECIRCULATING WATER FEATURE ATFRONT ENTRY T.B.S. - 2'-6" MAX. HEIGHT BBQ COUNTER PER ARCHITECT POOL & SPA POTS TBS GATE LEGEND G-1 G-2 G-3 WOOD GATE AT SIDE YARD - 5'-6" MAX. HEIGHT WELDED WIRE GATE WITH WOOD FRAME ATEAST PROPERTY LINE - 5'-0" MAX. HEIGHT WELDED WIRE SLIDING GATE WITH WOODFRAME AT LAWN - 5'-0" MAX. HEIGHT SA-5 -POOL EQUIPMENT - TO BE FITTED WITH NOISEREDUCTION POOL PUMP EQUIPMENT COVER.MANUFACTURER: SERENE+MODEL: TBS BY POOL CONTRACTOR TO FITREQUIRED POOL EQUIPMENT. DESCRIPTION DETAILITEM CL NOT USED P.I.P.CONCRETE DRIVEWAY - - - - - - - - - - - - - - - - - - RESIDENCE GARAGE FAMILY ROOM PROPERTY LINE PROP E R T Y L I N E PR O P E R T Y L I N E CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL BUILDING CODES ANDREQUIREMENTS, INCLUDING THE MOST RECENT REQUIREMENTS OF THE ACCESSIBILITY CODES. 2. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS WHEREAPPLICABLE 3. THE SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, DEVICES, SUPPLIES, EQUIPMENT, ANDOTHER FACILITIES NECESSARY FOR AND INCIDENTAL TO THE EXECUTION AND COMPLETION OF WORKDESCRIBED IN THE CONSTRUCTION DOCUMENTS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATION GRADES, EXISTING STRUCTURES,SPECIFICATIONS AND FIELD CONDITIONS AT THE SITE BEFORE COMMENCING WORK. WHERECONFLICTS OCCUR, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR CLARIFICATION. FAILURE TOPROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE FOR COSTS INCURRED TO RECTIFY THEDISCREPANCY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH GENERAL CONTRACTOR AND DRAWINGSFOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PIPES, AND RELATED STRUCTURES. THECONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAIDUTILITIES IF PROPER VERIFICATION WAS NOT PERFORMED. 6. CONSTRUCTION DOCUMENTS INCLUDE PROVISIONS NOTED HEREIN FOR BOTH THESE CONTRACTDRAWINGS AND ASSOCIATED CONTRACT SPECIFICATIONS. CONSTRUCTION DRAWINGS ARE GRAPHICAND DIAGRAMMATIC; THEY CONVEY THE DESIGN INTENT OF THE CONSTRUCTION CONTRACT. 7. AREAS TO BE GRADED OR PAVED SHALL BE GRUBBED AND STRIPPED OF ALL VEGETATION, DEBRIS,AND OTHER DELETERIOUS MATERIAL. ALL LOOSE SOIL DISTURBED BY REMOVAL OF TREES, EXISTINGFILL AND LOOSE OR DISTURBED TOPSOIL SHALL BE REMOVED. 8. PLANS ARE FOR THE PURPOSE OF HORIZONTAL CONTROL (STAKING) OF CONSTRUCTION FEATURESNOT LOCATED BY THE PROJECT CIVIL ENGINEER OR ARCHITECTURAL DRAWINGS AND FORCONSTRUCTION REFERENCE OF SITE CONSTRUCTION FEATURES DETAILED HEREIN. 9. ALL DIMENSIONS ARE STAKED PERPENDICULAR OR PARALLEL, UNLESS OTHERWISE INDICATED. 10. CONTRACTOR SHALL ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLINGWALKS, FOOTINGS, WALLS, AND OTHER STRUCTURES. FINAL GRADIENTS SHALL ENSURE POSITIVEDRAINAGE FROM BUILDINGS AND STRUCTURES. 11. CONTRACTOR SHALL ENSURE THAT DRAINLINES, ELECTRICAL CONDUITS, SLEEVES, ETC., ARE IN PLACEPRIOR TO INSTALLATION OF PAVING AND WALLS 12. ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. 13. CONTRACTOR SHALL SUBMIT A CONCRETE FLATWORK JOINTING PLAN SHOWING ISOLATION ANDCONTRACTION JOINTS BASED ON DESIGN PER PLAN - FOR LANDSCAPE ARCHITECT APPROVAL. INSTALLEXPANSION JOINTS (EJ) AT ALL VERTICAL ELEMENTS. INSTALL CONSTRUCTION CONTROL JOINTS (CCJ)AT MAX. 12'-0". ZIP JOINTS SHALL NOT BE ALLOWED. INSTALL EJ'S AND CCJ'S AT 90° TO THE EDGE OFCONCRETE PAVING. SEE PLANS FOR ADDITIONAL INFORMATION AND LOCATIONS. JOINTS SHALLCONTINUE UNDER ALL PRECAST CONCRETE, FURNISHINGS, AND OVERHANGS NOT SHOWN ON PLANS. 14. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR HARDSCAPE FORM REVIEW, APPROVAL BEFOREPOURING CONCRETE. 15. DO NOT SCALE CONSTRUCTION DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALINGOF DRAWINGS. 16. TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION WHERE NO DETAILS ARE GIVEN. THECONSTRUCTION SHALL BE AS FOR SIMILAR WORK. OMISSIONS, AND/OR FIELD CONDITIONS, SHALL BEBROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORKSO INVOLVED. 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO PLANTING PLANS TO DETERMINE LOCATION OFSPECIMEN TREES AND TO ROUTE UNDERGROUND STRUCTURES AROUND THESE LOCATIONS 18. IMPORT SOIL SHALL BE APPROVED ON SITE BY OWNER'S REPRESENTATIVE. REFER TO SPECIFICATIONSFOR SOIL REQUIREMENTS. SOIL SHALL BE FREE FROM ROCK, DEBRIS, NUT GRASS, BERMUDA GRASSOR OTHER DELETERIOUS MATERIAL. 19. INSTALL CONCRETE IMPROVEMENTS THAT OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSIAT 28 DAYS UNLESS OTHERWISE SPECIFIED ON DRAWINGS AND DETAILS. CONCRETE TYPE INDICATEDIN SPECIFICATIONS; SUBMIT CONCRETE DESIGN MIXES AND REFEREE FINISH SAMPLES TO LANDSCAPEARCHITECT. PREPARE FIELD MOCKUPS AND OBTAIN THEIR APPROVAL PRIOR TO INSTALLATION OFCONCRETE WORKS SCOPE. INSTALL CONCRETE FLATWORK PER RECOMMENDATION OFGEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT. IN CASE OF CONFLICT BETWEENGEOTECHNICAL REPORT AND DETAILS, THE MOST STRINGENT REQUIREMENTS WILL APPLY. ALLCONCRETE SHALL HAVE CONSISTANT FINISHES OR WORK MAY BE REJECTED. 20. REINFORCING STEEL: A.S.T.M. A-615, GRADE 40 FOR ALL REINFORCING. MINIMUM CLEARANCE FORBARS SHALL BE 3" AT BOTTOM OF FOOTING AND 1 1/2" AT BOTTOM OF SLABS ON GRADE. 21. SLEEVES: CONCRETE CONTRACTOR SHALL PROVIDE PVC UNDER PAVING. THE LOCATIONS SHALL BECOORDINATED WITH THE ELECTRIC CONTRACTOR AND IRRIGATION CONTRACTOR. 22. MORTAR SHALL BE 1: 3 1/2 : 1/4 TO 1/2 PARTS BY VOLUME OF PORTLAND CEMENT, TO MORTAR SAND, TOLIME PUTTY. USE NO FIRE CLAY, ADD 1 PINT ADMIXTURE PER SACK OF CEMENT TO INHIBITEFFLORESCENCE. 23. USE AT LEAST A 1-SACK MIXER. MEASURE PARTS BY VOLUME FOR UNIFORMITY.A. FOR MORTAR, LOAD MORTAR SAND, PORTLAND CEMENT, ADMIXTURE, AND WATER INTO MIXER IN THAT ORDER, AND MIX FOR 3 MINUTES THEN ADD LIME PUTTY AND MIX ADDITIONAL 10MINUTES.B. FOR GROUT, LOAD PEA GRAVEL, IF USED, SAND, PORTLAND CEMENT, ADMIXTURE, AND WATERINTO THE MIXER FOR 3 MINUTES. USE ENOUGH WATER TO FORM A POURINGCONSISTENCY AND COLOR PER PLANS.C. DO NOT USE ANY MORTAR OR GROUT AFTER MORE THAN 1 1/2 HOURS OF ITS INITIAL MIXING,EXCEPT MORTAR MAY BE RE-TEMPERED. 24. EXCESS SOIL SHALL BE REMOVED FROM SITE. 25. REPLACE OR REPAIR EXISTING MATERIAL THAT ARE DAMAGED BY CONTRACTOR DURINGCONSTRUCTION OPERATIONS. 26. REFER TO CONSTRUCTION SCHEDULE & NOTES FOR ADDITIONAL INFORMATION. PA PA PA PA PA PA PA PA LAWN PA PA PA PA PA PA PAPA PA PA PA P-7 W-1 P-1 P-2 W-2 P-5 P-11 SA-3 1 1 1 G-2 LAWN SA-1 P-9 PA PA PA PA P-2 P-8 P-11 2 P-10 TYP.W-3 W-2 4 W-3 P-10 P-2 4 3 F.O. B . P-6 2 P-11 F.O . B . W-4 G-1 SA-2 TYP. SIDE Y A R D S E T B A C K SID E Y A R D S E T B A C K SIDE YARD SETBACK SIDE YARD SETBACK FRO N T Y A R D S E T B A C K FRO N T Y A R D S E T B A C K G-3 W-2 F.O.B. F.O.B. OF GARAGECL OF DOORCL F.O . B . SH O R E C L I F F R O A D SA-5 PA PA SA-4TYP. STORM D R A I N E A S E M E N T TYP. ENCROACHMENT PERMITAND ENCROACHMENTAGREEMENT REQUIRED FORDECORATIVE WALKWAY. P-3STO R M D R A I N E A S E M E N T STOR M D R A I N E A S E M E N T STORM D R A I N E A S E M E N T PROPOSED POOL FENCETO SIT OUTSIDE OF STORMDRAIN EASEMENT. 34 Irrigation Legend and Notes L2.00 These drawings are instruments of service. EPTDESIGNshall retain all copyrights, statutory and common lawright with regard to these drawings and the designscontained therein in all formats, including printed anddigitized. These drawings are not to be altered in anyway, nor assigned to a third party without first obtainingwritten permission and consent from EPTDESIGN.Pla n C o n t r o l : C o n s t r u c t i o n D o c s . DateBy Job NumberDesign Staff Project Manager Principal Client Apr 18, 2025 - 1:25PM J:\E24-000\E24-035 Alvarado Residence\CAD\Sheets\CD\_City Submittal\CITY L2.00 Irrigation Legend and Notes - LADBS.dwg Michael & Julie Alvarado 127 Shorecliff RoadCorona Del Mar, California E24-035SH NE AW 1s t C i t y S u b . X X M o n t h 2 0 1 6 127 Shorecliff Road Corona Del Mar, California Alvarado Residence Revisions Plan Check Number: 00000000-PARK RE GRE S E IST RA Signature10/31/25Expiration Date DANDL EPCSA E TC A C ITH INTATRCDateOFEOIFAL NORDERIKSSON No. 2858 City Submittal AW 01/23/25 City Submittal AW 04/04/25 City Submittal AW 04/18/25 1.THE IRRIGATION DESIGN PRESENTED IN THESE DOCUMENTS IS INTENDEDTO BE DIAGRAMMATICAL. ALL IRRIGATION EQUIPMENT, PIPING, AND VALVELOCATIONS, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGNCLARIFICATION AND SHALL ONLY BE INSTALLED IN PLANTING AREAS.IRRIGATION CONTRACTOR SHALL INSTALL ALL REMOTE CONTROL VALVES,QUICK COUPLERS, AND GATE VALVES, IN SHRUB PLANTING AREAS OR ASAPPROVED BY OWNERS REPRESENTATIVE AND THE LANDSCAPEIRRIGATION DESIGNER. AVOID ANY CONFLICTS BETWEEN THE SPRINKLERSYSTEM, PLANTING, AND ARCHITECTURAL FEATURES.2.CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TOENSURE 120V POWER SUPPLY AND COORDINATE ETHERNET CONNECTIONSARE AVAILABLE AT ALL NEW IRRIGATION CONTROLLER LOCATIONS.COORDINATE REQUIRED POWER SUPPLY FOR BOOSTER PUMP AS WELL.3. FOR MORE INFORMATION SEE SHEET L2.00 FOR MASTER IRRIGATIONLEGEND.4. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THEMAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.15. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPECERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINALINSPECTION APPROVAL (STATE ASSEMBLY BILL NO.1881) 1. SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPE AND CONTROL WIRECONDUIT UNDER PAVING ( TYPICAL). REFER TO IRRIGATION SLEEVE SIZESAND CONTROL WIRE CONDUIT CHARTS FOR APPROPRIATE SLEEVE ANDCONDUIT SIZING.2. FOR DRAWING CLARITY, NOT ALL IRRIGATION SLEEVES ARE SIZED BUTSHALL BE INSTALLED AND INCLUDED AS PART OF THE CONTRACTORS BID.ALSO, FOR DRAWING CLARITY, NOT ALL CONDUITS AND IRRIGATIONSLEEVES ARE SHOWN. CONTRACTOR IS RESPONSIBLE FOR INSTALLATIONOF SLEEVES AND CONDUITS OF APPROPRIATE SIZE UNDER ALL PAVEDAREAS AS WELL AS ALL SLEEVE PIPES AND CONDUITS THAT ARE SHOWNON THE DRAWINGS.3. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZINGTHEMSELVES WITH ALL DIFFERENCES IN GRADE, LOCATION OFSEATWALLS, LOCATION OF RETAINING WALLS, ETC. THE CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATING ALL IRRIGATION WORK WITHTHE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, AND ALL OTHERSUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OFIRRIGATION RELATED SLEEVES THROUGH WALLS, STRUCTURES, UNDERROADWAYS, PAVING ETC. IRRIGATION NOTES SLEEVE AND CONDUIT NOTES PIPE SIZE SLEEVE SIZE IRRIGATION SLEEVE SIZING CHART 3"2-1/2"2"1-1/2"1-1/41"3/4" 3" 3" 3"4" 4" 4"6" SLEEVE SIZE WIRES IN SLEEVE CONTROL WIRE CONDUIT SIZING CHART 3" 25-40 4" 41-48 2-1/2" 17-24 2" MIN. 0-16 THE IRRIGATION SYSTEM SHOWN ON THESE PLANS HAS BEEN PREPARED INCOMPLIANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF WATERRESOURCES' MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). IRRIGATION DESIGN COMPLIANCE NOTE TOTAL LANDSCAPE AREA 4,305 S.F. (SHRUBS AND TREES) 1. The irrigation contractor shall be responsible for familiarizing themselves with all differences in grade, location of seatwalls, location ofretaining walls, etc. The contractor shall be responsible for coordinating all irrigation work with the general contractor, electricalcontractor, and all other subcontractors for the location and the installation of irrigation related sleeves through walls, structures, underroadways, paving, etc. 2. The irrigation design presented in these documents is intended to be diagrammatic. All irrigation equipment, piping and valve locations,etc. shown within paved areas are for design clarification and shall only be installed in planting areas. Irrigation contractor shall installall remote control valves, quick couplers, and gate valves, in shrub planting areas or as approved by owner's representative & thelandscape irrigation designer. Avoid any conflicts between the sprinkler system, planting and architectural features. 3. The irrigation system design is based upon the minimum operating pressure and the maximum flow demand shown on the irrigationdrawings at each point of connection. The irrigation contractor shall verify water pressure prior to construction. Any difference betweenthe water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection shall be immediatelyreported in writing to the owner's authorized representative. If the pressure differences are not immediately reported prior to beginningconstruction, the irrigation contractor shall assume full responsibility for all revisions to the irrigation system deemed necessary by theowner's representative and all costs associated with those revisions. 4. When it is apparent to the landscape contractor in the field that obstructions, grade differences, or differences in the calculated areadimensions exist that may have not been considered in the design of the system, the irrigation contractor shall not willfully install theirrigation system as indicated on the construction drawings. The owner's authorized representative shall be notified in writing of anysuch obstructions or differences prior to beginning any irrigation installation. If notification is not received prior to beginning installation,the irrigation contractor shall assume full responsibility for all revisions to the irrigation system as deemed necessary by owner'srepresentative and all costs associated with those revisions. 5. The irrigation contractor shall be responsible for installing all control wire sleeving of sufficient size, under all paved areas in addition tothe control wire sleeving shown on the drawings. 6. All piping and equipment shall be installed per the irrigation details. Teflon tape or Teflon pipe dope shall be applied to all male PVCpipe threads on all irrigation valve assemblies. 7. All pop-up style irrigation heads located in in shrub or groundcover areas shall be installed so the top of the irrigation head is 1" abovefinish grade. 8. All pop-up style irrigation heads to be located in turf areas shall initially be installed so the top of the irrigation heads are flush with theadjacent sidewalk or curb. Within 10 days of being notified by the owner's representative, the irrigation contractor shall be responsiblefor adjusting all turf irrigation heads so the top of the irrigation head is 1/2" above finish grade. 9. The irrigation contractor shall be responsible for flushing and adjusting all irrigation heads for optimum performance and to prevent overspray onto areas not intended for irrigation. This shall include selecting the proper the arc pattern, adjusting the spray radius of theirrigation head with PRS screens and/or also throttling the flow control at each valve to obtain the optimum operating pressure for eachsystem. 10. The irrigation contractor shall be responsible for adjusting the pressure regulator on each electric control valve so the irrigation headfarthest and highest in elevation from its associated control valve functions within the operating pressure shown on the irrigation legend(not to exceed 5 PSI above the indicated operating pressure). 11. When installing Rain Bird 1800 series nozzles that require arc patterns other than the standard arc patterns (e.g., 360°, 180°, and 90°),the contractor shall use the appropriate fixed arc pattern (e.g. 120°, 240°, 270°). The contractor shall use Rain Bird variable arcnozzles (VAN) when installing irrigation heads using Rain Bird 1800 series nozzles only when required pattern is not one of the fixedarc patterns. Select the radius of VAN nozzles to match site conditions. For example: use 8-VAN where an 8 foot radius is required ora 12-VAN where a 12 foot radius is required. 12. The irrigation contractor shall be responsible for making field adjustments to the irrigation system by installing a quarter circle or halfcircle sprinkler head on each side of any vertical element (props, street lights, trees, etc.) which prevents proper coverage by interferingwith the spray pattern of the irrigation head. All adjustments shall be made at no additional costs to the owner. 13. Drainage of irrigation water through spray head will not be allowed. Rain Bird SAM feature shall be used to prevent spray headdrainage. During construction, the contractor shall change spray bodies from Rain Bird 1800-PRS to 1800-SAM-PRS for spray headsshowing signs of draining after the irrigation system has operated from an ON to OFF position. Installation of Rain Bird SAM featureshall be included in the Bid Price of the irrigation system. 14. The irrigation contractor shall be responsible for making the final connection between the power source and the automatic controller.120 volt electrical power source shall be provided by others at the automatic controller location. 15. Adhesives, sealants and caulks shall meet local or regional air pollution control or South Coast AQMD rule 1168 VOC and statewideVOC standards. 16. Contractor shall verify exterior mounted rain sensor location and provide wiring between rain sensor and controller. GENERAL IRRIGATION NOTES 1. Pre-job/kick-off meeting with contractor, general contractor, and irrigation designer. 2. Mainline, backflow preventer, master valves, flow sensors, booster pump installation and operation, installation review prior tobackfilling trenches, irrigation mainline pressure test, etc. 3. Finalizing the location for the controller assemblies - landscape contractor shall coordinate with the irrigation designer to verifyconnection of flow sensors and associated equipment to each controller assembly and for certification/warranty of equipment. 4. Irrigation coverage test - a dynamic pressure test shall be performed by the landscape contractor and shall be observed by the owner(or the owner's representative) and the irrigation designer for each valve during the irrigation coverage test. The landscape contractor shall schedule an irrigation site observation by the irrigation designer, and/or the owner's representative, whichshall not occur without at least 48 hours prior notification. The following items shall be reviewed: OBSERVATION SCHEDULING The landscape contractor shall purchase and install one domestic water meter located per the civilengineer's sewer & water plan and as shown on the irrigation plan. Verify that the static pressure is PSI prior toconstruction. Contractor shall furnish and install mainline to the flanged gate valves, backflow preventer, hose bibs, mastervalve, and flow sensor per the irrigation legend and details. (Refer to the irrigation plans for sizing). Refer to irrigation legendand irrigation construction notes for model numbers. Install the flow sensor per the manufacturer's recommendations anddetails. Contractor shall furnish all materials and labor to execute and install the irrigation system per the irrigation plans. Install the gate valves, backflow preventer, master valves, flow sensors, and hose bibs within the shrub planting areas only. The flow sensor wire shall be manufactured by "Rain Master", model #EV-CAB-SEN. No field splices allowed between flowsensor and controller. All flow sensor wires shall be installed within a gray 1-1/2" DIA., SCH. 40 PVC conduit. Each conduitshall have a separate flow sensor cable installed within it based on the corresponding controller assembly. ImperialTechnical Services shall make the final connections from the flow sensor to the controller assemblies. Mainline shown in hardscape areas is diagrammatic. Mainlines are intended to be installed within the shrub areas only. Anymainline, lateral, or control wires that run under hardscape areas shall be installed in SCH. 40 PVC sleeves which shall besized a minimum of twice the diameter of the actual pipe diameter. Refer to irrigation details for installation and depths ofsleeving. POCNOTE IRRIGATION CONSTRUCTION NOTES 1 1 1/4"80 The 120 volt power supply connection to the irrigation controller assembly shall be the responsibility of the irrigationcontractor. Refer to electrical plans for additional information. Final location of the irrigation controller assembly shall beapproved by the owner's authorized representative prior to installation. All sprinkler heads shall be field adjusted to preventover spray onto the irrigation controller assembly enclosure. The system is designed for the operation of one valve at a time per controller. The system has been designed for one valveopening and one valve closing. The controller shall be located as shown on the drawings or as directed by the owner's authorized representative. Contractor to determine best way to provide internet connectivity for controller in prioritized order per site conditions. Ethernetcable, WIFI, cellular. Components in controller to provide internet connectivity will vary. CONTROLLERNOTE TYPE: MANUFACTURER: ASSEMBLED BY: CONTROLLER IDENTIFICATION CONTROLLER PART NUMBER INTERNET REQUIRED: FLOW SENSOR CABLE:Install flow sensor cable in a 1 1/2" U.L. PVC SCH. 40 gray conduit. CONTROLLER INFORMATION 2 WEATHERTRAK HYDRO POINT OPTIFLOW XR CONTRACTOR C WTOXR-C-72-STW YES YES PRESSURE LOSS CALCULATION AVOID CUTTING UNDERGROUNDUTILITY LINES. IT'S COSTLY.Call DigAlert.org OR CALL BEFORE YOUR D GGenerated: 2025-02-10 14:40 P.O.C. NUMBER: 01Water Source Information: FLOW AVAILABLEWater Meter Size: 1-1/2"Flow Available 70.55 GPM PRESSURE AVAILABLEStatic Pressure at POC: 80 PSIElevation Change: 5.00 ftService Line Size: 2"Length of Service Line:20 ftPressure Available: 77 PSI DESIGN ANALYSISMaximum Station Flow:15.98 GPMFlow Available at POC:70.55 GPMResidual Flow Available: 54.57 GPM Critical Station: 6 Design Pressure: 30 PSI Friction Loss: 0.04 PSI Fittings Loss: 0 PSI Elevation Loss: 0 PSI Loss through Valve: 18.0 PSIPressure Req. at Critical Station: 48.0 PSILoss for Fittings: 0 PSILoss for Main Line: 1.21 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow: 10.9 PSILoss for Master Valve: 0.45 PSILoss for Water Meter: 0.52 PSICritical Station Pressure at POC: 61.0 PSIPressure Available:77 PSIResidual Pressure Available: 16.0 PSI I HAVE COMPLIED WITH CRITERIA OR THE WATER EFFICIENT LANDSCAPE ORDINANCEAND DESIGN STANDARDS AND HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATERIN THE LANDSCAPE DESIGN PLAN. SIGNATURE DATE 02/10/2025 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER MP CORNER PROS-04-PRS40-CVTURF ROTATOR, 4IN. POP-UP WITH FACTORY INSTALLED CHECKVALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE.T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. 2 40 HUNTER MP1000 PROS-04-PRS40-CV-FTURF ROTATOR, 4IN. POP-UP WITH CHECK VALVE, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC. 16 40 HUNTER MP2000 PROS-04-PRS40-CVTURF ROTATOR, 4IN. POP-UP WITH FACTORY INSTALLED CHECKVALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLEON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC210-270, R=RED 360 ARC. 140 HUNTER MP3000 PROS-04-PRS40-CVTURF ROTATOR, 4IN. POP-UP WITH FACTORY INSTALLED CHECKVALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLEON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC210-270, A=GRAY 360 ARC. 340 HUNTER MP800SR PROS-04-PRS40-CVTURF ROTATOR, 4IN. POP-UP WITH CHECK VALVE, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN ANDGRAY (ARC 360) 1 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD (POTABLE) DRIP VALVE XCZ-100-PRB-COM1" REMOTE CONTROL VALVE KIT WITH PRESSURE REGULATINGBASKET FILTER. INSTALL IN RECTANGLE CARSON VALVE BOXPER DETAIL. 10 PIPE TRANSITION POINT IN DRIP BOXPIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBINGWITH RISER IN 6IN. DRIP BOX. 2 NETAFIM MANUAL FLUSH VALVETLSOVNETAFIM TLSOV- 1/2" MANUAL FLUSH VALVE, BARBED INSERT.INSTALL IN 10" BOX, WITH ADEQUATE BLANK OR "COBRA" TUBINGTO EXTEND VALVE OUT OF VALVE BOX. 9 NETAFIM DRIP CONNECTOR 36 TREE DRIP RINGINSTALL PER DETAIL 36 AREA TO RECEIVE DRIPLINERAIN BIRD XFS-CV-06-12XFS-CV SUB-SURFACE AND ON-SURFACE LANDSCAPE DRIPLINEWITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITHEMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XFINSERT FITTINGS. 4,639 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD (POTABLE) CONTROL VALVE EFB-CP-PRS-DBRASS REMOTE CONTROL VALVE, SIZE PER DETAIL. INSTALL INRECTANGLE VALVE BOX PER DETAIL. 2 SUPERIOR B402 HOSE BIBBENT NOSE GARDEN VALVE. 3/4IN. X 1IN. FEMALE NPT HOSEBIBB, RED BRASS.STAKE ABOVE GRADE WITH REBAR. 2 NIBCO GATE VALVE T-113CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEELHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SIZE RANGE - 1/4" - 3" 3 BUCKNER-SUPERIOR (POTABLE) MASTER VALVE 3300NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTYWATER PROTECTION AND NO MINIMUM FLOW FEATURE, WHICHENSURES RELIABLE OPENING AND CLOSING OF THE VALVE INEXTREME HIGH OR LOW FLOW SCENARIOS. AVAILABLE IN 1-1/2",2", 2-1/2" AND 3". 1 FEBCO 825YA BACKFLOW PREVENTER 1"REDUCED PRESSURE BACKFLOW PREVENTER IN STAINLESSSTEEL ENCLOSURE 1 HYDRO POINT WTOXR-C-72-STW14-GAUGE STAINLESS STEEL, NEMA 3R RATED TOP ENTRYENCLOSURE W/ KEY LOCK ENTRY. AVAILABLE IN 72 AND 96STATION COUNTS. 1 CREATIVE SENSOR TECHNOLOGY FLOW SENSOR FSI-B15-0011.5" (60MM) BRASS TEE TYPE FLOW SENSOR W/FIPT THREADS,BRONZE ALLOY MOUNTING TEE AND ULTRA LIGHTWEIGHTIMPELLER ENHANCES LOW FLOW MEASUREMENT. FLOW RANGE3-90 GPM. 1 RAINBIRD RAIN SENSOR RSD-BEXVERIFY LOCATION IN FIELD.1 WATER METER 1-1/2" 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,054 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 253.9 LF PIPE SLEEVE: PVC SCHEDULE 40 58.9 LF CORNER 1000 2000 3000 800 A 800 F HB MV BF C FS R M Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE 35 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER MP CORNER PROS-04-PRS40-CVTURF ROTATOR, 4IN. POP-UP WITH FACTORY INSTALLED CHECKVALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE.T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY. 2 40 HUNTER MP1000 PROS-04-PRS40-CV-FTURF ROTATOR, 4IN. POP-UP WITH CHECK VALVE, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC. 16 40 HUNTER MP2000 PROS-04-PRS40-CVTURF ROTATOR, 4IN. POP-UP WITH FACTORY INSTALLED CHECKVALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLEON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC210-270, R=RED 360 ARC. 140 HUNTER MP3000 PROS-04-PRS40-CVTURF ROTATOR, 4IN. POP-UP WITH FACTORY INSTALLED CHECKVALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLEON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC210-270, A=GRAY 360 ARC. 340 HUNTER MP800SR PROS-04-PRS40-CVTURF ROTATOR, 4IN. POP-UP WITH CHECK VALVE, PRESSUREREGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN ANDGRAY (ARC 360) 1 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD (POTABLE) DRIP VALVE XCZ-100-PRB-COM1" REMOTE CONTROL VALVE KIT WITH PRESSURE REGULATINGBASKET FILTER. INSTALL IN RECTANGLE CARSON VALVE BOXPER DETAIL. 10 PIPE TRANSITION POINT IN DRIP BOXPIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBINGWITH RISER IN 6IN. DRIP BOX. 2 NETAFIM MANUAL FLUSH VALVETLSOVNETAFIM TLSOV- 1/2" MANUAL FLUSH VALVE, BARBED INSERT.INSTALL IN 10" BOX, WITH ADEQUATE BLANK OR "COBRA" TUBINGTO EXTEND VALVE OUT OF VALVE BOX. 9 NETAFIM DRIP CONNECTOR 36 TREE DRIP RINGINSTALL PER DETAIL 36 AREA TO RECEIVE DRIPLINERAIN BIRD XFS-CV-06-12XFS-CV SUB-SURFACE AND ON-SURFACE LANDSCAPE DRIPLINEWITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITHEMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XFINSERT FITTINGS. 4,639 LF CORNER 1000 2000 3000 800 A 800 F IRRIGATION SCHEDULE MBFFSMVHB CR 15.47 1" 21.76 1" 34.8 1" 5 2.421" 6 16.01" 7 7.96 1" 8 14.9 1" 10 0.92 1" 4 2.2 1" 1" 1" HB 1" 114" 114"114" 1"114"114" 117.13 1" 127.29 1" 9 3.2 1" 1 1 1 2 2 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD (POTABLE) CONTROL VALVE EFB-CP-PRS-DBRASS REMOTE CONTROL VALVE, SIZE PER DETAIL. INSTALL INRECTANGLE VALVE BOX PER DETAIL. 2 SUPERIOR B402 HOSE BIBBENT NOSE GARDEN VALVE. 3/4IN. X 1IN. FEMALE NPT HOSEBIBB, RED BRASS.STAKE ABOVE GRADE WITH REBAR. 2 NIBCO GATE VALVE T-113CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEELHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SIZE RANGE - 1/4" - 3" 3 BUCKNER-SUPERIOR (POTABLE) MASTER VALVE 3300NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTYWATER PROTECTION AND NO MINIMUM FLOW FEATURE, WHICHENSURES RELIABLE OPENING AND CLOSING OF THE VALVE INEXTREME HIGH OR LOW FLOW SCENARIOS. AVAILABLE IN 1-1/2",2", 2-1/2" AND 3". 1 FEBCO 825YA BACKFLOW PREVENTER 1"REDUCED PRESSURE BACKFLOW PREVENTER IN STAINLESSSTEEL ENCLOSURE 1 HYDRO POINT WTOXR-C-72-STW14-GAUGE STAINLESS STEEL, NEMA 3R RATED TOP ENTRYENCLOSURE W/ KEY LOCK ENTRY. AVAILABLE IN 72 AND 96STATION COUNTS. 1 CREATIVE SENSOR TECHNOLOGY FLOW SENSOR FSI-B15-0011.5" (60MM) BRASS TEE TYPE FLOW SENSOR W/FIPT THREADS,BRONZE ALLOY MOUNTING TEE AND ULTRA LIGHTWEIGHTIMPELLER ENHANCES LOW FLOW MEASUREMENT. FLOW RANGE3-90 GPM. 1 RAINBIRD RAIN SENSOR RSD-BEXVERIFY LOCATION IN FIELD.1 WATER METER 1-1/2" 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,054 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 253.9 LF PIPE SLEEVE: PVC SCHEDULE 40 58.9 LF HB MV BF C FS R M Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE 0 24 8 16 Feet Scale: 1/8" = 1'-0" Irrigation Plan L2.01 These drawings are instruments of service. EPTDESIGNshall retain all copyrights, statutory and common lawright with regard to these drawings and the designscontained therein in all formats, including printed anddigitized. These drawings are not to be altered in anyway, nor assigned to a third party without first obtainingwritten permission and consent from EPTDESIGN.Pla n C o n t r o l : C o n s t r u c t i o n D o c s . DateBy Job NumberDesign Staff Project Manager Principal Client Apr 18, 2025 - 1:23PM J:\E24-000\E24-035 Alvarado Residence\CAD\Sheets\CD\_City Submittal\CITY L2.01 Irrigation Plan.dwg Michael & Julie Alvarado 127 Shorecliff RoadCorona Del Mar, California E24-035SH NE AW 1s t C i t y S u b . X X M o n t h 2 0 1 6 127 Shorecliff Road Corona Del Mar, California Alvarado Residence Revisions Plan Check Number: 00000000-PARK RE GRE S E IST RA Signature10/31/25Expiration Date DANDL EPCSA E TC A C ITH INTATRCDateOFEOIFAL NORDERIKSSON No. 2858 City Submittal AW 01/23/25 City Submittal AW 04/04/25 City Submittal AW 04/18/25 RESIDENCE GARAGEFAMILY ROOM PROPERTY LINE PROP E R T Y L I N E PR O P E R T Y L I N E SH O R E C L I F F R O A D (CONTINUED) CONTRACTOR TOESTABLISH IRRIGATIONSPECIFIC POINT OFCONNECTION 1. All irrigation equipment, piping and valve locations, etc. shown within paved areas are for design clarification and shall only be installed inplanting areas (typical). 2. Locations of automatic controller, basket strainer assembly, and flow sensor are approximate. Owner's representative shall determinefinal and precise positioning of above grade installation of irrigation equipment. Contractor to stake out all above grade irrigationequipment locations for review by owner's representative. Owner approval to be obtained prior to installation. Contractor shall provideminor adjustments of above grade irrigation equipment locations at no additional cost to the owner. If owner approval is not receivedprior to beginning installation, the irrigation contractor shall assume full responsibility for all revisions to the equipment locations asdeemed necessary by owner's representative and all costs associated with those revisions. 3. Locations of remote control valves and gate valves are approximate. Owner's representative shall determine final and precise positioningof above grade installation of remote control valves and gate valves. Contractor to stake out all remote control valve and gate valvelocations for review by owner's representative. Owner approval to be obtained prior to installation. See irrigation details for additionalinstallation information. Contractor shall provide minor adjustments of remote control valve and gate valve locations at no additional costto the owner. If owner approval is not received prior to beginning installation, the irrigation contractor shall assume full responsibility forall revisions to the remote control valve and gate valve locations as deemed necessary by owner's representative and all costsassociated with those revisions. EQUIPMENT LOCATION NOTE PIPE SIZE SLEEVE SIZE IRRIGATION SLEEVE SIZING CHART 3"2-1/2"2"1-1/2"1-1/41"3/4" 3" 3" 3" 4" 4" 4" 6" SLEEVE SIZE WIRES IN SLEEVE CONTROL WIRE CONDUIT SIZING CHART 3" 25-40 4" 41-48 2-1/2" 17-24 2" MIN. 0-16 1. Sleeves are required for all irrigation pipe and control wire conduit under paving(typical). Refer to Irrigation Sleeve Sizes and Control Wire Conduit Charts forappropriate sleeve and conduit sizing. 2. For drawing clarity, not all irrigation sleeves are sized but shall be installed andincluded as part of the contractor's bid. Also, for drawing clarity, not all conduits andirrigation sleeves are shown. Contractor is responsible for installation for sleevesand conduits of appropriate size under all paved areas as well as all sleeve pipesand conduits that are shown on the drawings. 3. The irrigation contractor shall be responsible for familiarizing themselves with alldifferences in grade, location of seatwalls, location of retaining walls, etc. Thecontractor shall be responsible for coordinating all irrigation work with the generalcontractor, electrical contractor, and all other subcontractors for the location and theinstallation of irrigation related sleeves through walls, structures, under roadways,paving, etc. IRRIGATION SLEEVE AND CONDUIT NOTES EXCAVATING FOR IRRIGATION AT TREES 1. EXCAVATION WITHIN DRIPLINES SHALL BE DONE ONLY WHERE ABSOLUTELY NECESSARY. 2. WHEN TRENCHING FOR MAINLINE IRRIGATION IS REQUIRED WITHIN DRIPLINES, TUNNELING UNDER AND AROUND ROOTSOR BRIDGING OVER THEM IS PREFERRED OVER ROOT SEVERANCE. MAIN BUTTRESS, OR SUPPORTIVE ROOTS, SHALL NOTBE CUT. SMALLER ROOTS THAT INTERFERE WITH INSTALLATION OF NEW WORK MAY BE CUT WITH PRIOR APPROVAL OFTHE ARBORIST OF RECORD OR AUTHORIZED REPRESENTATIVE. 3. WHERE EXCAVATION FOR LATERAL LINE IRRIGATION IS REQUIRED WITHIN DRIPLINES OF TREES, HAND EXCAVATIONSHALL BE EMPLOYED TO MINIMIZE DAMAGE TO ROOT SYSTEMS. IF LARGE, MAIN LATERAL ROOTS ARE ENCOUNTERED,THEY SHALL BE EXPOSED BEYOND THE EXCAVATION LIMITS AS REQUIRED TO BEND AND RELOCATE THEM WITHOUTBREAKING. ANY ROOTS 2-INCHES OR LARGER WHICH MIGHT BE SEVERED WILL BE CLEANLY CUT BEHIND TORN ENDS TOENHANCE THE EFFICIENT NATURAL "COMPARTMENTALIZATION" OF THE DAMAGE BY THE ROOTS. THERE IS NO NEED TOAPPLY ANY TYPE OF "PRUNING SEAL" COMPOUND WHEN ROOTS ARE CLEANLY CUT, SINCE THE ROOT WILL FORM ITS OWNINTERNAL BARRIERS TO DECAY. 4. EXPOSED ROOTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE PERMANENT BACKFILL IS PLACED. TEMPORARY EARTHCOVER SHALL BE PROVIDED, OR ROOTS SHALL BE PACKED WITH WET PEAT MOSS OR FOUR LAYERS OF WET, UNTREATEDBURLAP, AND TEMPORARILY SUPPORTED AND PROTECTED FROM DAMAGE UNTIL PERMANENTLY COVERED WITHBACKFILL. THE COVER OVER THE ROOTS SHALL BE WETTED TO THE POINT OF RUNOFF DAILY. AVOID CUTTING UNDERGROUNDUTILITY LINES. IT'S COSTLY.Call DigAlert.org OR CALL BEFORE YOUR D G The irrigation design presented in these documents is intended to be diagrammatic. Allirrigation equipment, piping and valve locations, etc. shown within paved areas are fordesign clarification and shall only be installed in planting areas. Irrigation Contractor shallinstall all remote control valves, quick couplers, and gate valves, in shrub planting areasor as approved by owner's representative & the landscape irrigation designer. Avoid anyconflicts between the sprinkler system, planting and architectural features. NOTE 36 0 24 8 16 Feet Scale: 1/8" = 1'-0" Hydrozone Plan L2.50 These drawings are instruments of service. EPTDESIGNshall retain all copyrights, statutory and common lawright with regard to these drawings and the designscontained therein in all formats, including printed anddigitized. These drawings are not to be altered in anyway, nor assigned to a third party without first obtainingwritten permission and consent from EPTDESIGN.Pla n C o n t r o l : C o n s t r u c t i o n D o c s . DateBy Job NumberDesign Staff Project Manager Principal Client Apr 18, 2025 - 1:19PM J:\E24-000\E24-035 Alvarado Residence\CAD\Sheets\CD\_City Submittal\CITY L2.50 Hydrozone Plan.dwg Michael & Julie Alvarado 127 Shorecliff RoadCorona Del Mar, California E24-035SH NE AW 1s t C i t y S u b . X X M o n t h 2 0 1 6 127 Shorecliff Road Corona Del Mar, California Alvarado Residence Revisions Plan Check Number: 00000000-PARK RE GRE S E IST RA Signature10/31/25Expiration Date DANDL EPCSA E TC A C ITH INTATRCDateOFEOIFAL NORDERIKSSON No. 2858 City Submittal AW 01/23/25 City Submittal AW 04/04/25 City Submittal AW 04/18/25 RESIDENCE GARAGEFAMILY ROOM PROPERTY LINE PROP E R T Y L I N E PR O P E R T Y L I N E SH O R E C L I F F R O A D M M M M MMM M M L L L L L L L L L L L L L L L M M M H H LABEL HYDROZONE SHRUB HYDROZONE LEGEND HIGHMODERATELOW HYDROZONE SHOWN ON THIS PLAN ARE DETERMINED BY WATER USEREQUIREMENTS OF THE PLANTS IN THE PLANTING PLAN. HYDROZONE NOTE HML SYMBOL HYDROZONE TREE HYDROZONE LEGEND MODERATE SYMBOL THE IRRIGATION SYSTEM SHOWN ON THESE PLANS HAS BEEN PREPARED INCOMPLIANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF WATERRESOURCES' MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). IRRIGATION DESIGN COMPLIANCE NOTE PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDEDPRESSURE OF THE SPECIFIED IRRIGATION DEVICES. CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINS COULDOCCUR. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FORSUBSEQUENT MANAGEMENT PURPOSES. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THELANDSCAPE DESIGN PLANS. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE LANDSCAPE PLANS,THE SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETEDPRIOR TO FINAL INSPECTION APPROVAL. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH ACERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE OF LANDSCAPE AND IRRIGATIONMAINTENANCE. IRRIGATION NOTES 1. 2. 3. 4. 5. 6. 7. 8. L L L L M L 37 1 1 1 2 2 10'-0" STORMDRAIN EASEMENT 0 24 8 16 Feet Scale: 1/8" = 1'-0" Planting Plan L3.01 These drawings are instruments of service. EPTDESIGNshall retain all copyrights, statutory and common lawright with regard to these drawings and the designscontained therein in all formats, including printed anddigitized. These drawings are not to be altered in anyway, nor assigned to a third party without first obtainingwritten permission and consent from EPTDESIGN.Pla n C o n t r o l : C o n s t r u c t i o n D o c s . DateBy Job NumberDesign Staff Project Manager Principal Client Apr 18, 2025 - 10:57AMJ:\E24-000\E24-035 Alvarado Residence\CAD\Sheets\CD\_City Submittal\CITY L3.01 Planting Plan.dwg Michael & Julie Alvarado 127 Shorecliff RoadCorona Del Mar, California E24-035SH NE AW 1s t C i t y S u b . X X M o n t h 2 0 1 6 127 Shorecliff Road Corona Del Mar, California Alvarado Residence Revisions Plan Check Number: 00000000-PARK RE GRE S E IST RA Signature10/31/25Expiration Date DANDL EPCSA E TC A C ITH INTATRCDateOFEOIFAL NORDERIKSSON No. 2858 City Submittal AW 01/23/25 City Submittal AW 04/04/25 City Submittal AW 04/18/25 RESIDENCE GARAGEFAMILY ROOM PROPERTY LINE PROPE R T Y L I N E PR O P E R T Y L I N E NAMESYMBOL CAMELLIA SASANQUA 'SETSUGEKKA'SETSUGEKKA CAMELLIATO BE MAINTAINED AT 4' DIAMETER NAMESYMBOL PLANTING LEGEND: Trees ACER PALMATUM 'SEIRYU'SEIRYU JAPANESE MAPLE PLANTING LEGEND: Shrubs LAGERSTROEMIA 'TUSCARORA'TUSCARORA CRAPE MYRTLE CAMELLIA SASANQUA 'SETSUGEKKA'SETSUGEKKA CAMELLIACAREX DIVULSABERKELEY SEDGECONVOLVULUS SABATIUSGROUND MORNING GLORY FICUS MICROCARPA 'NITIDA'INDIAN LAUREL FIGHEDGE TO BE MAINTAINED AT 5'-6' TALL HYDRANGEA MACROCARPAMOPHEAD HYDRANGEALAVANDULA ANGUSTIFOLIA 'MUNSTEAD'MUNSTEAD LAVENDERPITTOSPORUM TENUIFOLIUM 'GOLF BALL'GOLF BALL PITTOSPORUMPITTOSPORUM TOBIRA 'WHEELER'S DWARF'DWARF MOCK ORANGERHAPHIOLEPIS INDICA 'BALLERINA'BALLERINA INDIAN HAWTHORNROSA FLORIBUNDA 'ICEBERG'FLORIBUNDA ROSESALVIA LEUCANTHA 'SANTA BARBARA'SANTA BARBARA MEXICAN BUSH SAGE STEPHANOTIS FLORIBUNDAMADAGASCAR JASMINE 48"BOX 1 DETAIL X / L3.51 WATERREQ.*QTY MOD 48"BOX 36" BOX DETAILQTY 15 GAL 1 GAL 2 4 X / L3.51MOD MOD LOW 6 347 X / L3.51 WATERREQ.* X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 X / L3.51 8-10' T+W MATURE SIZE(TALL X WIDE) 10-15'T X 6-8'W LOW MOD MOD LOW MOD MOD MOD LOW LOW FICUS REPENSCLIMBING FIG X / L3.51MOD LOW 145 36 3 1 161 9 61 62 12 37 2 MAGNOLIA GRANDIFLORA 'MONLIA'MAGESTIC BEAUTY MAGNOLIA MAGNOLIA GRANDIFLORA 'MONLIA'MAGESTIC BEAUTY MAGNOLIA MOD 160"BOX 48"BOX 3 X / L3.51 X / L3.51 8-10' T+W 1-2' T+W CONTAINERSIZE MATURE SIZE(TALL X WIDE)CONTAINERSIZE 1 GAL 36" BOX 5 GAL 5 GAL 1 GAL 5 GAL 5 GAL 5 GAL 15 GAL 5 GAL 15 GAL 1-2'T X 3'W 10-30'T X 3-5'W 30-40' T 4-8' T+W 12-18" T+W 3-4' T+W 1-2' T X 3'W 2-3'T X 3-4'W 4'T X 3'W 2 12'T X 3-4'W 15-30' T 15'T+W 30-45'T X 25'W 60'T X 20-40'W MOD MOD PLANTING LEGEND: Groundcover NAMESYMBOL DETAILQTY 2,368SQ FT 256 LF WATERREQ.* *WATER REQUIREMENT PLANT FACTOR IS BASED ON WUCOLS DATABASE AND CAN BE FOUND ONLINE AT:http://ucanr.eduedu/sites/WUCOLS/ X / L3.51 X / L3.51 SOD - MATURE SIZE(TALL X WIDE)CONTAINERSIZE UC VERDE BUFFALO GRASS LOW ---ALUMINUM HEADER 1 2 TRACHELOSPERMUM JASMINOIDESSTAR JASMINE X / L3.51MOD115 GAL 15-30' T 3/8" DEL RIO GRAVEL 1,629SQ FT X / L3.51--- SECOND FLOOR BALCONY SHORE CLIFF LANDSCAPE GENERAL NOTES: x ALL TREES WITHIN THE PROPERTY INCLUDING NEW/PROPOSED ANDEXISTING TO REMAIN, ARE TO BE MAINTAINED (TRIMMED, PRUNED,LACED, ETC.) AT A HEIGHT SO AS NOT TO UNREASONABLY DETRACTOR IMPEDE ANY NEIGHBORING OCEAN VIEWS. SHOULD THEMAINTAINING OF THE TREE HEIGHTS (AS DESCRIBED HEREIN) NOTBE FEASIBLE, THE TREES IMPACTING THE NEIGHBORING OCEANVIEWS MAY BE REQUIRED TO BE REMOVED. x ALL HEDGES MUST BE PLANTED AND MAINTAINED AT HEIGHTS ASREQUIRED PER THE CC&RS AS FOLLOWS; (A) FRONT SETBACK 3'-0”ABOVE EXISTING ADJACENT GRADE AND (B) SIDE AND REAR YARDSBEHIND THE FRONT YARD SETBACK 5’-6” ABOVE EXISTINGADJACENT GRADE. NOTE THAT LOWER HEDGE HEIGHTS MAY BEREQUIRED DUE TO UNREASONABLY IMPEDING OR DETRACTINGFROM NEIGHBORING VIEWS. SH O R E C L I F F R O A D STORM DRAIN EASEMENT STO R M D R A I N E A S E M E N T STORM D R A I N E A S E M E N T STOR M D R A I N E A S E M E N T 38 LOT 116 LOT 114 LOT 115 TRACT NO. 1116 M.M. 36/19-20 LOT 113LOT 112 CL CL BASIS OF BEARINGS BENCHMARK INFORMATION BENCHMARK NO: T-167-R54 DESCRIBED BY OCS 2003 - FOUND 3 3\4" USCGS BRONZED DISK STAMPED"T167 RESET 1954", SET IN THE TOP OF A CONCRETE POST. MONUMENT ISLOCATED IN THE NORTHWESTERLY CORNER OF THE INTERSECTION OFSEAWARD ROAD AND PACIFIC COAST HIGHWAY, 42.7 FT. NORTHEASTERLYOF THE CENTERLINE OF PCH AND 229.7 FT. NORTHERLY OF THE CENTERLINEOF SEAWARD ROAD. MONUMENT IS SET 0.1 FT. BELOW THE SIDEWALK ANDHAS A STEEL ACCESS COVER. ELEVATION: 89.105 FEET (NAVD88), YEAR LEVELED 2011 VICINITY MAP GRAPHIC SCALE LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OFORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 115 OF TRACT NO. 1116, IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDEDIN BOOK 36, PAGES 19 AND 20 OF MISCELLANEOUS MAPS, IN THEOFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PAUL D. CRAFT, P.L.S. 8516 DATE NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED. LICENSE RENEWAL DATE 12/31/24 PAUL DOMINICK CRAFTPROFESSIONALLANDSURVEYOR TITLE REPORT/EASEMENT NOTES  NO TITLE REPORT PROVIDED. BRICK SURFACE                                                                      LEGEND EXISTING ELEVATION( ) AC ASPHALT PAVEMENT TBM BLOCK WALL LC CENTERLINE GM GAS METER FSFL FINISHED SURFACEFLOWLINE VIL L A P A R K , C A L I F O R N I A 9 2 8 6 1 PH O N E : ( 7 1 4 ) 4 8 8 - 5 0 0 6 A P E X L S I N C @ G M A I L . C O M SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. SURVEYOR'S NOTES FF FINISH FLOOR NG NATURAL GROUND TOP OF CURBTC SEARCHED, FOUND NOTHING; SETNOTHING THE BEARINGS SHOWN HEREON ARE BASED ON A CALC'D CHORDBEARING, BEING N83°41'23"W PER RS2017-1127, R.S.B. 302/48-50,RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BX BOTTOM OF CURB X EMH ELECTRICAL MANHOLE EPB ELECTRICAL PULL BOX EG EDGE OF GUTTER STREET LIGHT PULL BOXSLPB STORM DRAIN MANHOLESDMH WATER METERWMWROUGHT IRON FENCEWIF WROUGHT IRON FENCE (WIF) TEMPORARY BENCHMARK SET ONA STORM DRAIN MANHOLE (SDMH)ELEVATION = 73.73 FEET FOUND MONUMENT AS NOTED CONCRETE SURFACE GRASS SURFACE WOODEN FENCE (WDF) PA PLANTER AREA STREET LIGHTSL TOP OF GRATETG TELEPHONE MANHOLETMH TOP OF STEPTS TOP OF WALLTWTOP OF WALL STEPTWSTOP OF CURB XTX 4/4/25 39 From: Jim Mosher <jimmosher@yahoo.com> Sent: June 25, 2025 9:19 AM To: CDD Subject: Comment on ZA Item 2 (6/26/2025 meeting) With regard to Item 2 (Alvarado Residence Coastal Development Permit, PA2025-0034) on tomorrow's Zoning Administrator agenda: While the path on the east side of the property to the nearby coastal viewing point, and the viewing point itself, appear to be entirely on private property, the gate restricting access to it appears to be partially on the subject lot. It would be helpful to provide some evidence of whether the gate restricting public access to the pathway to the viewing point was added before or after voter approval of the California Coastal Zone Conservation Act of 1972 (Proposition 20) and the subsequent enactment of the Coastal Act in 1976. If the restriction began after, the gate could well be unpermitted development that might need to be removed. -- Jim Mosher Zoning Administrator - June 26, 2025 Item No. 2a - Additional Materials Received Alvarado Residence Coastal Development Permit (PA2025-0034)