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Home My WebLink About05__Davis Residence_PA2017-085CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Davis Residence (PA2017-085) SITE LOCATION: 88 Linda Isle Coastal Development Permit No. CD2017-035 APPLICANT: Randy Davis OWNER: Randy Davis PLANNER: Benjamin M. Zdeba, AICP, Associate Planner 949-644-3253, bzdeba@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT December 14, 2017 Agenda Item No. 5 • General Plan: Single -Unit Residential Detached (RS -D) • Zoning District : Single -Unit Residential (R-1) • Coastal Land Use Category: Single -Unit Residential Detached - (6.0 - 9.9 DU/AC) (RSD -B) • Coastal Zoning District: Single -Unit Residential (R-1) PROJECT SUMMARY A request for a coastal development permit for the demolition of an existing single-family residence and attached garage, and the construction of a new 7,445 -square -foot two- story, single-family residence with an attached 774 -square -foot garage. The development also includes hardscape, drainage, and landscaping all located within the confines of the private property. The proposed residence complies with all applicable development standards including height, setbacks, floor area limits, and no deviations are requested. The existing bulkhead will not be altered as part of this project. All improvements are shown on the attached project plans (Attachment No. ZA 3). 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), because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2017-035 (Attachment No. ZA 1). oami2on 1 Davis Residence Zoning Administrator, December 14, 2017 Page 2 DISCUSSION Land Use and Development Standards • The subject property is located in the R-1 Coastal Zoning District, which provides for single -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan and Zoning Code. A Coastal Development Permit is required and the property is not eligible for a Waiver for De Minimis Development because the property is located in the Appeal Area. The property currently consists of one legal lot developed with a single-family residence. The neighborhood is predominantly developed with two- and three- story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development consistent with applicable development standards. The proposed single-family 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. Hazards The development fronts the Newport Bay and is a private bayfront parcel. The project site is protected by an existing bulkhead with the top of the bulkhead at elevation 9.20 feet (NAVD88). A Coastal Hazard and Sea Level Rise Analysis was prepared by GeoSoils, Inc., dated November 24, 2017, for the project. The existing bulkhead is in good condition and is not in need of any maintenance or repair at this time. The bay water elevation (currently maximum 7.2 NAVD88) will exceed the top of the bulkhead elevation when sea level rise is greater than 1.8 feet, which would occur approximately 75 years from now based on the minimum estimates for sea level rise provided by the National Research Council 2012 SLR estimates. TmpIC 10/10/17 Table 1 — Development Standards Development Standard Standard Proposed Setbacks (min.) Front 10 feet water 10 feet water Sides 4 feet 4 feet Second Front 25 feet street 25 feet street Allowable Floor Area 11,424 square feet 8,219 square feet Allowable 3rd Floor Area 856.8 square feet None Open Volume Area 856.8 square feet 914 square feet Parkin 3 -car garage 3 -car garage Height 24 feet flat roof 29 feet sloped roof 28 feet, 7 inches to highest ridge, no flat roofs Hazards The development fronts the Newport Bay and is a private bayfront parcel. The project site is protected by an existing bulkhead with the top of the bulkhead at elevation 9.20 feet (NAVD88). A Coastal Hazard and Sea Level Rise Analysis was prepared by GeoSoils, Inc., dated November 24, 2017, for the project. The existing bulkhead is in good condition and is not in need of any maintenance or repair at this time. The bay water elevation (currently maximum 7.2 NAVD88) will exceed the top of the bulkhead elevation when sea level rise is greater than 1.8 feet, which would occur approximately 75 years from now based on the minimum estimates for sea level rise provided by the National Research Council 2012 SLR estimates. TmpIC 10/10/17 Davis Residence Zoning Administrator, December 14, 2017 Page 3 Therefore, the project will be protected for the 75 -year life of the proposed improvements. • The finished floor elevation of the proposed dwelling is 10.00 feet (NAVD 88), which complies with the minimum 9.0 -foot (NAVD88) elevation standard. Future waterproofing could be constructed around the perimeter of the dwelling that would protect against flooding up to an elevation of 12.00 feet (NAVD88). Flood shields would be deployed across the openings to prevent flooding to the structure. The Coastal Hazard Report concludes that the bay water elevation (currently 7.2 NAVD88) will not exceed the proposed finished floor elevation (10.00 feet) beyond the year 2100 using the minimum estimates for sea level rise from the National Research Council 2012 SLR estimates. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property ownerwill be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality Project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. • Pursuant to Municipal Code 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 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. The WQHP has been reviewed and approved by the City's Engineer Geologist. The WQHP includes a polluted runoff and Tmpl[: 10/10/17 3 Davis Residence Zoning Administrator, December 14, 2017 Page 4 hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. Public Access Linda Isle is a private, 107 -lot single-family community created in 1933, and developed in the 1960s. A gated bridge connects the island to the mainland at Bayside Drive. As the project site is not located between the nearest public road and the sea or shoreline, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. The closest Public Viewpoint is located near Bayside Drive and Harbor Island Drive, approximately 1,500 feet from the property. The proposed residence is located near Coast Highway and Bayside Drive, which are both Coastal View Roads, as designated in the Coastal Land Use Plan. Due to the distance of the proposed development from the public viewpoint and the project's compliance with height, setbacks, the project will not impact coastal views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the construction of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 7,445 -square - foot two-story, single-family residence and attached 774 -square -foot, three -car garage. 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. TmpIC 10/10/17 .y. Davis Residence Zoning Administrator, December 14, 2017 Page 5 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 in accordance with the provisions of Title 21 (Local Coastal 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 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: 14 J -1e7 in. deba, AICP Associate Pfanner JWC/bmz Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Pmplt: 10/10/17 Attachment No. ZA 1 Draft Resolution 08/17/2017 RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-035 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW TWO-STORY SINGLE-FAMILY RESIDENCE AND ATTACHED THREE -CAR GARAGE LOCATED AT 88 LINDA ISLE (PA2017-085) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Randy Davis, with respect to property located at 88 Linda Isle, and legally described as Lot 88 of Tract No. 4003, requesting approval of a coastal development permit. 2. The applicant proposes the demolition of an existing single-family residence and attached garage, and the construction of a new 7,445 -square -foot two-story, single- family residence with an attached 774 -square -foot garage. The development also includes hardscape, drainage, and landscaping all located within the confines of the private property. The proposed residence complies with all applicable development standards including height, setbacks, floor area limits, and no deviations are requested. The existing bulkhead will not be altered as part of this project. 3. The subject property is designated Single -Unit Residential Detached (RS -D) by the General Plan Land Use Element and is located within the Single -Unit Residential (R-1) Zoning District. 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Single -Unit Residential Detached - (6.0 - 9.9 DU/AC) (RSD -B) and it is located within the Single -Unit Residential (R-1) Coastal Zone District. 5. A public hearing was held on December 14, 2017, in the Corona del Mar Conference Room (Bay E-1 st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. 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, Article 19 of 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. 08-15-2017 Zoning Administrator Resolution No. ZA2017-### Paqe 2 of 7 2. Class 3 exempts the construction of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 7,445 -square - foot single-family residence and attached 774 -square -foot, three -car garage. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 11,424 square feet and the proposed floor area is 8,219 square feet. b. The proposed development provides the minimum required setbacks, which are 10 feet along the front property line abutting the Newport Bay, 4 feet along each side property line and 25 feet along the property line abutting the Linda Isle private drive. Portions of the existing residence that currently encroach up to 4 inches into the westerly side setback are proposed to be demolished and the structure modified for setback conformance. The highest ridge is no more than 29 feet from established grade, which complies with the maximum height requirements. The project includes garage parking for a total of three vehicles, complying with the minimum three -car garage parking requirement for single-family residences with more than 4,000 square feet of habitable floor area. 2. The private neighborhood is predominantly developed with two-story single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The development fronts the Newport Bay and is a private bayfront parcel. The project site is protected by an existing bulkhead with the top of the bulkhead at elevation 9.20 feet (NAVD88). A Coastal Hazard and Sea Level Rise Analysis was prepared by GeoSoils, Inc., dated November 24, 2017, for the project. The existing bulkhead is in good condition and is not in need of any maintenance or repair at this time. The bay water 08-15-2017 8 Zoning Administrator Resolution No. ZA2017-### Paqe 3 of 7 elevation (currently maximum 7.2 NAVD88) will exceed the top of the bulkhead elevation when sea level rise is greater than 1.8 feet, which would occur approximately 75 years from now based on the minimum estimates for sea level rise provided by the National Research Council 2012 SLR estimates. Therefore, the project will be protected for the 75 -year life of the proposed improvements. 4. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. 5. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. 6. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 7. Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. To satisfy this requirement, a Water Quality Management Plan (WQMP) has been reviewed and approved by the City's Engineer Geologist. The WQMP includes a polluted runoff and hydrologic site characterization, a sizing standard for best management practices (BMPs), 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 8. Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought -tolerant, and prohibits invasive, species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted 08-15-2017 9 Zoning Administrator Resolution No. ZA2017-### Paqe 4 of 7 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. Fact in Support of Finding: 1. Linda Isle is a private, 107 -lot single-family community created in 1933, and developed in the 1960s. A gated bridge connects the island to the mainland at Bayside Drive. As the project site is not located between the nearest public road and the sea or shoreline, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. 2. The closest Public Viewpoint is located near Bayside Drive and Harbor Island Drive, approximately 1,500 feet from the property. The proposed residence is located near Coast Highway and Bayside Drive, which are both Coastal View Roads, as designated in the Coastal Land Use Plan. Due to the distance of the proposed development from the public viewpoint and the project's compliance with height, setbacks, the project will not impact coastal views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-035, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. 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 in accordance with the provisions of Title 21 Local Coastal 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 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 14TH DAY OF DECEMBER, 2017. Patrick J. Alford, Zoning Administrator 08-15-2017 2� Zoning Administrator Resolution No. ZA2017-### Paqe 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL 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, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices including the repair and maintenance, enhancement, reinforcement, or any other activity affecting the bulkhead, that results in any encroachment seaward of the authorized footprint of the bulkhead or other shoreline protective device. The agreement shall be binding against the property owners and successors and assigns. 3. Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of development. 4. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, wetland or their buffers. 5. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the erosion control plan and conceptual construction pollution prevention plan (CPPP). 6. 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. 7. 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. Stock piles 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. 08-15-2017 22 Zoning Administrator Resolution No. ZA2017-### Paqe 6 of 7 8. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 9. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new Coastal Development Permit. 10. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 11. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Coastal Development Permit. 12. 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 is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 13. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 14. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 15. Prior to issuance of the building permits, the approved CPPP and WQMP shall be submitted with the Building Permit plans. Implementation shall be in compliance with the approved CPPP and WQMP and any changes could require separate review and approval by the Building Division. 16. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 17. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall 08-15-2017 12 Zoning Administrator Resolution No. ZA20174t## Paqe 7 of 7 be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 18. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 19. 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. 20. This Coastal Development Permit No. CD2017-035 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 21. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of Davis Residence including, but not limited to, Coastal Development Permit No. CD2017-035 (PA2017-085). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages, which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 08-15-2017 i3 Attachment No. ZA 2 Vicinity Map 08/17/2017 14 15 Attachment No. ZA 3 Project Plans 08/17/2017 10 NEW SINGLE-FAMILY RESIDENCE for RANDY &SANDY DAVIS 88 LINDA ISLE NEWPORT BEACH, PROJECT DATA ASSESSOR'S PARCEL #: ASSOCIATION: LEGAL DESCRIPTION: ZONING DISTRICT: COASTAL LAND USE: 050-451-12 LINDA ISLE COMMUNITY LOT 88 OF TRACT 4003 LOT AREA: EXISTING HOUSE TO BE DEMOLISHED: EXISTING GARAGE TO BE DEMOLISHED: EXISTING COVERED REAR PATIO TO BE DEMOLISHED: MAXIMUM BUILDABLE AREA: MAXIMUM FLOOR AREA (2X BUILDABLE AREA): PROPOSED NEW FIRST FLOOR AREA: PROPOSED NEW SECOND FLOOR AREA: TOTAL PROPOSED NEW LIVEABLE: PROPOSED NEW GARAGE: OPEN AREA REQUIRED (NBPC 20.48.180.4): OPEN AREA PROVIDED: PROPOSED NEW COVERED FRONT PORCH COVER: PROPOSED NEW COVERED REAR PATIO: PROPOSED NEW COVERED ENTRY PORTICO: TOTAL PROPOSED NEW EXTERIOR COVERED AREA: L 79500 SQ. FT. 65587 SQ. FT. 755 SQ. FT. 316 SQ. FT. 59712 SQ. FT. 119424 SQ. FT. 31569 SQ. FT. 31876 SQ. FT. 7,445 SQ. FT. 774 SQ. FT. 857 SQ. FT. 914 SQ. FT. 44 SQ. FT. 326 SQ. FT. 77 SQ. FT. 447 SQ. FT. CONSTRUCTION: TYPE VB - FULLY-SPRINKLERED (NFPA 13D) GOVERNING CODE: 2016 CALIFORNIA RESIDENTIAL CODE 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 2016 BUILDING ENERGY EFFICIENCY STANDARDS NEWPORT BEACH MUNICIPAL CODE, CHAPTER 15 OCCUPANCY: R-3 @ LIVEABLE U @ GARAGE Al CALIFORNIA LIST OF CONSULTANTS OWNER: RANDY & SANDY DAVIS 104 LINDA ISLE NEWPORT BEACH, CA 92660 (909) 944-48991, EXT. 110 ARCHITECT: SAITO DESIGN GROUP, INC. ARCHITECT: AL SAITO 20803 VALLEY BLVD., SUITE 105 WALNUT, CALIFORNIA 91789 (909) 595-4600 STRUCTURAL ENGINEER: VCA STRUCTURAL STRUCTURAL ENGINEER: MARK VAN GAALE 1845 W. ORANGEWOOD AVE., SUITE 200 ORANGE, CA 92868 (714) 978-9780 TITLE 24 ENERGY: RICK MAURER TITLE 24, INC 7544 SADDLEHILL TRAIL ORANGE, CA 92869 (714) 771-1507 CIVIL ENGINEER: LAND DEVELOPMENT CONSULTANTS, INC CIVIL ENGINEER: HERSEL ZAHAB LAND SURVEYOR: LENNY GUYETT 1520 BROOKHOLLOW DRIVE, SUITE 33 SANTA ANA, CA 92705 (714) 557-7700 SOILS ENGINEER: ZL COAST GEOTECHNICAL, INC 1200 W. COMMONWEALTH AVENUE FULLERTON, CA 92833 (714) 870-1211 REPORT W.O. #529317-01, DATED APRIL 14, 2017 BUILDING DEPT. NOTES 1. 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. CONTACT THE COMMUNITY ASSOCIATIONS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION AUTORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY, AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. COMPLY WITH CITY OF NEWPORT BEACH AMENDMENTS TO 2016 C.E.C. USE RIGID METAL CONDUIT IN ALL AREAS EXPOSED TO WEATHER. USE GROUND WIRE INSIDE ALL FLEXIBLE METAL CONDUITS. METAL CONDUIT SHALL NOT BE INSTALLED IN CONTACT WITH EARTH. VICINITY MAP INDEX OF DRAWINGS Al TITLE SHEET MI MECHANICAL LEGEND, SYMBOLS, EQUIP. SCHEDULE A2 GENERAL NOTES M2 MECHANICAL FIRST FLOOR PLAN A3 GENERAL NOTES M3 MECHANICAL SECOND FLOOR PLAN A4 CITY OF NEWPORT BEACH - RESIDENTIAL M4 MECHANICAL DETAILS CONSTRUCTION MINIMUM REQUIREMENTS M5 MECHANICAL DETAILS A5 SITE PLAN A6 FIRST FLOOR DEMOLITION/EXISTING PLAN El ELECTRICAL SPECIFICATIONS A7 SECOND FLOOR DEMOLITION/EXISTING PLAN E2 ELECTRICAL SYMBOL LIST, DETAILS, & ABBREVIATIONS A8 FIRST FLOOR PLAN E3 ELECTRICAL SINGLE LINE DIAGRAM AND NOTES A9 SECOND FLOOR PLAN E4 ELECTRICAL LOAD PANEL SCHEDULE A10 FIRST FLOOR UTILITY PLAN ti All SECOND FLOOR UTILITY PLAN P1 PLUMBING LEGEND, NOTES & SCHEDULES Al2 ROOF PLAN P2 PLUMBING SITE PLAN A13 SECTIONS P3 PLUMBING GAS PIPING RISER DIAGRAM A14 SECTIONS P4 PLUMBING HOT & COLD WATER PIPING RISER DIAGRAM A15 ELEVATIONS P5 PLUMBING WASTE & VENT PIPING RISER DIAGRAM A16 ELEVATIONS P6 PLUMBING DETAILS A17 ELEVATIONS P7 PLUMBING DETAILS P8 PLUMBING SPECIFICATIONS Dl ARCHITECTURAL DETAILS D2 ARCHITECTURAL DETAILS LCS-01 LANDSCAPE COVER SHEET D3 ARCHITECTURAL DETAILS LC -01 LANDSCAPE CONSTRUCTION PLAN CGA CALGreen NOTES LCD -01 LANDSCAPE CONSTRUCTION DETAILS CG.2 CALGreen NOTES LCD -02 LANDSCAPE CONSTRUCTION DETAILS T-24.1 TITLE 24 ENERGY DOCUMENTATION LCD -03 LANDSCAPE CONSTRUCTION DETAILS T-24.2 TITLE 24 ENERGY DOCUMENTATION LCD -04 LANDSCAPE CONSTRUCTION DETAILS LCN-01 LANDSCAPE CONSTRUCTION NOTES SI FOUNDATION PLAN LI -01 LANDSCAPE IRRIGATION PLAN S2 FLOOR FRAMING PLAN LID -01 LANDSCAPE IRRIGATION DETAILS S3 ROOF FRAMING PLAN LID -02 LANDSCAPE IRRIGATION DETAILS SD -0 STRUCTURAL SPECIFICATIONS LP -01 LANDSCAPE PLANTING PLAN SD -I STRUCTURAL DETAILS LPD -01 LANDSCAPE PLANTING DETAILS SD -la STRUCTURAL DETAILS LPN -01 LANDSCAPE PLANTING PLAN SD -2 STRUCTURAL DETAILS SD -3 STRUCTURAL DETAILS 1 OF 5 GRADING PLAN COVER SHEET SD -4 STRUCTURAL DETAILS 2 OF 5 TOPOGRAPHIC SURVEY SD -5 STRUCTURAL DETAILS 30175 GRADING DEMOLITION PLAN HFX1 HARDY FRAME DETAILS 40175 GRADING & DRAINAGE PLAN HFX2 HARDY FRAME DETAILS 5 OF 5 EROSION & SILTATION CONTROL PLAN PROJECT DESCRIPTION DEMOLITION OF EXISTING, 2 -STORY, SINGLE-FAMILY RESIDENCE & ATTACHED 3 -CAR GARAGE. SQUARE FOOTAGE OF DEMOLISHED STRUCTURES AS INDICATED IN ADJACENT PROJECT DATA. CONSTRUCTION OF NEW 2 -STORY, SINGLE-FAMILY RESIDENCE & ATTACHED 3 -CAR GARAGE. SQUARE FOOTAGE OF PROPOSED NEW STRUCTURES AS INDICATED IN ADJACENT PROJECT DATA. NEW LANDSCAPE DESIGN AS INDICATED IN ATTACHED LANDSCAPE PLAN. PROPOSED PROJECT MEETS THE THE ZONING STANDARDS OF THE NEWPORT BEACH MUNICIPAL CODE AND CONFORMS WITH THE LOCAL COASTAL PROGRAM. SEPARATE PERMIT REQUIRED 1. AN AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13D SHALL BE INSTALLED IN ALL SINGLE-FAMILY DWELLINGS INCLUDING ATTACHED GARAGES. SPRINKLER DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE SUBMITTED, APPROVED, AND PERMIT ISSUED PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 2. SEPARATE PERMIT AND REVIEW FOR OUTDOOR HVAC EQUIPMENT AND NOISE CALCULATIONS. NBMC 10.26.045 SDG SAITO DESIGN GROUP, INC 20803 VALLEY BOULEVARD, #105 WALNUT, CALIFORNIA 91789 (909) 595-4600 FAX (909) 5954400 NO. I REVISION I DATE PLAN CHECK I 6-01-17 AL SAITO C-22991 Exp. 5-31-19 171 kw JOB NO: SHEET NUMBER Al 27 W U W � Q00 W W Q O � r o4 W Z cV U W ti R� 171 kw JOB NO: SHEET NUMBER Al 27 87 L (E) RE (UNDER ( LOWER NEWPORT BAY (E) CANTILEVERED A"- "'^"'"'40UGHT IRON FENCE IULKHEAD WALL EVERED DECKS ANT SETBACK) (E) LANDSCAPED ISLAND SITE PLAN SCALE: 1/8" = 1'-O" (E) LINDA ISLE BRICK -PAVED STREET VERED L SDG SAITO DESIGN GROUP 20803 VALLEY BOULEVARD, # 105 WALNUT, CALIFORNIA 91789 (909) 595-4600 FAX (909) 595-4400 AL SAITO C-22991 Exp. 5-31-19 It :.M'Tm z 3 Q JOB NO: SHEET NUMBER A5 fe W � N rn H� w oczoo O W � It :.M'Tm z 3 Q JOB NO: SHEET NUMBER A5 fe B 4 EO A13 17'-6" 3'-6" 10'-6" V-6" 2'-0" 2`-7" 64" 2'-7" _ 5050CASEMENT O 5°50CASEMENT (TEMPERED) E 2880 FRENCH BREAKFAST NOOK 10'-0" CEILING HEIGHT 4'-0" OoO�Dw I 9 v A A13 Eo N N 400 AMP. ELECTRICAL PANEL & ME1 J 1'-6" C A14 .a V LOU v 10°8°CASED EV 27'-0" 24'-10" 24° X 8° BIPASS GLASS SLIDER (TEMP) GREAT ROOM 10'-0" CEILING HEIGHT 7T-7" ro r to 8°8°CASED 2'-2" 3°8° FRENCH 3°8° FRENCH W a I I o I I 112" 8'-5' C1 15'-10" 1'-6" EO 1EQ ENT 050 CPSEM rno 0 GAME ROOM 10'-0" CEILING HEIGHT M EV 17'-3" 2)2X4 \ T 8" WET BAR CLOSET { 3 �� \ MECH. \ SOFFIT \ TO 7'-8" A.F.F. W W a SEE DETAIL 16/D2 W FOR HANDRAIL o TERMINATION N DINING ROOM °z; CV LIT, T-5" T-6" T-6" " MECH. SOFFIT TO T-8" A.F.F. Water Closets 1.28 gallons per flush Oi EO Zo �� W EV N ❑ ,i M MECH. SOFFIT VENTS TO T-8" (HIGH/LOW) 6 A.F.F. OS W 0 W' oZ rn m> DO 0 a 7 o`t'G 0� ti YPANTRYCri' MECH. SOFFIT AO F_8.. A A13 Eo N N 400 AMP. ELECTRICAL PANEL & ME1 J 1'-6" C A14 .a V LOU v 10°8°CASED EV 27'-0" 24'-10" 24° X 8° BIPASS GLASS SLIDER (TEMP) GREAT ROOM 10'-0" CEILING HEIGHT 7T-7" ro r to 8°8°CASED 2'-2" 3°8° FRENCH 3°8° FRENCH W a I I o I I 112" 8'-5' C1 15'-10" 1'-6" EO 1EQ ENT 050 CPSEM rno 0 GAME ROOM 10'-0" CEILING HEIGHT M EV 17'-3" 2)2X4 \ T 8" WET BAR CLOSET { 3 �� \ MECH. \ SOFFIT \ TO 7'-8" A.F.F. W W a SEE DETAIL 16/D2 W FOR HANDRAIL o TERMINATION N DINING ROOM °z; CV LIT, T-5" i0 " MECH. SOFFIT TO T-8" A.F.F. Water Closets 1.28 gallons per flush Zo EV ❑ M 14" X 8" LOUVERED VENTS (HIGH/LOW) A A13 Eo N N 400 AMP. ELECTRICAL PANEL & ME1 J 1'-6" C A14 .a V LOU v 10°8°CASED EV 27'-0" 24'-10" 24° X 8° BIPASS GLASS SLIDER (TEMP) GREAT ROOM 10'-0" CEILING HEIGHT 7T-7" ro r to 8°8°CASED 2'-2" 3°8° FRENCH 3°8° FRENCH W a I I o I I 112" 8'-5' C1 15'-10" 1'-6" EO 1EQ ENT 050 CPSEM rno 0 GAME ROOM 10'-0" CEILING HEIGHT M EV 17'-3" 2)2X4 \ T 8" WET BAR CLOSET { 3 �� \ MECH. \ SOFFIT \ TO 7'-8" A.F.F. W W a SEE DETAIL 16/D2 W FOR HANDRAIL o TERMINATION N DINING ROOM °z; L) � o 0 0 � m M G �� ❑ o� / /� 10"----- 10" D2 jS0;FFIT / 288°HC MCH.D2 TO3'-4" 6'-8" 4'-0"2'-0" 6'-11"7'-8"A.F. F. 10'_8" SJ (8 TREADS @ 10" EA) 28a° j WASH DRYER i FRENCH SPACE SPACE BEDROOM 5 / OFFICE 1 LAUNDRY 9'-0" CEILING HEIGHT 1 8'-0" CEILING HEIGHT 288° FRENCH EQ. EQ. 2'-3" T-0" I 13,_0" 288°SC W/ SELF -CLOSER SELF -LATCHING �(1 3/S" THICK) 2881SC MECH. SOFFIT ELECTRICAL TO 8'-0" SUB -PANEL - SEE A 1 A.F.F. ELECTRICAL PLANS 11'-0" 4'4" 19'-5" 1 ❑ �� ❑ I W 1 2 1 LL I � I 1 3 -CAR GARAGE 1 -- — — ❑ ❑ 11 31'-4" +/- CLEAR (2) 2 681 WROUGHT I I LINE OF SECOND FLOOR ABOVE I I I 0 9° X 8° SECTIONAL ROLL -UP DOOR 18° X 8° SECTIONAL ROLL -UP DOOR 5'-10" Z -0- 3--l" 9'-0" T-8" 18'_0" 1'4" 9'-6" 34'-5" 77'-7" C A14 8'-91, WINE CELLAR 51-10" 6" 5'-2" �. 5'-2" 16,_9„ 'fes 33'-8" 43'-2" 3,_9" FIRST FLOOR PLAN SCALE: 1/4" = P-0" 9'-10" O Y N B A13 in Eo (V EO a M 0 Ev O o A A13 N 0 w FLOOR PLAN LEGEND O9.3 GPM Tankless water heater. Minimum Energy Factor = 0.92 Install per manufacturer's specifications. Provide vent through exterior wall. OProvide 5/8" Type 'X' gypsum board at walls & ceiling throughout garage (1 -hour construction) OProvide 5/8" Type 'X' gypsum board at walls & ceiling throughout closet under stairs (1 -hour construction) O36" X 36", hot -mopped shower pan with non -porous walls to ceiling (Verify w/ owner). Provide clear, tempered glass enclosure. 4" diameter, rigid metal dryer duct with vent to outside. OProvide exhaust fan w/ vent to outside over cooktop. 100 CFM minimum to comply with requirements for whole -house ventilation. <\7> Elevator - See specification below. FP SUPERIOR Model SLDVT pre -fabricated, sealed unit metal fire place. Top venting unit. Run B -vent through roof. ( Listing : ANSI Z21.88-2009 ) CAL Green NOTES FIXTURE FLOW RATES (REFERENCE TABLE 4.303.2) 10-0 CEILING HEIGHT 10'-0" 2'-3" LIT, T-5" 2 gpm @ 80 psi " MECH. SOFFIT TO T-8" A.F.F. Water Closets 1.28 gallons per flush N r/ \ Y f ❑ L) � o 0 0 � m M G �� ❑ o� / /� 10"----- 10" D2 jS0;FFIT / 288°HC MCH.D2 TO3'-4" 6'-8" 4'-0"2'-0" 6'-11"7'-8"A.F. F. 10'_8" SJ (8 TREADS @ 10" EA) 28a° j WASH DRYER i FRENCH SPACE SPACE BEDROOM 5 / OFFICE 1 LAUNDRY 9'-0" CEILING HEIGHT 1 8'-0" CEILING HEIGHT 288° FRENCH EQ. EQ. 2'-3" T-0" I 13,_0" 288°SC W/ SELF -CLOSER SELF -LATCHING �(1 3/S" THICK) 2881SC MECH. SOFFIT ELECTRICAL TO 8'-0" SUB -PANEL - SEE A 1 A.F.F. ELECTRICAL PLANS 11'-0" 4'4" 19'-5" 1 ❑ �� ❑ I W 1 2 1 LL I � I 1 3 -CAR GARAGE 1 -- — — ❑ ❑ 11 31'-4" +/- CLEAR (2) 2 681 WROUGHT I I LINE OF SECOND FLOOR ABOVE I I I 0 9° X 8° SECTIONAL ROLL -UP DOOR 18° X 8° SECTIONAL ROLL -UP DOOR 5'-10" Z -0- 3--l" 9'-0" T-8" 18'_0" 1'4" 9'-6" 34'-5" 77'-7" C A14 8'-91, WINE CELLAR 51-10" 6" 5'-2" �. 5'-2" 16,_9„ 'fes 33'-8" 43'-2" 3,_9" FIRST FLOOR PLAN SCALE: 1/4" = P-0" 9'-10" O Y N B A13 in Eo (V EO a M 0 Ev O o A A13 N 0 w FLOOR PLAN LEGEND O9.3 GPM Tankless water heater. Minimum Energy Factor = 0.92 Install per manufacturer's specifications. Provide vent through exterior wall. OProvide 5/8" Type 'X' gypsum board at walls & ceiling throughout garage (1 -hour construction) OProvide 5/8" Type 'X' gypsum board at walls & ceiling throughout closet under stairs (1 -hour construction) O36" X 36", hot -mopped shower pan with non -porous walls to ceiling (Verify w/ owner). Provide clear, tempered glass enclosure. 4" diameter, rigid metal dryer duct with vent to outside. OProvide exhaust fan w/ vent to outside over cooktop. 100 CFM minimum to comply with requirements for whole -house ventilation. <\7> Elevator - See specification below. FP SUPERIOR Model SLDVT pre -fabricated, sealed unit metal fire place. Top venting unit. Run B -vent through roof. ( Listing : ANSI Z21.88-2009 ) CAL Green NOTES FIXTURE FLOW RATES (REFERENCE TABLE 4.303.2) Fixture Type Max. Flow Rate at 20% Reduction Showerheads 2 gpm @ 80 psi Lavatory Faucets 1.2 gpm @ 60 psi Water Closets 1.28 gallons per flush 1. Lavatory faucets shall not have a flow rate less than 0.8 gpm @ 20 psi 2. Kitchen faucets may temporarily increase flow above the maximum rate, but not above 2.2 gpm @ 60 psi and must default to the maximum flow rate of 1.8 gpm @ 60 psi. WINDOW (GLAZING) NOTES ALL WINDOWS SHALL COMPLY WITH THE FOLLOWING UNLESS INDICATED OTHERWISE ON TITLE 24 ENERGY DOCUMENTATION @ SHEETS T-24.2: U -FACTOR SHGC OPERABLE 0.31 0.23 FIXED 0.29 0.25 HINGED GLASS DOOR 0.29 0.23 STACKING GLASS DOOR 0.44 0.23 ALL WINDOWS SHALL BE MULTI -PANED UNITS. ELEVATOR SPECIFICATION "RESIDENTIAL ELEVATORS", 950 Ib., rear rail, in-line opening, accordian gate elevator. 12 sq. ft. Install per manufacturer's specifications. As manufactured by: Residential Elevators 20 Residential Drive Crawfordville, FL 32327 1-800-832-2004 ResidentialElevators.com SAITO DESIGN GROUP 20803 VALLEY BOULEVARD, # 105 WALNUT, CALIFORNIA 91789 (909) 595-4600 FAX (909) 595-4400 NO. REVISION DATE /1\ PLAN CHECK 6-01-17 AL SAITO C-22991 Exp. 5-31-19 W � J V1 O O O W N opo Z �( U 3 O e�awxx0 zHFFo f3�o3� U O�wr. �xoza xozwww Q oOw}r- z WC F o,,,,zazp U - m 4 F Q U \O �CW,OoZ' z °oUoza LY1 N F � o 8 U, O � N O y x g c U 0000 U� a z ❑ O La FON Fil r, o, E U l I^� u <<WRz W �.� W y_�Q�xG (tel{ /1� C r^ W V\ a} F Q z Z W: 151 00 wU r a w y< m 'Cyd r,�-// O O ; ( O 0 a Q W z CZ Ur�OQru 64Qi � >z'2xz 001 0 U FOOOza z P -i F-+ � d1 w 4 3 w �, z amw¢<aZ z7 < p w Q�1 azF>O0 m'�zFN� O U y O F �i Q OE D U DRAWN BY: JOB NO: SHEET NUMBER A8 1� B A13 io rn �n M 17'-6" 3-6" 10'-6" 3-6" 1'-3" 2'-7„ 5'-4„ 2,-7„ 2,-9„ 5-8" C A14 77'-7" 27'-0" 15'-10" 22,-6" 1'-4" k 1'-11" 5'-8" 5'-8" 2'-9" 1. 5-Z 1'T 6-2m EQ. EQ. 2-0" EO Su. N CPSEMEN � MENT "o O 50 50 CPSE so / n 9 42" HIGH, std` WROUGHT IRON RAILING W U Q 0 F W N 10 W 0 o DECK MASTER BEDROOM O 5°50CASEMENT 5°5°CASEMENT LE:A V 5450CASEMENT 12" 54 °CASEMENT 545°CASEMENT (TEMPERED) iv LLLXL W NLL W 1, 0„ 288°HC BEDROOM 2 v RETREAT EXERCISE 7 288°HC 4'-2" U-10" 4'-0" U x m 5°80 BIPASS WARD = o SHELF & POLE N M 36" HIGH PONY WALL O W iv N a v LU 36" CLR. ov m � � o Q � WASH DRYER SPACE SPACE 9 8 288°HC ELECTRICAL SUB -PANEL- 5G SEE ELECTRICAL o0 m PLANS 2 1 y 132 6'-a" T132 in (8 TREADS @ 10" EA) 9 6 132 W Fixture Type Max. Flow Rate at 20% Reduction O _ N 1 O 5 Water Closets 14" X 14" DUCT CHASE SH & POLE —_— 5 "CL I� 4°50CASEMT 4050CASEMT SHELF &POLE 18" X 18" = a N O _ — — DUCT EQ. EQ. 5'-2" = EQ. I EQ. in w 2'-4" 3'-5" i CHASE L) N _ 34'-5, LU Q W o F_ F_ 0 0 LL I m of L---- N L ----J ILL J � r — — — — MIN. TREAD I 2 6" T-0" DEPTH 10" @THIS LINE 6'-3" L3.A" J 6'-1" LLN N 4'-2" 6'-10" F 4'-6" 5'-0" 10'-6" BEDROOM 4 6 SPIRAL STAIR NOTES N D2 MIN. TREAD DEPTH @ L — — INTERIOR RADIUS O = SHALL BE 6" o LINEN 0 3070C H M 1 Q \-14"X 14" io MEDIA ROOM (344 SQ. FT.) ro v Fixture Type Max. Flow Rate at 20% Reduction O _ N 6" CL . O 5 Water Closets 14" X 14" DUCT CHASE SH & POLE —_— 5 "CL I� 4°50CASEMT 4050CASEMT SHELF &POLE 18" X 18" = a N O _ — — DUCT EQ. EQ. 5'-2" = EQ. I EQ. in w 2'-4" 3'-5" 5'-2" CHASE 4'-2" N 15'-6" 34'-5, LU Q W o LL 288°HC of N o ILL J � LU 28810HC cxi� 3080CASED = of N 4'-2" 6'-10" 4'-6" 5'-0" 10'-6" BEDROOM 4 BEDROOM 3 DUCT CHASE O U N COMBO STEAM SHOWER (2)2x4 I ~ �a LINE OF CLIPPED Q CEILING ABOVE v = o U I o a I �v 4 ° 5 ° FIXED (ARCHTOP) Z 2 W Cn U C A14 0 M x I N WI a 24"X 14" at DUCT LL CHASE- wI SII I I T-0" II W IIo I� ILL J IIW x N _J SH & POLE 4°6°CASEMT. I I EQ. EQ. EQ. EQ. 5'-2" 4'-2" 5'-2" 5'-10" 6" 5'-2" 14'-6" 16'-7" LINE OF FIRST FLOOR BELOW 77'-7" LINE OF ENTRY PORTICO BELOW 43'-2" 5'-2" T-9" SECOND FLOOR PLAN SCALE: 1/4" = F-0" 17'-3" 9'-10" a N a io 0 M ^�B A13 Al A13 FLOOR PLAN LEGEND OHorizontal forced air unit in attic (See Mechanical Plans, Sheets M1 & M3 for location & specifications) - See FAU Notes below. O30" X 30" attic access panel in ceiling 32" W. X 60" L. X 22" H. pre -fabricated drop-in tub O36" X 36" hot -mopped shower pan. Finish shower pan and walls to ceiling w/ non -porous material (Verify w/ owner). Provide clear, tempered glass enclosure. O36" X 52" hot -mopped shower pan w/ 12" wide seat.. Finish shower pan, seat, and walls to ceiling w/ non -porous material (Verify w/ owner). Provide clear, tempered glass enclosure. O72" X 42", under -mount oval tub w/ whirlpool jets. Install in 17" high, oval framed deck. Hot -mopped combo steam shower. Finish shower w/ non -porous floor and walls to ceiling. Provide tempered glass enclosure. OProvide fiberglass pan w/ drain to outside at washer space. OProvide 4" diameter rigid, metal dryer duct with vent to outside. Q DEX-O-TEX weatherproof deck surfacing as manufactured by Crossfield Products Corp. - To be installed by approved installer per manufacturer's specifications (I.C.C. Report #ESR 1757) FP SUPERIOR Model SLDVT pre -fabricated, sealed unit metal fire place. Top venting unit. Run B -vent through chimney. ( Listing : ANSI Z21.88-2009 ) CAL Green NOTES FIXTURE FLOW RATES (REFERENCE TABLE 4.303.2) Fixture Type Max. Flow Rate at 20% Reduction Showerheads U \ / U V m W NLL NLL O 1.2 gpm @ 60 psi Water Closets 1.28 gallons per flush 4°50CASEMT 4050CASEMT (ARCHTOP) (ARCHTOP) N O 5'-2" EQ. EQ. 5'-2" 2'-4" EQ. I EQ. 2'-6" EQ. EQ. 2'-4" 3'-5" 5'-2" 4'-2" 4'-2" 15'-6" 15'-6" 34'-5, C A14 0 M x I N WI a 24"X 14" at DUCT LL CHASE- wI SII I I T-0" II W IIo I� ILL J IIW x N _J SH & POLE 4°6°CASEMT. I I EQ. EQ. EQ. EQ. 5'-2" 4'-2" 5'-2" 5'-10" 6" 5'-2" 14'-6" 16'-7" LINE OF FIRST FLOOR BELOW 77'-7" LINE OF ENTRY PORTICO BELOW 43'-2" 5'-2" T-9" SECOND FLOOR PLAN SCALE: 1/4" = F-0" 17'-3" 9'-10" a N a io 0 M ^�B A13 Al A13 FLOOR PLAN LEGEND OHorizontal forced air unit in attic (See Mechanical Plans, Sheets M1 & M3 for location & specifications) - See FAU Notes below. O30" X 30" attic access panel in ceiling 32" W. X 60" L. X 22" H. pre -fabricated drop-in tub O36" X 36" hot -mopped shower pan. Finish shower pan and walls to ceiling w/ non -porous material (Verify w/ owner). Provide clear, tempered glass enclosure. O36" X 52" hot -mopped shower pan w/ 12" wide seat.. Finish shower pan, seat, and walls to ceiling w/ non -porous material (Verify w/ owner). Provide clear, tempered glass enclosure. O72" X 42", under -mount oval tub w/ whirlpool jets. Install in 17" high, oval framed deck. Hot -mopped combo steam shower. Finish shower w/ non -porous floor and walls to ceiling. Provide tempered glass enclosure. OProvide fiberglass pan w/ drain to outside at washer space. OProvide 4" diameter rigid, metal dryer duct with vent to outside. Q DEX-O-TEX weatherproof deck surfacing as manufactured by Crossfield Products Corp. - To be installed by approved installer per manufacturer's specifications (I.C.C. Report #ESR 1757) FP SUPERIOR Model SLDVT pre -fabricated, sealed unit metal fire place. Top venting unit. Run B -vent through chimney. ( Listing : ANSI Z21.88-2009 ) CAL Green NOTES FIXTURE FLOW RATES (REFERENCE TABLE 4.303.2) Fixture Type Max. Flow Rate at 20% Reduction Showerheads 2 gpm @ 80 psi Lavatory Faucets 1.2 gpm @ 60 psi Water Closets 1.28 gallons per flush 1. Lavatory faucets shall not have a flow rate less than 0.8 gpm @ 20 psi 2. Kitchen faucets may temporarily increase flow above the maximum rate, but not above 2.2 gpm @ 60 psi and must default to the maximum flow rate of 1.8 gpm @ 60 psi. WINDOW (GLAZING) NOTES ALL WINDOWS SHALL COMPLY WITH THE FOLLOWING UNLESS INDICATED OTHERWISE ON TITLE 24 ENERGY DOCUMENTATION @ SHEETS T-24.2: U -FACTOR SHGC OPERABLE 0.31 0.23 FIXED 0.29 0.25 HINGED GLASS DOOR 0.29 0.23 STACKING GLASS DOOR 0.44 0.23 ALL WINDOWS SHALL BE MULTI -PANED UNITS. F.A.U. NOTES Provide 24", unobstructed walkway from 30" x 30" attic access to 30" deep work platform at the control side of the unit. Provide electric light at the unit with the manual on / automatic of switch located located above attic access. (Install per Chapter 3, C.M.C.) See detail 6/134. am SAITO DESIGN GROUP 20803 VALLEY BOULEVARD, # 105 WALNUT, CALIFORNIA 91789 (909) 595-4600 FAX (909) 595-4400 NO. REVISION DATE /1\ PLAN CHECK 6-01-17 AL SAITO C-22991 Exp. 5-31-19 w � w � a rTl �1 O O O�a p N00 00 C7 U 3 � Q ................................... w x x zHFFo fU' U O�wf- F k z 0 a xozwwW uz ��o o W } C, Z a w Z Q F o V z a Z Q U - m 4 F \O W z N O, UoZ Q a C!1 f-LLOti�° �I 2� F O W. U U'06 � oa. u L, O'7�<ON Z. U W Q ¢ Z W W U¢] ryW� 01 a>Fazz z°aw�O r <wy�np m U= Z Q i2 :00 o U z I0 rE,a�U V --I h+ -I Z �e f x z ° �) o _ m � u F �7y Z /� U F000� P -i F-+ z 7 `uH°zF m'�zFN� 0 U y O F 3 6 °E D U ................................... DRAWN BY: JOB NO: SHEET NUMBER A9 �o O'HAGIN LO\ METAL ATTI( (TYP. OF 22) ROOF PLAN SCALE: 1/4" = V-0" ATTIC VENTILATION REQ'TS TOTAL ATTIC AREA 4,297 SQ. FT. PER C.R.C. (SECTION R806.1) DIVIDE 300 14.33 SQ. FT. INCH CONVERSION X 144 VENTILATION REQUIREMENT 2,063 SQ. INCHES F.A.M. UPPER VENTILATION ( UPPER 1/3RD OF ROOF AND AT LEAST 3 FT. ABOVE LOWER VENTILATION, CRC R806.1) PROVIDE (11) "O'HAGIN" METAL ROOF VENTS (CLASS 'A' FIRE RATED ASSEMBLY) @ 98.75 SQ. INCHES F.A.M. EACH = 1,086.25 SQ. INCHES F.A.M. LOWER VENTILATION ( LOWER 1/3RD OF ROOF) PROVIDE (11) "O'HAGIN" METAL ROOF VENTS (CLASS 'A' FIRE RATED ASSEMBLY) @ 98.75 SQ. INCHES F.A.M. EACH = 1,086.25 SQ. INCHES F.A.M. TOTAL VENTILATION PROVIDED = 2,172.5 SQ. INCHES F.A.M. NOTE: WHERE CALIFORNIA FRAMING OCCURS, PROVIDE HOLES IN THE LOWER SHEATHING TO ALLOW FOR PROPER CROSS VENTILATION OF ALL SUB -ATTICS TO THE MAIN ATTIC. IF ALLOWED, PROVIDE MIN. 22" X 30" HOLE IN THE LOWER ROOF SHEATHING FROM THE MAIN ATTIC TO ANY SUB -ATTIC WHERE ACCESS IS REQUIRED. ROOFING SPECIFICATIONS "REDLAND CLAY TILE" ROOFING PRODUCTS, 4300 SERIES BAJA MISSION SANDCAST 2 -PIECE CLAY ROOF TILE. 40% PINTO GOLD FLASH, 40% CAFE GOLD FLASH, 20% CAFE ANTIGUA. 100% MUD INFIELD AND 25% TILE BOOSTS. MUDDED BIRD STOP. CEMENT AT HIP, RIDGE, AND ROOF -TO -WALL RIDGE TILE AT HIP AND RIDGE TO MATCH FIELD. INSTALL OVER NO. 30 ASPHALT -SATURATED FELT COMPLYING WITH ASTM D-226 TYPE II NON -PERFORATED PER MANUFACTURER'S SPECIFICATIONS. ROOFER TO PROVIDE 26 GAUGE, GALVANIZED STEEL FLASHING AT ALL VALLEYS AND ROOF ABUTMENTS TO VERTICAL WALLS. APPROVAL: IAPMO ER -445, UNIT WEIGHT: 9.6 LBS. PER SQUARE. INSTALL PER ICC REPORT TO PROVIDE CLASS A ROOF COVERING. SDG SAITO DESIGN GROUP 20803 VALLEY BOULEVARD, # 105 WALNUT, CALIFORNIA 91789 (909) 595-4600 FAX (909) 595-4400 NO. I REVISION I DATE PLAN CHECK 16-01-17 AL SAITO C-22991 Exp. 5-31-19 U a w O w W � N ^w rn H� w oczoo 0 zar3l� _Z � � � N o0 w Z H w a U a w DRAWN BY: JOB NO: SHEET NUMBER Al2 21 O W � N rn H� w oczoo zar3l� W � DRAWN BY: JOB NO: SHEET NUMBER Al2 21 12" X 18" INSET ATTIC VENT I 36" FOAM FASCIA DETAIL @ TO EAVE I GABLE -END - STUCCO OVER (TYP) I PLATE LINE I I CARRIAGE -STYLE EXTERIOR LIGHTING (TYP) I Z16 42" HIGH WROUGHT IRON D1 GUARDRAIL I I 10" WIDE, WEATHERED TIMBER @ GARAGE DOOR HEAD I FLOOR LINE I PLATE LINE CPRE -CAST LIMESTONE BAND @ ALL STONE VENEER I I I O I CLAY BARREL TILE ROOF MAX. BUILDING HEIGHT 'GENOISE' CLAY TILE BUILT-UP FASCIA— PLATE LINE EXTERIOR STUCCO OVER PAPER -BACKED METAL LATCH, STUCCO SHALL BE 3 COATS, 7/8" THICK (SMOOTH FINISH) FLOOR LINE TOP OF CURB M TRIM @ ALL WINDOWS @ GARAGE (11.70) O FIN. GRADE (11.00) Z O r 4 ' ADHERED STONE VENEER PRE -CAST CONCRETE CLAY BARREL TILE ROOF MAX. BUILDING HEIGHT 'GENOISE' CLAY TILE BUILT-UP FASCIA— PLATE LINE EXTERIOR STUCCO OVER PAPER -BACKED METAL LATCH, STUCCO SHALL BE 3 COATS, 7/8" THICK (SMOOTH FINISH) FLOOR LINE PRE -CAST CONCRETE BAND @ ALL STONE VI O r FIN. FLR. @ GAME RM. (10.00) FIN. GRADE (9.30) Z 00 ADHERED STONE VENEER— TYP. M'l ;T V 'GENOISE' CLAY TILE BUILT-UP FASCIA PLANT -ON WOOD 13 SHUTTERS - FINISH W/ FULL BODY STAIN (TYP) D1 PRE -CAST CONCRETE 11 SHELF @ SILL (TYP) D2 4" X 4" CERAMIC TILE MOSAIC - VERIFY DESIGN WITH OWNER I T-0" I TO EAVE I —I I I L Lj I 1 I I I I —I -I I I I I I I MAX. BUILDING HEIGHT PLATE LINE @ ENTRY PLATE LINE FOAM FASCIA DETAIL AT HIP CORNERS - STUCCO OVER (TYP) _ O O FLOOR LINE PLATE LINE O O r = -� FIN. FLOOR -_ -_ - - — —1 - -_ F - —I. -I @GAME ROOM (10.00) CARRIAGE -STYLE FIN. GRADE (9.30) SECTIONAL ROLL -UP GARAGE DOORS (TYP) - -PRE-CAST CONCRETE Z SURROUND @ ENTRY OPENING CID REAR (STREET) ELEVATION including COURTYARD ELEV. RSCALE: 1/4" = 1 -O I `ENTRY PORTICO NOT SHOWN FOR CLARITY I I I I 36" TO EAVE I I I I I I 171171111-1i FRONT (NEWPORT BAY) ELEVATION SCALE: 1/4" = F-0" PRE -CAST CONCRETE CAP (TYP) I 42" HIGH WROUGHT IRON �— RAILING - VERIFY DESIGN W/ OWNER �I I r- 12" WIDE, WEATHERED TIMBER @ COVERED PATIO OPENING PLATE LINE PRE -CAST CONCRETE TRIM @ ALL WINDOWS PLATE LINE O � TOP OF DECK O r 4 ' PRE -CAST CONCRETE N � TRIM @ ALL WINDOWS PRE -CAST CONCRETE BAND @ ALL STONE VI O r FIN. FLR. @ GAME RM. (10.00) FIN. GRADE (9.30) Z 00 ADHERED STONE VENEER— TYP. M'l ;T V 'GENOISE' CLAY TILE BUILT-UP FASCIA PLANT -ON WOOD 13 SHUTTERS - FINISH W/ FULL BODY STAIN (TYP) D1 PRE -CAST CONCRETE 11 SHELF @ SILL (TYP) D2 4" X 4" CERAMIC TILE MOSAIC - VERIFY DESIGN WITH OWNER I T-0" I TO EAVE I —I I I L Lj I 1 I I I I —I -I I I I I I I MAX. BUILDING HEIGHT PLATE LINE @ ENTRY PLATE LINE FOAM FASCIA DETAIL AT HIP CORNERS - STUCCO OVER (TYP) _ O O FLOOR LINE PLATE LINE O O r = -� FIN. FLOOR -_ -_ - - — —1 - -_ F - —I. -I @GAME ROOM (10.00) CARRIAGE -STYLE FIN. GRADE (9.30) SECTIONAL ROLL -UP GARAGE DOORS (TYP) - -PRE-CAST CONCRETE Z SURROUND @ ENTRY OPENING CID REAR (STREET) ELEVATION including COURTYARD ELEV. RSCALE: 1/4" = 1 -O I `ENTRY PORTICO NOT SHOWN FOR CLARITY I I I I 36" TO EAVE I I I I I I 171171111-1i FRONT (NEWPORT BAY) ELEVATION SCALE: 1/4" = F-0" PRE -CAST CONCRETE CAP (TYP) I 42" HIGH WROUGHT IRON �— RAILING - VERIFY DESIGN W/ OWNER �I I r- 12" WIDE, WEATHERED TIMBER @ COVERED PATIO OPENING PLATE LINE PRE -CAST CONCRETE TRIM @ ALL WINDOWS - O � TOP OF DECK O r N FLOOR LINE , PLATE LINE FIN. FLR. @ ENTRY/ KITCHEN / BREAKFAST NOOK (10.00) FIN. GRADE (9.30) O 0 T am SAITO DESIGN GROUP 20803 VALLEY BOULEVARD, # 105 WALNUT, CALIFORNIA 91789 (909) 595-4600 FAX (909) 595-4400 AL SAITO C-22991 Exp. 5-31-19 w x x zHFFo x39oz� U 4, � w Fa F O z xozwww Q F w O Q ' w Z Q < F olzaaza O C7„1 ouF \O �°Oo�za oz�, ° LY1 N `LL�ti�° N Q O y= g O C QFOF-O i l �ti Omrn_Z0❑ Qn L- O LaFON w L��1 tF-F°mWN r l IrT^lI uui < W \./� W v 70 zC � z rs- Z' o`yaoa wFE o Qz o i w z U r�OQru A- oL' 7� uu 0 ~-) o _ m F d1 U FOO�z� 7 C < p w y Q�1 zC w Dz `uH°zF m'�zFN� U 0 y O F .................................... ................................... .................................... ................................... .................................... ................................... .................................... ................................... .................................... ................................... DRAWN BY: JOB NO: SHEET NUMBER A15 w � 4 w � Qww EZ � I-0 /O a N oc Do Z W c7 3 w � ................................... Q w x x zHFFo x39oz� U 4, � w Fa F O z xozwww Q F w O Q ' w Z Q < F olzaaza O C7„1 ouF \O �°Oo�za oz�, ° LY1 N `LL�ti�° N Q O y= g O C QFOF-O i l �ti Omrn_Z0❑ Qn L- O LaFON w L��1 tF-F°mWN r l IrT^lI uui < W \./� W v 70 zC � z rs- Z' o`yaoa wFE o Qz o i w z U r�OQru A- oL' 7� uu 0 ~-) o _ m F d1 U FOO�z� 7 C < p w y Q�1 zC w Dz `uH°zF m'�zFN� U 0 y O F .................................... ................................... .................................... ................................... .................................... ................................... .................................... ................................... .................................... ................................... DRAWN BY: JOB NO: SHEET NUMBER A15 SIDE YARD WALL Att KtAK tLLVA I IUN, ONLL I A-1 0 t -UK IVU I tJ & UIIVItIVAIUIVJ PARTIAL REAR (STREET) ELEVATION SCALE: 1/4" = 1'-0" SDG SAITO DESIGN GROUP 20803 VALLEY BOULEVARD, # 105 WALNUT, CALIFORNIA 91789 (909) 595-4600 FAX (909) 595-4400 w u w Q AL SAITO C-22991 Exp. 5-31-19 L u DRAWN BY: JOB NO: SHEET NUMBER O w w U w Q w w Q w x x zHFFo f3�oz� U O w F k 0 FZ j xozW�W F o,zazp Z FO F Z Z W oCvOi Q.Qi F w C y w C 2 F O N C Q F O F O D OF P pZ W ❑ 0 6 a O 0 Q O N F Fz ¢ ¢Q h u0 Q �N z G¢ °x� z m z 74 oz s a y�om F Q w z y v ON W F C rQ�U o°o�� 4 ZO ¢ W <0 0 <zu>oo `�W0 0 U U0 F �i Q OF D U A16 O W � N Uo ^� I� n con W UW � W O DRAWN BY: JOB NO: SHEET NUMBER O w w U w Q w w Q w x x zHFFo f3�oz� U O w F k 0 FZ j xozW�W F o,zazp Z FO F Z Z W oCvOi Q.Qi F w C y w C 2 F O N C Q F O F O D OF P pZ W ❑ 0 6 a O 0 Q O N F Fz ¢ ¢Q h u0 Q �N z G¢ °x� z m z 74 oz s a y�om F Q w z y v ON W F C rQ�U o°o�� 4 ZO ¢ W <0 0 <zu>oo `�W0 0 U U0 F �i Q OF D U A16 F- 1: 0 W 0 Z_ O J_ m Q co N 00 N 4 TO EAVE + � EXTERIOR STUCCO OVER PAPER -BACKED METAL - - -'-_ LATCH, STUCCO SHALL BE t 3 COATS, 7/8" THICK = I (SMOOTH FINISH) PRE -CAST LIMESTONE TRIM @ ALL WINDOWS PRE -CAST CONCRETE BAND @ ALL STONE VENEER FIN. GRADE --ADHERED STONE VENEER10 (9.30) D1 R WEST (SIDE) ELEVATION cr F 0 M 00 ❑ w of = Oaf LU O O¢ 60 z= O3: WO Wo Z a� a I 26-0" TO EAVE CLAY BARREL TILE ROOF 'GENOISE' CLAY TILE BUILT-UP FASCIA PLATE LINE TOP OF CURB M @ GARAGE (11.70) FIN. GRADE (11.00) Z 00 M EAST (SIDE) ELEVATION SDG SAITO DESIGN GROUP 20803 VALLEY BOULEVARD, # 105 WALNUT, CALIFORNIA 91789 (909) 595-4600 FAX (909) 595-4400 w u 4 w 0 N L u AL SAITO C-22991 Exp. 5-31-19 DRAWN BY: JOB NO: SHEET NUMBER 0 w w U w Q w w < w x x zHFFo f3 oz� U O w F k Z0 FZ j x O W W Q F w C Q ' w Z Q F 0 U,<z0 U — m Q F i100p'/iti Z F O F Z Z w �CvUi0 F w O y w C 2 F O CN C QFOF-O 5,06 P p 0 6 a Z w ❑ O L Q O N F F ¢Q h u� < °G¢x� zz m z 4 ° s a�y�om OFC; F -Oa v ON W F C r'<�� 00 w43��z C4 0 Z0 a z F > z a7H°zF 0 U y F U A17 MAI 0 W � N Uo ^� I� n � W UW owo DRAWN BY: JOB NO: SHEET NUMBER 0 w w U w Q w w < w x x zHFFo f3 oz� U O w F k Z0 FZ j x O W W Q F w C Q ' w Z Q F 0 U,<z0 U — m Q F i100p'/iti Z F O F Z Z w �CvUi0 F w O y w C 2 F O CN C QFOF-O 5,06 P p 0 6 a Z w ❑ O L Q O N F F ¢Q h u� < °G¢x� zz m z 4 ° s a�y�om OFC; F -Oa v ON W F C r'<�� 00 w43��z C4 0 Z0 a z F > z a7H°zF 0 U y F U A17 MAI GENERAL NOTES 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED LED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 A.M. 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. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM D3034 OR ASTM D1785. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020. 15. NEW CONCRETE SIDEWALK, CURB AND GUTTER AND ALLEY/STREET PAVEMENT MAY BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. SAID DETERMINATION SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 16. ALL ON-SITE DRAINAGE PROVISIONS SHALL COMPLY WITH THE CITY'S ON-SITE NON -STORM RUNOFF RETENTION REQUIREMENT. 17. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. 18. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 19. PROTECT IN PLACE ALL THE EXISTING TREES WITH THE PUBLIC STREET RIGHT OF WAY. 20. ALL CURB DRAINS SHALL BE CONSTRUCTED PER CITY STANDARD PLANS. 21. WHERE THE EXISTING DRIVEWAY IS REMOVED AND WHERE THE NEW DRIVEWAY APPROACH IS CONSTRUCTED, A MINIMUM 12 -INCH WIDE X 12 -INCH DEEP FULL DEPTH ASPHALT CONCRETE PATCHBACK SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE NEW DRIVEWAY APPROACH GUTTER. TACK COAT ALL JOINT SURFACES PRIOR TO PATCHBACK PLACEMENT. 22. SEWER CLEANOUT IF REQUIRED SHALL BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY PER CITY STANDARD PLANS. 23. SEPARATE PERMIT APPLICATIONS ARE REQUIRED FOR FENCE, PATIO COVER/TRELLIS, AND DETACHED STRUCTURES. 24. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 25. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18. 26. SURVEYOR SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OF OFFSETS BEFORE STARTING GRADING. 27. 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. 28. 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. 29. 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. 30. IF THE CITY OF NEWPORT BEACH HAS DIRECTED YOU TO PLACE A FILTRATION SYSTEM IN THE PLANTER AREA ADJACENT TO YOUR RESIDENCE (WHICH IS AN EASEMENT AREA IN FAVOR OF THE ASSOCIATION FOR LANDSCAPING PURPOSES) THE ASSOCIATION WILL NOT APPROVE THE USE OF THE EASEMENT FOR HOMEOWNER PURPOSES. 31. IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING. 32. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATION WORK. BENCH MARK: NB4-39-77 ELEVATIONS FOR THIS SURVEY ARE BASED ON THE COUNTY OF ORANGE BENCHMARK NO. NB4-39-77 3-3/4" OCS ALUMINUM DISK SET IN THE NE CORNER OF A 4.3' BY 4.8' CONCRETE CATCH BASIN IN THE SE CORNER OF THE INT OF BAYSIDE DR AND HARBOR ISLAND DR, 64.6' EASTERLY OF THE C/L OF HARBOR ISLAND DR AND 38' SOUTHERLY OF C/L OF BAYSIDE DR. ELEVATION = 10.859 FEET. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM IF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS 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. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO THE PLACING OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THEE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATIONS OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING 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 CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY. SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. DOCUMENTATION 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS -GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUB -SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGICAL 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 SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGICAL FACTORS. BASIS OF BEARINGS N0. THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N88°19'56"E OF THE C/L OF LINDA ISLE AS SHOWN ON MAP FILED IN BOOK 138 PAGES 13-19 IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. FLOOD HAZARD ZONE A LICENSED SURVEYOR SHALL COMPLETE FEMA ELEVATION CERTIFICATE AND SUBMIT IT TO BUILDING DEPARTMENT INSPECTOR DURING FINAL INSPECTION. EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15- 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY OF GRADING ENGINEER. 5. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REQUIRED INSPECTIONS 1. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. FOUNDATION 1. SURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION. 2. PLANTER AREAS ADJACENT TO WAIL FOUNDATIONS ARE NOT RECOMMENDED UNLESS THEY ARE PROPERLY DESIGNED TO HAVE SEALED BOTTOMS FOR A WIDTH OF AT LEAST 5 FEET MEASURED FROM THE EXTERIOR WALL FOOTINGS OR THEY ARE RAISED PLANTERS PLACED ON CONCRETE PADS SLOPED AWAY FORM THE FOOTINGS. ESTIMATED EARTHWORK QUANTITIES: EARTHWORK QUANTITIES SHOWN ARE FOR THE PURPOSE OF CALCULATING THE PLAN CHECK FEES BY THE GOVERNING AGENCY. THE GRADING CONTRACTOR SHOULD SUPPLY THE PROJECT OWNER WITH A COMPLETE BID BASED UPON A COMPLETE GRADING PROJECT. CUT YARDAGE = 0 CY FILL YARDAGE = 36 CY OVEREXCAVATION = 575 CY REVISIONS PREPARED FOR: DESCRIPTION BY DATE APPROVED SAITO DESIGN GROUP, INC 20803 VALLEY BLVD. SUITE 105 WALNUT, CA 91789 (909) 595-4600 (909) 595-4400 FAX GRADING RECOMMENDATIONS 1. THE EXISTING POOL IN THE PROPOSED ADDITION AREA SHALL BE REMOVED AND REPLACED WITH COMPACTED FILL COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. THE COMPACTED FILL WILL BE USED TO PROVIDE ADEQUATE SUPPORT FOR FOUNDATIONS OF THE PROPOSED ADDITION AND SITE IMPROVEMENTS, EARTHWORK FOR FOUNDATION SUPPORT SHALL INCLUDE THE ENTIRE ADDITION AND SHALL EXTEND A MINIMUM THREE FEET OUTSIDE EXTERIOR FOOTING LINES WHERE FEASIBLE. 2. BASED ON IN PLACE DENSITIES AND THE CONSOLIDATION TEST, SOILS FOUND AT A DEPTH OF TWO FEET BELOW EXISTING GRADE AND DEEPER HAVE ADEQUATE GEOTECHNICAL PROPERTIES TO PROVIDE ADEQUATE SUPPORT OF PROPOSED FILLS AND THE STRUCTURE; AS SUCH, REMOVALS TO A DEPTH OF TWO FEET TO THREE BELOW EXISTING GRADE OR TO ONE FOOT BELOW PROPOSED FOOTING BOTTOMS, WHICHEVER IS GREATER, ARE ANTICIPATED; HOWEVER, FIELD OBSERVATIONS MADE AT THE TIME OF GRADING SHALL DETERMINE FINAL REMOVAL LIMITS. 3. TO PROVIDE ADEQUATE SUPPORT ALONG PROPERTY LINES AND EXISTING FOUNDATIONS TO REMAIN, EXCAVATIONS SHALL BE SLOPED AT A 1:1 (H: V) GRADIENT FROM PROPERTY LINE OR FOOTINGS DOWN TO THE EXCAVATION BOTTOM. AS FILL SOILS ARE PLACED THE GRADING CONTRACTOR SHALL BENCH INTO THE 1:1 CONSTRUCTION CUT TO FINAL GRADE. 4. DURING EARTHWORK OPERATIONS, A REPRESENTATIVE OF COASTAL GEOTECHNICAL, INC. SHALL BE PRESENT TO VERIFY COMPLIANCE WITH THESE RECOMMENDATIONS. SUBSEQUENT TO APPROVAL OF THE EXCAVATION BOTTOM, THE AREA SHALL BE SCARIFIED SIX INCHES, MOISTURE CONDITIONED AS NEEDED, AND COMPACTED TOP A MINIMUM OF 90% RELATIVE COMPACTION. 5. FILL SOILS SHALL BE PLACED IN SIX TO EIGHT INCH LOOSE LIFTS, MOISTURE CONDITIONED AS NEEDED, AND COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. THIS PROCESS SHALL BE UTILIZED TO FINISH GRADE. DUE TO THE CAVING NATURE OF THE ON-SITE SANDS, IT IS HIGHLY RECOMMENDED THAT THE UPPER TWO FEET OF FILL BE MIXED WITH PORTLAND CEMENT TO MITIGATE THE POTENTIAL FOR CAVING OF THE FOUNDATION EXCAVATIONS. 6. GRADING FOR HARDSCAPE AREAS SHALL CONSIST OF REMOVAL AND RECOMPACTION OF LOOSE SURFICIAL SOILS. REMOVAL DEPTHS ARE ESTIMATED AT ONE FOOT. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH PREVIOUSLY SPECIFIED METHODS. QROFESS/Q q 4� MOUSs9�Y� = No. 44560 Z Exp. 3-31-2018 �T9TF OF I CAL1F0��\P PLANS PREPARED UNDER SUPERVISION OF PROJECT DATA OWNER: RANDY AND SANDY DAVIS PLAN 9400 ALMOND STREET LAND PLANNERS ALTA LOMA, CA 91737 SS LINDA ISLE (951) 232-3179 ARCHITECT: SAITO DESIGN GROUP, INC NEWPORT BEACH, CALIFORNIA, 20803 VALLEY BLVD., SUITE 105 ONSULTANTS WALNUT, CA 91789 (909) 595-4600 ENGINEER: LAND DEVELOPMENT CONSULTANTS APPROVED: 1520 BROOKHOLLOW DRIVE, SUITE 33 7620 BFtOOKHOLLOW ORIN/E, SUITE SS SANTA ANA, CA 92705 (714) 557-7700 SANTA ANA, CA (714) 557-7700 (714) (714) 557-7707 FAX PROJECT ADDRESS: 88 LINDA ISLE, NEWPORT BEACH, CA THOMAS GUIDE: 889-137 A. P. N'S: 050-451-12 EXISTING LAND USE: SINGLE FAMILY RESIDENTIAL GROSS PROJECT AREA 8,375 SQ. FT. = 0.192 ACRES SHEET INDEX: 1. TITLE SHEET / GENERAL NOTES 2. TOPOGRAPHIC SURVEY 3. DEMOLITION PLAN 4. GRADING PLAN 5. EROSION AND SILTATION CONTROL PLAN L OCA T/O/V MAP ( NO SCALE ) CITY OF NEWPORT BEACH GRADING PLAN PLOTTED BY: ML HERSEL MOUSSA-ZAHAB, P.E. R.C.E. 44560 EXP. 3/31/18 DATE DATE: 08 -31 - ML JOB NO. 571 25 GRADING AND DRAINAGE PLAN AND LAND PLANNERS SS LINDA ISLE EVELOPMENT SURVEYORS NEWPORT BEACH, CALIFORNIA, 92660 ONSULTANTS CIVIL ENGINEERS DESIGNED BY: ML APPROVED: 7620 BFtOOKHOLLOW ORIN/E, SUITE SS DATE: 06-02-17 SANTA ANA, CA (714) 557-7700 (714) 02705 557-7707 FAX DRAWN BY: ML DATE: 06-02-17 DATE LATEST CHANGES BY: ML SHEET DATE: 08-31-17 1 OF 5 PLOTTED BY: ML HERSEL MOUSSA-ZAHAB, P.E. R.C.E. 44560 EXP. 3/31/18 DATE DATE: 08 -31 - ML JOB NO. 571 25 LEGEND: BBQ BAR-B-QUE CAVLT CABLE TV VAULT CATVPB CABLE TV PULLBOX EC EDGE OF CONCRETE EG EXISTING GROUND FF FINISHED FLOOR FH FIRE HYDRANT FL FLOWLINE FS FINISHED SURFACE GM GAS METER LIP LIP OF GUTTER PIL PILASTER SMH SEWER MANHOLE TS TOP OF STEP TW TOP OF WALL WM WATER METER 1'WALL RAILING . CA SET N&T LS 7993 AT PROPERTY CORNER II ,INDA ISLE BENCH MARK: N134-39-77 ELEVATIONS FOR THIS SURVEY ARE BASED ON THE COUNTY OF ORANGE BENCHMARK NO. NB4-39-77 3-3/4" OCS ALUMINUM DISK SET IN THE NE CORNER OF A 4.3' BY 4.8' CONCRETE CATCH BASIN IN THE SE CORNER OF THE INT OF BAYSIDE DR AND HARBOR ISLAND DR, 64.6' EASTERLY OF THE C/L OF HARBOR ISLAND DR AND 38' SOUTHERLY OF C/L OF BAYSIDE DR. ELEVATION = 10.859 FEET. BASIS OF BEARINGS N0. THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N88°19'56"E OF THE C/L OF LINDA ISLE AS SHOWN ON MAP FILED IN BOOK 138 PAGES 13-19 IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. REVISIONS DESCRIPTION ml L OCA T/OM MAP ( NO SCALE ) SITE DATA: PREPARED FOR: SAITO DESIGN GROUP, INC. 20803 VALLEY BLVD., SUITE 105 WALNUT, CA 91789 (909) 595-4600 PREPARED BY: LAND DEVELOPMENT CONSULTANTS 1520 BROOKHOLLOW DRIVE, SUITE 33 SANTA ANA, CA 92705 (714) 557-7700 APN: 050-451-12 PROJECT ADDRESS: 88 LINDA ISLE USE CODE: SINGLE FAMILY RESIDENTIAL PROJECT AREA: 8,375 SQ. FT. = 0.192 ACRES LEGAL DESCRIPTION: LOT 88 OF TRACT NO. 4003, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 138, PAGES 13 THROUGH 19 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. PREPARED U,�1DER MY SUPERVISION: \�� SEN v No. 7993 �ENNY/XGUYETT, P.L.S. 7993 k Exp. 12/31/18 LICENSE EXPIRED 12/31/2018 `r\);. 0. NOTE: SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE START OF GRADING. T----------------- N88°19'56"E (BASIS OF BEARINGS PER MAP OF TRACT NO. 4003, M.M. 188/13-19) PREPARED FOR: DATE APPROVED SAITO DESIGN GROUP, INC 20803 VALLEY BLVD. SUITE 105 WALNUT, CA 91789 (909) 595-4600 (909) 595-4400 FAX 10 0 111111 PLANS PREPARED UNDER SUPERVISION OF: GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch =10 ft. AND EVELOPMENT ONSULTANTS 40 10.54 R----7 IM INV (-6.47' S® / / i CITY OF NEWPORT BEACH GRADING PLAN TOPOGRAPHIC SURVEY LAND PLANNERS SS LINDA ISLE SURVEYORS NEWPORT BEACH, CALIFORNIA, 92660 CIVIL ENGINEERS 7620 BFtOOKHOLLOW ORIN/E, SUITE SS SANTA ANA, CA 02705 (714) 557-7700 (714) 557-7707 FAX HERSEL MOUSSA—ZAHAB, P.E. R.C.E. 44560 EXP. 3/31/18 DATE DESIGNED BY: ML DATE: 06-02-17 DRAWN BY: ML DATE: 06-02-17 LATEST CHANGES BY: ML DATE: 08-31-17 PLOTTED BY: ML DATE: 08-31-17 APPROVED: DATE SHEET 2 OF 5 JOB NO. 571 20 LEGEND: 1'M/All IM/IT nCnnDATIVC DEMOLITION NOTES 1'WALL WITH - 9g 4 TI��D f ;� e.°' I e qFs 9. UNDER CONSTRUCTIONPROTECT '6 o IN PLACE. DECORATIVE 16 , LDORIi Ec RA/LING x'9`35- ° �� °30 l 93FEc eL°c Ec P ° \ g � � @ DEMOLISH EXISTING HOUSE. cc 35 el�oe36c e?°c 3o g sM2Fc 9. Ec E E c 9. c ec cc �EX 5' HIGH CMU WALL 3 934 y32 ° \� 93d 9�Ec E� 93ti� gZ: 9 s,a � 3 REMOVE EXISTING TREE/PLANTS. / s+ c Ec LANDSCAPED ec 93 9-10 ® REMOVE EXISTING TILE PAVEMENT. Sao cc Ec 4"TREE UNDER 9F5 z sE j 9 % 9E 3 CONSTRUCTION 0 REMOVE AND DISPOSE OF EXISTING SWIMMING POOL. © REMOVE AND DISPOSE OF EXISTING JACUZZI. TILED 1pp0 \ 72"FALM FLOORING ! 3 " V / REMOVE EXISTING BAR -B -O. � I � - BOTTOM OF SLOPE ELEVATION r�,�/// e ,° ® SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE. 1' WALL WTH DECORARVEI % PALM jp4° Ec RAILING AROUND EDGE OFOI i j 12"PALM O9 REMOVE AND DISPOSE OF EXISTING ROCK/BRICK SIDEWALK. EX. HOUSE 2 ,°.5 °°' CAN77LEVERED DECK j / � �" °z� i� ExISnNG 10 REMOVE EXISTING WALLS. 3ti i EXISTING '0 03]>° 5 \ HOUSE 11 BLED FLOOR/NG 1 j �� HOUSE EQ +� 35 PROTECT IN PLACE GAS METER. 3 ° 10'°'°` 1@ PROTECT IN PLACE WATER METER. % // /� \'3 13 °°5e ,033 SAWCUT AND REMOVE EXISTING AC/AB PAVEMENT AS NEEDED 6c 1o.33FsFS 1E c FOR SEWER CLEAN OUT AND WATER METER INSTALLATION. A. C. - ASPHALT CONCRETE Atial5 o6ec �/ 9 2"TREES A.M.P. W A �seos - AMERICAN BLIC WORKS ASSOCIATION i�� 3,F0 ° o / 3 pIT - BENCH MARK 7 9��`s0 / o��/ ° B.O.F. s - BOTTOM OF FOOTING ELEVATION p eao % ° ° 0J0 0'0 10'q�� B.O.S. - BOTTOM OF SLOPE ELEVATION r�,�/// e �� '�� B. W. - BACK OF WALK ELEVATION ��. 9FXISTING , !, DECORATIVE WALL co'r<,8 SHOUSE C. B. I - CATCH BASIN 999 99� - 0 B.IIMING OVERHANG c 10 C.F. IL - CURB FACE/ ��—FS 99 �6 sF� �i F C.I.P. - CAST IRON PIPE EXISTING O'sE01U� �/, I ° C/L — CENTERLINE / 2 EX. HOUSE HousE F�ff, �:o s � T C.L.F. — CHAIN LINK FENCE / 6'WA.LL ° s 06 '° � C. & G. — CURB & GUTTER 18 TREE low � I NNTREE `� p3F " 12"TREE C. 0. — CLEANOUT �� 10 ?12�PaLM CONC. — CONCRETE / �� D/A / — DRIVEWAY APPROACH \ i / 2"TREE i �� z 72"TREE 3 / BRICK A D. L. - DAYLIGHT LINE / °tip �� i ) s \��6'WALL D. S. - DOWN SPOUT ExisriNc � l ��%a> �� ToCURB ��6 rc " TL DWY. - DRIVEWAY HousE ",� E. C. U"3 - END CURVE / i EX. HOUSE 2 9 IEG E.V.C. - END VERTICAL CURVE / 22 as °j2 caruPs /ool / BRICK CURB EX. - EXISTING / 1— moi, BRIRBs��°�,, x F. F. / p9C�S I�s - FINISH FLOOR ELEVATION F� // 9 \° F.H. — FIRE HYDRANT 6'WALL ,�'py 8s� :o_'z_Fs� 10" ,00eFs 6'1ILM TREE F. L. - FLOWLINE ELEVATION / g• 10,TING / ofi oev ausrER T� x ER F. S. G3 / — FINISHED SURFACE ELEVATION 3., l 0 Ly �� i nsic � i°69F5 GAR 3 -GAR GARAGE G.B. - GRADE BREAK / it °FS � i 3�0 ,o. ii 03iL � G.M. — GAS METER avec i sots //� H. L. - HOUSE LATERAL / IC�7l 87 o / e, c Upes '::3s'"Pd M H.P. - HIGH POINT ELEVATION UNDER CONSTRUCTION r 7 / X85 �`Fo �i 0,6, Fs TREE INV. - INVERT ELEVATION 9 l% �� 11 / CLUSTER o/ CLUSTLR L. P. - LOW POINT ELEVATION 0 G / ooFa6 '�p0 ,o •� ✓ 6"PALM TREE o ausTER s cauLT M/B — MAILBOX \ c MH. — MANHOLE / 4 i /� �� s"PALM TREE_ O.H.W. — OVERHEAD WIRE(S) ExisnNG oT i / ° P/A — PLANTER AREA HousE GM �i / X PAVED BRICK moi/ "x P. B. - PULL BOX j0� 12 a ozr o o° DR ssF °= DRIVEWAY & WALKWAY � PKWY. - PARKWAY 8'WALL .� � j � ° 6� a� �� TO REMAIN P.L. - PROPERTY LINE�0s�e� qe �� moo EX. 8" WATER MAIN P. P. POWER POLE 8"TREE ,p83rc °.,s 25F�s P P.R.C. — POINT OF REVERSE CURVE 12"TREE 0 D/RT'. S ---------------------------- EX SEWER o \ WM 36"PALM j ° SEWER __{ ------ --- PVMT. - PAVEMENT \ a,95e 10J71IP LATERAL WN �� R.C.P. - REINFORCED CONCRETE PIPE �� ra3 0 ' TO REMAIN °�aa� ISLE R.D. - ROOF DRAIN ��\ , ; -- LINDA R.L. - RIDGE LINE EC _ — - R/W - RIGHT-OF-WAY 10z 2 / - I EX WATER �� _ ii �\ �� S.D. - STORM DRAIN I _,0S3�p SERVICE � es3c �� EX 8" SEWER MAIN S.D.MH. - STORM DRAIN MANHOLE s"PALM TREE ` I TO REMAIN � , s S.G. - SUB -GRADE ELEVATION ,� i� g„pM BE --------------------- CLUSTER- ccusrER � I �'--------------------------- SAH. S.MH. - SEWER MANHOLE ai --; - S.S. - SANITARY SEWER 6"PALM TREE ,,., �� 13/2) 3 SM�' tc STA. - STATION CLUSTER 1t T n.0ac �g Opp S/W - SIDEWALK to, 1O.61up T. C. - TOP OF CURB ELEVATION------------- --- i -- f I FH T. G. - TOP OF GRATE ELEVATION ----_ 1061LIP T.O.F. - TOP OF FOOTING ELEVATION/ io:"o' EH T. S. - TRAFFIC SIGNAL :05:F T. W. - TOP OF WALL ELEVATION 105J OPi ,o 7zur V.C. - VETICAL CURVE 0' 'P W.I. - WROUGHT IRON % „8F W.M. - WATER METER >>z'rc W. V. - WATER VALVE (421.8) - EXISTING ELEVATION BENCH MARK: N64-39-77 ELEVATIONS FOR THIS SURVEY ARE BASED ON THE COUNTY OF ORANGE BENCHMARK NO. NB4-39-77 3-3/4" OCS ALUMINUM DISK SET IN THE NE CORNER OF A 4.3' BY 4.8' CONCRETE CATCH BASIN IN THE SE CORNER OF THE INT OF BAYSIDE DR AND HARBOR ISLAND DR, 64.6' EASTERLY OF THE C/L OF HARBOR ISLAND DR AND 38' SOUTHERLY OF C/L OF BAYSIDE DR. BASIS OF BEARINGS REVISIONS PREPARED FOR: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N88°19'56"E OF NO. DESCRIPTION BY DATE APPROVED SAITO DESIGN GROUP, INC THE C/L OF LINDA ISLE AS SHOWN ON MAP FILED IN BOOK 138 PAGES 20803 VALLEY BLVD. 13-19 IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. SUITE 105 WALNUT, CA 91789 ESS 0No. 44560 c xp. 3-31-2018 PLANS PREPARED UNDER SUPERVISION OF: m n AND 5 GRAPHIC SCALE 10 20 ( IN FEET ) 1 inch =10 ft. 40 LAND PLANNERS L OCA T/O/V MAP ( NO SCAILE ) CITY OF NEWPORT BEACH GRADING PLAN DEMOLITION PLAN 88 LINDA ISLE EVELOPMENT SURVEYORS NEWPORT BEACH, CALIFORNIA, 92660 ONSULTANTS CIVIL ENGINEERS DESIGNED BY: ML APPROVED: 1520 BROOKHOLLOW DRIVE, SUITE 33 DATE: 06-02-17 SANTA ANA, CA 92705 (714) 557-7700 (7143 557-7707 FAX DRAWN BY: ML DATE: 06-02-17 LATEST CHANGES BY: ML DATE: 08-31-17 PLOTTED BY: ML DATE SHEET 3 OF 5 ELEVATION = 10.859 FEET. (909) 595-4600 (909) 595-4400 FAX HERSEL MOUSSA—ZAHAB, P.E. R.C.E. 44560 EXP. 3/31/18 DATE DATE: 08-31-17 1 1 JOB NO. 571 27 Temporary Excavation Along Property Lines WALL OR P.L. NEW FTG W 3' /-1 (24) /-- TEMPORARY SLOPE DENGHING 1.1 PROJECTION OVER EXCAVATION EXCAVATION DETAIL N.T.S: Geotechnical Engineering Investigation Work Order 529317-01 88 Linda Isle Newport Beach, California Plate No. 4 COAST GEOTECHNICAL, INC. TEMPORARY EXCAVATION ALONG PROPERTY LINES N.T.S. LEGEND: A. C. - ASPHALT CONCRETE B. M. - BENCH MARK B. W. - BACK OF WALK ELEVATION C. B. - CATCH BASIN C. F. - CURB FACE C.I.P. - CAST IRON PIPE C/L - CENTERLINE C.L.F. - CHAIN LINK FENCE C. & G. - CURB & GUTTER CMU - CONCRETE MASONRY UNIT C. 0. - CLEANOUT CONIC. - CONCRETE D/A - DRIVEWAY APPROACH D. L. - DAYLIGHT LINE D. S. - DOWN SPOUT DWY. - DRIVEWAY E. C. - END CURVE E.V.C. - END VERTICAL CURVE EX. - EXISTING F. F. - FINISH FLOOR ELEVATION F. H. - FIRE HYDRANT F. L. - FLOWLINE ELEVATION F. S. - FINISHED SURFACE ELEVATION G. B. - GRADE BREAK G. M. - GAS METER H. L. - HOUSE LATERAL H. P. - HIGH POINT ELEVATION INV. - INVERT ELEVATION L. P. - LOW POINT ELEVATION M/B - MAILBOX MH. - MANHOLE O.H.W. - OVERHEAD WIRE(S) P/A - PLANTER AREA P. B. - PULL BOX PKWY. - PARKWAY P. L. - PROPERTY LINE P. P. - POWER POLE P.R.C. - POINT OF REVERSE CURVE PVMT. - PAVEMENT R.C.P. - REINFORCED CONCRETE PIPE R. D. - ROOF DRAIN R. L. - RIDGE LINE R/W - RIGHT-OF-WAY S. D. - STORM DRAIN S.D.MH. - STORM DRAIN MANHOLE S. G. - SUB -GRADE ELEVATION SAH. - SEWER MANHOLE S.S. - SANITARY SEWER STA. - STATION S/W - SIDEWALK T. C. - TOP OF CURB ELEVATION T.G. - TOP OF GRATE ELEVATION T.O.F. - TOP OF FOOTING ELEVATION T. S. - TRAFFIC SIGNAL T. W. - TOP OF WALL ELEVATION V. C. - VETICAL CURVE W.I. - WROUGHT IRON W.M. - WATER METER W. V. - WATER VALVE (421.8) - EXISTING ELEVATION PL EXISTING WALL i PROPOSED TO REMAIN BUILDING BUILDING LINE 2% MIN. 4' EXISILRGE �I is TGF -H 10.00 FF j �-- Q EXISTING NEIGHBOR 11 BO OM OF EXCAVATION FINISH SURFACE 16 3 LIMIT OF 1:1 TEMPORARY 7 EXCAVATION SLOPE SECTION A— A SCALE: 1 INCH = 1 O FT PL PROPOSED 88 LINDA ISLE EVELOPMENT SURVEYORS BUILDING LINE ONSULTANTS CIVIL ENGINEERS DESIGNED BY: ML APPROVED: ±7.: EXISTING SANTA ANA, CA 92705 (714) 557-7700 (7143 557-7707 FAX GRADE �10 DRAWN BY: ML DATE: 06-02-17 10.00 FF _L _ LATEST CHANGES BY: ML tH_,V1 BOTTOM OF EXCAVATION 4 OF LIMIT OF: 3 EXCAVATION XISTING WALL 0 REMAIN MIN. 'E _EXISTING NEIGHBOR FINISH SURFACE 1 TEMPORARY SECTION B— B SCALE: 1 INCH = 1 O FT. BENCH MARK: NB4-39-77 ELEVATIONS FOR THIS SURVEY ARE BASED ON THE COUNTY OF ORANGE BENCHMARK NO. NB4-39-77 3-3/4" OCS ALUMINUM DISK SET IN THE NE CORNER OF A 4.3' BY 4.8' CONCRETE CATCH BASIN IN THE SE CORNER OF THE INT OF BAYSIDE DR AND HARBOR ISLAND DR, 64.6' EASTERLY OF THE C/L OF HARBOR ISLAND DR AND 38SOUTHERLY OF C/L OF BAYSIDE DR. ELEVATION = 10.859 FEET. I CA PROPERTY EX V WALL WITH DECORATIVE [1� EXISTING GRADE EX V WALL WITH DECORATIVE RAILING AROUND EDGE OF CANTILEVERED DECK TO REMAIN WATER LEVEL ±10 NG LINE 10.00 FF BOTTOM OF EXCAVATION LIMIT OF EXCAVATION SECTION C— C SCALE: 1 INCH = 1 O FT. BASIS OF BEARINGS N0. THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N88°19'56"E OF THE C/L OF LINDA ISLE AS SHOWN ON MAP FILED IN BOOK 138 PAGES 13-19 IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. SUMP PUMP DETAIL SCALE: N.T.S. "NDS" #1221 WITH SQUARE FI"T ^nA= P.V.C. RISER (LENGTH VAR 3/4" CRUSHI WITH FILTER CLOTH 2' DETAIL NO. 2 N.T.S. REVISIONS PREPARED FOR: DESCRIPTION BY DATE APPROVED SAITO DESIGN GROUP, INC 20803 VALLEY BLVD. SUITE 105 WALNUT, CA 91789 (909) 595-4600 (909) 595-4400 FAX EX. 8" WATER MAIN --------------------------- ,INDA ISLE E -- EX. 8" SEWER MAIN ----------------------- 0 9k ESS = No. 44560 c 0� Exp. 3-31-2018 CONSTRUCTION NOTES: L OCA T/O/V MAP ( NO SCALE ) O CONSTRUCT 4" MINIMUM PCC SIDEWALK. ENHANCED CONCRETE PAVING WITH 12" WIDE INTEGRAL COLOR CONCRETE BANDS PER ARCHITECTURAL PLANS. O PCC PAVEMENT CONTACT JOINTS BETWEEN NEW CONSTRUCTION AND EXISTING CONSTRUCTION ARE TO BE CONSTRUCTED PER DETAIL NO. 1 HEREON. O CONSTRUCT 4" MINIMUM PCC SIDEWALK. NATURAL COLOR CONCRETE WITH BROOM FINISH PER ARCHITECTURAL PLANS. O CONSTRUCT COLORED PADS WITH STONE PAVERS PER LANDSCAPE PLANS. O CONSTRUCT 18" HIGH SEATWALL WITH STONE VENEERING PER ARCHITECTURAL PLANS. O6 INSTALL 3' HIGH GATE PER ARCHITECTURAL PLANS. O7 INSTALL 4" PVC SCHEDULE 40 DRAIN PIPE. SLOPE PER PLAN. O8 INSTALL 4" NDS #910B ROUND BRASS GRATE WITH PVC FITTINGS, GRATE TO BE ADA COMPLIANT AND HEEL PROOF. O9 INSTALL DRYWELL WITH 12"x12" NDS STD. #1221 MIN. AND 12"x12" SQUARE BRASS GRATE NDS STD. 12308 PER DETAIL NO. 2 HEREON. 10 LANDSCAPING PER ARCHITECTURAL PLANS. 11 INSTALL 4" NDS #78B BRASS ATRIUM DRAIN IN LANDSCAPE AREA. 12 INSTALL 4" TRITON MINI-GT4 INLET FILTER BY REM INC. OR APPROVED EQUAL. 13 INSTALL 4" PVC (SCHEDULE 40). SEE DETAIL N0, 3 HEREON. 14 CONSTRUCT BRICK PAVING TO MATCH EXISTING DRIVEWAY. 15 INSTALL SUMP PUMP PER MANUFACTURER SPECIFICATIONS PER SEPARATE PLAN. FIELD VERIFY LOCATION.SEE DETAIL NO. 15 HEREON. 16 INSTALL 3" PVC FOR SUMP PUMP EJECTION, PER MANUFACTURER SPECIFICATIONS PER SEPARATE PLAN. 17 INSTALL SEWER CLEANOUT ON THE EXISTING SEWER LATERAL PER STD -406-11, WITH A TRAFFIC -GRADE BOX AND COVER. 18 FLAG STONE PAVING PER LANDSCAPE PLANS. 19 DOWNSPOUT LOCATION PER ARCHITECTURAL PLANS. 20 INSTALL 4" DOWNSPOUT FILTER FG-DS4 BY FLOGARD OR APPROVED EQUAL. 21 EXISTING WATER METER TO REMAIN. 22 RECONSTRUCT AC/AB PAVEMENT TO MATCH EXISTING. 23 INSTALL WATER METER ON THE EXISTING WATER LATERAL PER STD -502-11, WITH A TRAFFIC -GRADE BOX AND COVER. 24 INSTALL 3" PVC SCHEDULE 40 DRAIN PIPE. SLOPE PER PLAN. 25 INSTALL 3" PVC (SCHEDULE 40). SEE DETAIL NO. 3 HEREON. 26 INSTALL ULTRA -DRAIN GUARD ANTIMICROBIAL FILTER POUCH FROM ULTRA TECH, PART # 9376 OR APPROVED EQUAL. GRADING LEGEND D— ENHANCED CONCRETE PAVING — NATURAL COLOR CONCRETE WITH MEDIUM BROOM FINISH -941 — WATER FLOW PATH ® — AREA DRAIN ® — ATRUIM DRAIN — NEW RETAINING WALL 41$ Min. French dre perforation ®bottom. - NEW SCREEN WALL 3/4, Crushed Rock — EXISTING 5' BLOCK WALL D- LANDSCAPE AREA Filter Cloth Lap 12" ®Top DETAIL NO. 3. N.T.S. NEW CONSTRUCTION EXISTING CONSTRUCTION 3/8' EXPANSION ALL BARS TO BE JOINT MATERIAL EPDXIED INTO PLACE :..:.:,'.4.:, :.',:.'4.'_'.. _".4;,3/4' q #4 SMOOTH BARS @ 18' O.C. 12' -1 f SII \—EPDXY SHALL CONFORM TO STATE OF CALIFORNIA SPECIFICATION 804-21M-08 AND BE USED IN STRICT ACCORD GRAPHIC SCALE WITH THE MANUFACTURER'S DETAIL NO. 1 PRINTED INSTRUCTIONS. 10 0 5 10 20 40 N.T.S. PLANS PREPARED UNDER SUPERVISION OF: ( IN FEET ) 1 inch =10 ft. CITY OF NEWPORT BEACH GRADING PLAN GRADING AND DRAINAGE PLAN AND LAND PLANNERS 88 LINDA ISLE EVELOPMENT SURVEYORS NEWPORT BEACH, CALIFORNIA, 92660 ONSULTANTS CIVIL ENGINEERS DESIGNED BY: ML APPROVED: 1520 BROOKHOLLOW DRIVE, SUITE 33 DATE: 06-02-17 SANTA ANA, CA 92705 (714) 557-7700 (7143 557-7707 FAX DRAWN BY: ML DATE: 06-02-17 DATE LATEST CHANGES BY: ML SHEET DATE: 08-31-17 4 OF PLOTTED BY: ML HERSEL MOUSSA—ZAHAB, P.E. R.C.E. 44560 EXP. 3/31/18 DATE DATE: 08-31-17 JOB NO. 571 �g EROSION CONTROL BMPs EC -1 SCHEDULING EC -5 SOIL BINDERS WE -1 WIND EROSION CONTROL * REFER TO 2009 CASQA HANDBOOK FOR CONSTRUCTION SEDIMENT CONTROL BMPs SE -1 SILT FENCE SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING AND VACUUMING SE -10 STORM DRAIN INLET PROTECTION TC -1 STABILIZED CONSTRUCTION ENTRANCE & EXIT TC -2 STABILIZED CONSTRUCTION ROADWAY TC -3 ENTRANCE OUTLET TIRE WASH * REFER TO 2009 CASQA HANDBOOK FOR CONSTRUCTION TRACKING CONTROL BMPs NS -1 WATER CONSERVATION PRACTICES NS -3 PAVING & GRINDING OPERATIONS NS -6 ILLICIT CONNECTION / DISCHARGE NS -9 VEHICLE & EQUIPMENT FUELING NS -10 VEHICLE & EQUIPEMENT MAINTENANCE WM-1 MATERIAL DELIVERY & STORAGE WM-2 MATERIAL USE WM-3 STOCKPILE MANAGEMENT WM-4 SPILL PREVENTION & CONTROL WM-5 SOLID WASTE MANAGEMENT WM-6 HAZARDOUS WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY WASTE MANAGEMENT WM-10 LIQUID WASTE MANAGEMENT * REFER TO 2009 CASQA HANDBOOK FOR CONSTRUCTION BENCH MARK: NB4-39-77 ELEVATIONS FOR THIS SURVEY ARE BASED ON THE COUNTY OF ORANGE BENCHMARK NO. NB4-39-77 3-3/4" OCS ALUMINUM DISK SET IN THE NE CORNER OF A 4.3' BY 4.8' CONCRETE CATCH BASIN IN THE SE CORNER OF THE INT OF BAYSIDE DR AND HARBOR ISLAND DR, 64.6' EASTERLY OF THE C/L OF HARBOR ISLAND DR AND 38' SOUTHERLY OF C/L OF BAYSIDE DR. 3&ltQSlaN ALN" SX1L'rrALqrXaN CQNqr3Etalffwr 1P31.eALN 88 LINDA ISLE IN THE CITY OF NEWPORT BEACH COUNTY OF LOS ANGELES, STATE OF CALIFORNIA EX CANT EX V WALL WITH DECORATIVE BASIS OF BEARINGS N0. THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N88°19'56"E OF THE C/L OF LINDA ISLE AS SHOWN ON MAP FILED IN BOOK 138 PAGES 13-19 IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. REVISIONS PREPARED FOR: DESCRIPTION BY DATE APPROVED SAITO DESIGN GROUP, INC 20803 VALLEY BLVD. SUITE 105 WALNUT, CA 91789 ELEVATION = 10.859 FEET. I i i i i i 1 (909) 595-4600 (909) 595-4400 FAX EX. 8" WATER MAIN --------------------------- LINDA ISLE EX. 8" SEWER MAIN ------------------ ------- ---- ------- ESS No. 44560 Exp. 3-31-2018 PLANS PREPARED UNDER SUPERVISION OF: CONSTRUCTION NOTES: 1O PLACE SINGLE ROW OF SANDBAGS 2 BAGS HIGH PER DETAIL HEREON. MIN. 12" HIGH. 2O PLACE CHECK DAM PER DETAIL HEREON. 3O INSTALL SILT FENCE PER CASQA STD. SE -1. w � PROJECT 0 = SITE, a � m LINDA ISLE L OCA T/O/V MAP ( NO SCAILE ) NOTES: CPPP REPORT TO BE AT CONSTRUCTION SITE AT ALL TIMES AND UPDATED AS REQUIRED DURING CONSTRUCTION. SECTION ELEVATION SECTION SINGLE ROW SANDBAG DETAIL (NO SCALE) SECTION ELEVATION GRAPHIC SCALE ( IN FEET ) 1 inch =10 ft. AND EVELOPMENT * ** 4" DIA. AT 10' O.C. z�N SECTION * HEIGHT OF CHECK DAM SHOULD NOT EXCEED 3 FEET. ** PROVIDE AN EXTRA ROW OF SANDBAGS FOR EVERY ROW OF SANDBAGS 3 SANDBAGS HIGH. n CHECK DAM DETAIL �J (NO SCALE) CITY OF NEWPORT BEACH EROSION AND SILTATION CONTROL PLAN LAND PLANNERS 88 LINDA ISLE SURVEYORS NEWPORT BEACH, CALIFORNIA, 92660 ONSULTANTS CIVIL ENGINEERS 1520 BROOKHOLLOW ORIN/E, SUITE 33 SANTA ANA, CA 92705 (714) 557-7700 (714) 557-7707 FAX HERSEL MOUSSA-ZAHAB, P.E. R.C.E. 44560 EXP. 3/31/18 DATE DESIGNED BY: ML DATE: 06-02-17 DRAWN BY: ML DATE: 06-02-17 LATEST CHANGES BY: ML DATE: 08-31-17 PLOTTED BY: ML DATE: 08-31-17 APPROVED: DATE SHEET 5 OF 5 JOB NO. 571 ::�9 1'WALL N RAILING Ar CAN I / / / / / / / / / / / / / / / / LEGEND: BBQ BAR-B-QUE CAVLT CABLE TV VAC CA TVPB CABLE TV PUL l Iv. lµ^w x.aetM pera �i,V �xxr rm N, aua,l qfv+a^ rr4v FI Iv a erm�@3 f pl v re+m„ na rq plv I vn, v le la, � xsW ung I� �orGrr� _m, rc+ :,lain �� h .rmarrm.r i APN: 050-451-12 88 LINDA ISLE IN THE CITY OF NEWPORT BEACH COUNTY OF ORANGE, STATE OF CALIFORNIA GRAPHIC SCALE 10 5 0 10 20 ( IN FEET ) 1 inch = 10 ft. ,INDA ISLE EC EDGE OF CONCRETE EG EXISTING GROUND FF FINISHED FLOOR FH FIRE HYDRANT FL FLOWLINE FS FINISHED SURFACE GM GAS METER LIP LIP OF GUTTER PIL PILASTER SMH SEWER MANHOLE IS TOP OF STEP TW TOP OF WALL WM WATER METER N88'19'56'E (BASIS OF BEARINGS PER MAP OF TRACT N0. 4003, M.M. 188/13-19) SITE DATA: PROJE <SITE NU 5U ALC PREPARED FOR: SAITO DESIGN GROUP, INC. 20803 VALLEY BLVD., SUITE 105 WALNUT, CA 91789 (909) 595-4600 PREPARED BY: LAND DEVELOPMENT CONSULTANTS 1520 BROOKHOLLOW DRIVE, SUITE 33 SANTA ANA, CA 92705 DATE: 3/20/17 (714) 557-7700 APN: 050-451-12 PROJECT ADDRESS: 88 LINDA ISLE USE CODE: SINGLE FAMILY RESIDENTIAL PROJECT AREA: 8,375 SQ. FT. = 0.192 ACRES LEGAL DESCRIPTION: LOT 88 OF TRACT NO. 4003, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 138, PAGES 13 THROUGH 19 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. I BENCH MARK= O.C.S.B.M. N134-39-77 3-3/4" OCS ALUMINUM DISK SET IN THE NE CORNER OF A 4.3' BY 4.8' CONCRETE CATCH BASIN IN THE SE CORNER OF THE INT OF BAYSIDE DR AND HARBOR ISLAND DR, 64.6' EASTERLY OF THE C/L OF HARBOR ISLAND DR AND 38' SOUTHERLY OF C/L OF BAYSIDE DR. ELEVATION = 10.859 FEET. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N88`19'S6"E OF THE C/L OF LINDA ISLE AS SHOWN ON MAP FILED IN BOOK 138 PAGES 13-19 IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY. REVISIONS PREPARED FOR: SAITO DESIGN GROUP, INC 20803 VALLEY BLVD., SUITE 105 WALNUT, CA 91789 (909) 595-4600 QROFESS1pN ego �\6uw 4�� y �9=tic - i No. 44560 m * Exp.3-31-2018 * sSz Tqr plv1- R��P FOF CAO AND LAND PLANNERS EVELOPMENT SURVEYORS ONSULTANTS CIVIL ENGINEERS 14520 BROOKHOLLOW DRIVE, SUITE 33 SANTA ANA, CALIFORNIA, 92705 C71-4)55455 C7�) 7-7700 C713 7-7707 FAX DATE: 3/20/17 CITY OF NEWPORT BEACH NO. DESCRIPTION BY DATE APPROVED DESIGNED: TOPOGRAPHIC SURVEY APN.• 050-451-12 88 LINDA ISLE SHEET 1 OF 1 DRAF ED: CHECKED: JOB NO. 571 so ZONING ADMINISTRATOR -DECEMBER 14, 2017 ITEM NO. 5A -ADDITIONAL MATERIALS RECEIVED—Staff DAVIS RESIDENCE (PA2017-085) Fact in Support of Finding: 1. Linda Isle is a private, 107 -lot single-family community created in 1933, and developed in the 1960s. A gated bridge connects the island to the mainland at Bayside Drive. As the project site is not located between the nearest public road and the sea or shoreline, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. 2. 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. The project involves the demolition of a single-family residence and the construction of a new single-family residence. Therefore, there is no change in land use and the proposed increases in floor area, height and bulk will not result in any significant adverse impacts to public recreation, access or views or otherwise diminish the public's use of the ocean, harbor, bay, channels, estuaries, salt marshes, sloughs, beaches, coastal parks, trails, or coastal bluffs. 3. The closest Public Viewpoint is located near Bayside Drive and Harbor Island Drive, approximately 1,500 feet from the property. The proposed residence is located near Coast Highway and Bayside Drive, which are both Coastal View Roads, as designated in the Coastal Land Use Plan. Due to the distance of the proposed development from the public viewpoint and the project's compliance with height, setbacks, the project will not impact coastal views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-035, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. 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 in accordance with the provisions of Title 21 Local Coastal 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 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 14TH DAY OF DECEMBER, 2017. Patrick J. Alford, Zoning Administrator