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HomeMy WebLinkAbout04_1820 West Ocean Front CDP_PA2017-233CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: 1820 West Ocean Front Residence (PA2017-233) SITE LOCATION: 1820 West Ocean Front Coastal Development Permit No. CD2017-100 APPLICANT: 1820 W. Ocean Front, LLC OWNER: 1820 W. Ocean Front, LLC PLANNER: Liane Schuller, Contract Planner 949-644-3237, Ischuller@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT January 11, 2018 Agenda Item No. 4 • General Plan: RM (Multiple Unit Residential) • Zoning District : RM (Multi -Unit Residential) • Coastal Land Use Category: RM -E (Multiple Unit Residential - 30.0 - 39.9 DU/AC) • Coastal Zoning District: RM (Multi -Unit Residential) PROJECT SUMMARY The applicant requests a coastal development permit (CDP) to demolish an existing two- story, single-family residence and construct a new 4,570 -square -foot, three-story duplex with two attached garages and two carports. The project includes hardscape, landscape, low patio walls, and subsurface drainage facilities all within the confines of the private property. The design complies with all applicable development standards and no deviations are requested. All improvements are shown on the attached project plans (Attachment No. ZA 4). 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. CD2017-100 (Attachment No. ZA 1). 1 DISCUSSION Land Use and Development Standards • The 3,525 -square -foot project site is located in the RM Zoning District, which allows a maximum of two residential dwelling units on a single legal lot less than 5,000 square feet in size. The project is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required and the project is not eligible for a Waiver for De Minimis Development as the property is located in the Appeal Area. • The property consists of one legal lot containing an existing two-story, single-family residence. The neighborhood is predominantly developed with two- and three-story residential structures. The design, bulk, and scale of the proposed development is consistent with the existing and anticipated neighborhood pattern of development. The proposed duplex 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 • A project -specific Coastal Hazard and Wave Runup Study was prepared by GeoSoils, Inc., dated September 7, 2017. The report concludes that, because the current mean high tide line is about 500 feet from the site and it is unlikely that the future mean high tide line will reach within 350 feet of the site, coastal hazards will not impact the property over the next 75 years. There is therefore no anticipated need for a shoreline protection device over the life of the proposed development. • The finished first floor elevation of the proposed duplex is 12.08 feet (NAVD88), which exceeds the minimum required 9.00 -foot (NAVD88) elevation standard. • Pursuant to Newport Beach Municipal Code (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 N Table 1 — Development Standards_ Development Standard Standard Pro posed Setbacks (min.) Front(ocean-facing) 7 feet 7 feet Sides 3 feet 4 feet Rear 0 feet 2 feet, 5 inches minimum Floor Area 5,041 5,006 Open Volume Area 398 square feet 1,209 square feet Parking 2 per unit, one garage/one covered 2 per unit, including one garage and one carport Height 28 feet flat roof 33 feet sloped roof 33 feet sloped roof Hazards • A project -specific Coastal Hazard and Wave Runup Study was prepared by GeoSoils, Inc., dated September 7, 2017. The report concludes that, because the current mean high tide line is about 500 feet from the site and it is unlikely that the future mean high tide line will reach within 350 feet of the site, coastal hazards will not impact the property over the next 75 years. There is therefore no anticipated need for a shoreline protection device over the life of the proposed development. • The finished first floor elevation of the proposed duplex is 12.08 feet (NAVD88), which exceeds the minimum required 9.00 -foot (NAVD88) elevation standard. • Pursuant to Newport Beach Municipal Code (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 N 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. A project -specific Geotechnical Investigation prepared by Coast Geotechnical Inc., dated September 15, 2017, provides recommendations relative to grading, drainage and foundation design. 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 • Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because the development contains more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) was prepared for the project. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for 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. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. • The project design addresses water quality with a construction erosion control plan that outlines temporary Best Management Practices (BMPs) to be implemented during construction to minimize erosion and sedimentation, and to minimize pollution of runoff derived by construction chemicals and materials. No water quality impacts to coastal waters are anticipated as the property is located more than 200 feet from coastal waters. • The proposed development includes a post -construction drainage system with drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site will be directed to the City's storm drain system. Public Access • The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. • The residential lot does not currently provide nor does it inhibit public coastal access. Lateral beach access is provided by the public beach in front of the project site. Vertical access is provided by way of 19th Street, approximately 90 feet to the west. 3 There are no designated public viewpoints or coastal view roads near the project site, per the Coastal Land Use Plan. Due to the distance of the proposed development from public viewpoints and the project's compliance with all applicable development standards, including height and 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 and location of limited numbers of new, small facilities or structures including a duplex or similar multi -family residential structures totaling no more than four dwelling units in a residential zone. The proposed project consists of the demolition of an existing single-family residence and the construction of a new 4,570 square -foot duplex with two attached garages and two carports in the RM Zoning District. 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 NBMC. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director 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: L'ne Schu er ontract Planner BMZ/Is 0 Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Description and Justification ZA 4 Project Plans 5 Attachment No. ZA 1 Draft Resolution 0 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-100 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND TO CONSTRUCT A NEW THREE-STORY DUPLEX WITH TWO ATTACHED GARAGES AND TWO CARPORTS AT 1820 WEST OCEAN FRONT (PA2017-233) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by 1820 West Ocean Front, LLC, with respect to property located at 1820 West Ocean Front, requesting approval of a coastal development permit. 2. The property is legally described as Lot 11, Block 18, of Tract 515. 3. The applicant proposes to demolish an existing two-story, single-family residence and construct a new 4,570 -square -foot, three-story duplex with two attached garages and two carports. The project includes hardscape, landscape, low patio walls, and subsurface drainage facilities all located within the confines of the private property. The design complies with all applicable development standards and no deviations are requested. 4. The subject property is designated RM (Multiple -Unit Residential) by the General Plan Land Use Element and is located within the RM (Multi -Unit Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RM -E (Multiple -Unit Residential, 30.0 — 39.9 DU/AC) and it is located within the RM (Multi -Unit Residential) Coastal Zone District. 6. A public hearing was held on January 11, 2018, in the Corona del Mar Conference Room (Bay E -1st 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. 7 Zoning Administrator Resolution No. ZA2018-### Paqe 2 of 7 2. Class 3 exempts the construction and location of limited numbers of new, small facilities or structures including a duplex or similar multi -family residential structures totaling no more than four dwelling units in a residential zone. The proposed project consists of the demolition of an existing single-family residence and the construction of a new 4,570 - square -foot duplex with two attached garages and two carports in the RM Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code (NBMC), the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The total proposed floor area, including the residences and enclosed parking, is 5,006 square feet, which complies with the maximum allowable floor area limit of 5,041 square feet. b. The proposed development will provide the minimum required setbacks, which are seven (7) feet along the front property line abutting West Ocean Front and three (3) feet along each side property line. The project site has no minimum required rear setback. C. The highest guardrail is less than 28 feet from the established grade of 10.54 feet (NAVD88) and the highest ridge is no more than 33 feet from established grade, which complies with the maximum height limitation. d. The project includes one enclosed garage parking space and one covered carport for each unit, in compliance with the minimum parking requirement for duplex residences. 2. The neighborhood is predominantly developed with two- and three-story residences. The proposed design, bulk, and scale of the development will be consistent with the existing neighborhood pattern of development and expected future development. 3. The development fronts a sandy beach area of more than 200 feet in width. The finished first floor elevation of the proposed residence is 12.08 feet (NAVD88), which exceeds the minimum required 9.00 -foot (NAVD88) elevation standard. I Zoning Administrator Resolution No. ZA2018-### Paqe 3 of 7 4. A project -specific Coastal Hazard and Wave Runup Study was prepared by GeoSoils, Inc., dated September 7, 2017. The report concludes that, because the current mean high tide line is about 500 feet from the site and it is unlikely that the future mean high tide line will reach within 350 feet of the site, coastal hazards will not impact the property over the next 75 years. There is therefore no anticipated need for a shoreline protection device over the life of the proposed development. 5. 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. 6. The property is located in an area known for the potential of seismic activity and liquefaction. A project -specific Geotechnical Investigation prepared by Coast Geotechnical Inc., dated September 15, 2017, provides recommendations relative to grading, drainage and foundation design. 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. 7. The project design addresses water quality with a construction erosion control plan that outlines temporary Best Management Practices (BMPs) to be implemented during construction to minimize erosion and sedimentation, and to minimize pollution of runoff derived by construction chemicals and materials. No water quality impacts to coastal waters are anticipated as the property is located more than 200 feet from coastal waters. 8. Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because the development contains more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) was prepared for the project. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for 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. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. 9. The proposed development includes a post -construction drainage system with drainage and percolation features designed to retain dry weather and minor rain event run-off on- site. Any water not retained on-site will be directed to the City's storm drain system. 10. New landscaping will be verified for compliance with NBMC Section 21.30.075. A condition of approval is included that requires drought -tolerant, and prohibits invasive, species (Condition of Approval No. 16). Prior to issuance of the building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 0 Zoning Administrator Resolution No. ZA2018-### Paqe 4 of 7 11. The property is not located near designated public viewpoints or coastal view roads and will not impact public coastal views. 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. The project site is located between the nearest public road and the sea or shoreline; however, 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 residential lot does not currently provide nor does it inhibit public coastal access. Lateral beach access is provided by the public beach in front of the project site. Vertical access is provided by way of 19th Street, approximately 90 feet west of the project site. 3. There are no designated public viewpoints or coastal view roads near the project site, per the Coastal Land Use Plan. Due to the distance of the proposed development from public viewpoints and the project's compliance with all applicable development standards, including height and setbacks, the project will not impact coastal views. [.9x��U]i•[�Ux�l[.9NP►1 NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-100, 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 11TH DAY OF JANUARY, 2018. Patrick J. Alford, Zoning Administrator 10 Zoning Administrator Resolution No. ZA2018-### Page 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 to address the threat of damage or destruction from waves, erosion, storm conditions, landslides, seismic activity, bluff retreat, sea level rise, or other natural hazards that may affect the property, or development of the property, today or in the future. 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 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. 11 Zoning Administrator Resolution No. ZA2018-### 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 a building permit, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 14. Prior to issuance of a building permit, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development Permit file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 15. Prior to issuance of a building permit, the approved CPPP shall be submitted with the Building Permit plans. Implementation shall be in compliance with the approved CPPP and any changes could require separate review and approval by the Building Division. 16. Prior to the issuance of a building permit, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non- invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 17. Prior to the issuance of a building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 18. 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. 12 Zoning Administrator Resolution No. ZA2018-### Paqe 7 of 7 19. Coastal Development Permit No. CD2017-100 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. 20. 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 1820 West Ocean Front Residence including, but not limited to, Coastal Development Permit No. CD2017-100 (PA2017-233). 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. 13 Attachment No. ZA 2 Vicinity Map 14 VICINITY MAP �d�_`.j,� � _ ^� N ^ b ry � •Elm -- 1 ^ N ry <r h ^ �® ,M1�r ��'rw � f�i �� � ro N � y � v ,r B•iLgOq gt� a bl i � yC.x u' C • b d v i Subject Property Coastal Development Permit No. CD2017-100 PA2017-233 1820 West Ocean Front 15 Attachment No. ZA 3 Project Description and Justification 1( COASTAL DEVELOPMENT PERMIT APPLICATION 1820 W. OCEAN FRONT, NEWPORT BEACH PROJECT DESCRIPTION AND JUSTIFICATION Demolish existing two-story single-family residence with attached garage. Construct a new three-story duplex with attached garages and carports. Existing property is bordered by a single-family residence to the West and a three-story duplex to the East, existing boardwalk at the front, and an alley to the rear. Property is served by all public utilities. Site storm water and drainage has been designed by a civil engineer to filtrate run off water. New three-story duplex = 4,570 square feet "A" Residence = 2,325 square feet Number of bedrooms = 3 New garage = 215 square feet New carport = 199 square feet Number of parking spaces = 2 Building Height = 33'-0" "B" Residence = 2,245 square feet Number of bedrooms = 3 New garage = 213 square feet New carport = 199 square feet Number of parking spaces = 2 Building Height = 33'-0" Hardscape area = 960 square feet Planting area = 249 square feet Grading cut = 31 cubic yards Grading Fill = 12 cubic yards The existing side yard walls are to remain. A soils report has been prepared by Coast Geotechnical and is included with this application. A coastal hazard wave runup study has been prepared by GeoSoils, Inc. and is included with this application Removal of existing single-family residence to be replaced with new duplex has no effect on public or private recreational opportunities. PA2017-233 for CD2017-100 1820 West Ocean Front 1820 W. Ocean Front, LCC 17 Attachment No. ZA 4 Project Plans 18 �I I 0MtMTk811PM:E1&'1 0 AVERAGE GRADE CALCULATION NBZC N 10039'12" E 119.86' SITE PLAN I /� nI EXISTING GRADES: SITE 1 LAl V Z12.37+ 12.35 + 8.74 + 870 (DIVIDE BY 4) = 10.54 PROJECT INFORMATION CUSTOM RESIDENCE FOR 1820 W. Ocean Front, LLC C/O Mike Terry 34 Executive Park, Suite 180 Irvine, CA 92614 (949) 466-0900 JOB ADDRESS 1820 W. Ocean Front Newport Beach LEGAL Lot NOTE: sco "Pools, spas, walls, fences, patio covers and other WM C3 O freestanding structures require separate reviews and Zoning permits." WmCD Fences, hedges, walls, retaining walls, guardrails and 941 sq. handrails or any combination thereof shall not exceed 42 WMEJCATV PB inches from existing grade prior to construction within the rec as n required front setback area(s)." 0MtMTk811PM:E1&'1 0 AVERAGE GRADE CALCULATION NBZC N 10039'12" E 119.86' SITE PLAN I /� nI EXISTING GRADES: SITE 1 LAl V Z12.37+ 12.35 + 8.74 + 870 (DIVIDE BY 4) = 10.54 PROJECT INFORMATION CUSTOM RESIDENCE FOR 1820 W. Ocean Front, LLC C/O Mike Terry 34 Executive Park, Suite 180 Irvine, CA 92614 (949) 466-0900 JOB ADDRESS 1820 W. Ocean Front Newport Beach LEGAL Lot 11 Block 18 Tract Section B Newport Beach Zoning RM APN: 047-173-25 Lot Area 3,525 sq. ft. Buildable Lot Area 2,652 sq. ft. Max. Buildable Area (1.75x+400SF) 5,041 sq. ft. Project Buildable Area (1.74+400SF) 5,006 sq. ft. Min. Open Volume Req'd. (15%) 398 sq. ft. Project Open Space (45.6%) 1,209 sq. ft. "A" RESIDENCE (3 bedrooms) NBZC Name First Level Floor Area 173 sq. ft. Second Level Floor Area 1,192 sq. ft. Third Level Floor Area 941 sq. ft. Total Floor Area 2,306 sq. ft. Garage Area 215 sq. ft. Deck Area 165 sq. ft. Covered Porch Area 316 sq. ft. Carport Area 199 sq. ft. "B" RESIDENCE (3 bedrooms) NBZC Name First Level Floor Area 1,096 sq. ft. Second Level Floor Area 589 sq. ft. Third Level Floor Area 587 sq. ft. Total Floor Area 2,272 sq. ft. Garage Area 213 sq. ft. Deck Area 60 sq. ft. Covered Porch Area 235 sq. ft. Carport Area 199 sq. ft. TOTAL LANDSCAPE AREA 249 sq. ft. OCCUPANCY: R-3, U TYPE: V -B fire -sprinkled per NFPA 13D ZONING: RM SHEETINDEX ID Name 1 SITE PLAN 2 LOWER LEVEL FLOOR PLAN 3 UPPER LEVEL FLOOR PLAN 4 THIRD LEVEL FLOOR PLAN 5 ROOF PLAN 6 EXTERIOR ELEVATIONS 7 EXTERIOR ELEVATIONS 8 AREA CALCULATIONS 9 AREA CALCULATIONS OPEN SPACE 10 TOPOGRAPHIC SURVEY 11 GRADING PLAN 12 EROSION CONTROL PLAN 13 LANDSCAPE COVER SHEET 14 HARDSCAPE/LANDSCAPE PLAN Mamnn,i Beat C VICINITY MAP wea.w n e Qee�a 1 4. g O. SmunaP�eJerihip.... ©SeG ®.I °�` ' a I/^ YMIe _ I vkCom nunlyQ PI u ?ea.h�e 5 aay�m�PeaaN�o- o o` waa .ai n,w wemhPa ely WG[ean% wB°Ibpa Blve ¢ ••a„� ^ 0 8 emfom we I verve G ow..,o-..,,m, wemnae alre _ _ __ _ _ _ x:,r z tl�^Q,n rea��Pon Bniv._-. Bou411ue Mamnn,i Beat C VICINITY MAP J a r o l< �r ¢ ^ 0 8 G J U z �N z U 1 Y ml o Z Q J D_ W I -- W O O a1 d O x `O o � x w � � O a � W a U F- a � W Aw �� w � � UU oO O � W z Date: 11/29/17 Scale: 1/8" = 1'-0" Drawn: CSH Job: 1820 W. OCEAN FRONT SHEET 1 OF 14 SHEETS J L - JL - JL I F — — — — — — — — — — — — — — — — — — — I I PANTRY 1j \ 1 11 I P ��UP t 36" F.P. LG.9 1j 9�-3" WIDE X 19'-0" EEP I I I I I I "B" ENTR I I 11. �I. PARKINGAREA I1 I ' I CLU. 9° I I 11 1 \"B�' CARPORT I I I "B"'GAWAGE I I I I I II 1j I CLG"94c ' I I I 2`LG.23° I UP I II I I I I' I FF 9.00 1 FF 12.08 II I 11 9'-3" WIDE X 19'-0" DEEP I I I F— II �I' 11 I PARKING ARE I = o 1 Lu I I \�� 1j �— ————————————— — — — — -- — IL- — —I— — �� a = 1 ; ELEVATOR ELEVATOR w Y a - � � KITCHEN ? I � DINING LIVING N h \ — — — — I— — — — — — — — — — — — — — j I F \ — — — — — — — — — — — — — — — — — — — L UN 9°RY I o l I � z¢ CLG. 90 cn � w CLG. 9° CLG. 9° CLG I I_ Z II I I I o Y L— j1 I "A" CAFjP'OK / I I I A�GARAGE I UP 11 I CLG. 90 I I I EL'o. V\ j1 91 "WIDE X 19'-0" DEEP I I I I 119'-3"PARKING AREJ j 1 9'-3" WIDE X 19'-0" DEEP 1 "CEG TRY 11 1 11 I PARKING ARE 1 I`—/ -- — — — — — — — —— — — — — —� \�'d UP � REFR. L � IL -Li LR L_LII FIRST LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" W 00 00 z z° z m a w o " E ° p O U j S� W p L I k ° Q m �°ate �a ¢z ° �3 w U z m M �Il Z Q J O J LL J LLl LLl J Lu O J O O O O � a ON u ON x � w � O H W;Uo o �U°° zzz� Z W 0 w A w .< � p U C) U 30��� p � O NW OD �t ate: 11/29/17 Scale: 1/8" = 1'-0" Drawn: CSH Job: 1820 W. OCEAN FRONT SHEET 2 OF ,SHEETS 97'-9" 8'-0" T-1-- 3'-0" -1"3'-0" 24" 24" 10'-6" 2'-10" T-11" 10'-11" 20'-6" 3'-4" 10'-0" T-10" 4'-0" 6'-11" 14'-0" 12,_10" 3'_10„ ro a v (V I DECKI I m /C DECK, I DRAIN, I I oN I o— —IIiIIIIIIIIIII II IIII I� lrI�IIII "" I LAV L — JIiI11 'lIIi -- -- DRAIN SHOWER BEDROOM 2 0 1 Up BEDROOM D�K CLG. 86 UNIT"B" CLG. 86 BATHMASTER BATH 2 CLG. 86 CLG. 86 MASTER BEDROOM DECK CLG. 8s DRANI LAUNDRY CLG. 8 ELEVATOR ELEVATOR IiDECK L J SET 11 CLG. 86 ,IIIIIIII IIIIIIII N of CLOSET BATH 3 3 CLG. 86 CLG. 86 ° 1' BEDROOM UNIT"A" BATH 2 CLG. 8 U0 CLG. 86 BEDROOM 3 UP 36" F.P. CLG. 86 DN. DECK DECK' DRAIN DRAIN, Di o I I SHOWER �I " I --- -------- _ — — — — — — — — — — — — — — — — — — — — — — — — a S-0" 6'-10" 2'-10" 10'-7" I 10'-11" 3'-10" 12'-10" 3'-10" 6'-10" 9'-10" 10'-9" 4'-2" 6'-0" 4'-6" 97._9" 8'-0" T-1" SECOND LEVEL FLOOR PLAN SCALE: 1/4" = V-0" 00 00 z W zp 0 z m o FQ w F 5 0 " ° Ei O U j wp s I k ° Q m z w U m M �Il z J 0_ O J IL J W W J W 0_ 0_ 0 0 O ��y C1 d' �1 ON U ON U GG F a U O a O U � W zzz� wow ZS z W C� C) W w p � O 00 �t ate: 11/29/17 Scale: 1/8" = 1'-0" Drawn: CSH Job: 1820W. OCEANFRONT SHEET 3 OF 14, SHEETS 10'-0.1 87'-9„ 8'-0" 7,-1 5'-0" 5'-0" 14'-4" 10'-10" 20'-6" 37'-7" 4'-6" 25'-1" 81-0" 4'-6" — — — — — — — — — — — — — — — — — — — — — — — — — M v N r— — - - - - - - - - - - - - - - - - - - - - - - - - - - N I I I 36" F.P. O P E N MASTER RANGE CLOSET CLG. 80 UNIT"B"DN. w -1 F MASTER 1 BEDROOM J w CLG. 8° DECK I I POWDER CL CLG. 8°ELEVATOR DINING LIVING IIIIIIIIIIII IIIIIIIIIIIII ELEVATOR DECK w CLG. 80 CLG. 80 KITCHEN Y CLG. B° L UNIT "A" N I I 36" F.P. - DN. I I MASTER I I I I BATH I I I I I I CLG. 80 I I I > I I q I I LOENI I I SHOWER - - - IL - - - - - - - - - - - - - - - I 10" I = 5'-0" 1 5'-0" 4'-6" 5'-6" 4'-6" 10'-8" 23'-1" 35'-0" 101-0" 87'-9" 8'-0.. T-1" THIRD LEVEL FLOOR PLAN SCALE:1/4" = V-0" 00 z W zp 00 0 z m o FQ w " F 5 0 ° Ei O U j wp s I k ° Q m �°ate �a z w U m M �Il z Q J 0_ LL J Lu W J H O 0 rn O d' U H U GG F a U O a O U � W zzz� wow z W C� C) W w � p O 00 �t ate: 11/29/17 Scale: 1/8" = 1'-0" Drawn: CSH Job: 1820 W. OCEAN FRONT SHEET 4 OF 14� SHEETS F- - - - - - - 221. ROO I I I I I DOWNSPOUT LOCATIONS TYPICAL. CQNNECT TO STIORM DRAIN 5'•5 1/2'• I M� 1LL �O C O ROOF PLAN SCALE: 1/4" = V-0" --J N V V --— — — — — —— a5:�2 �'�L .. _ M - - - - - - - - N - - - - - - - - \Q I I DECK W z° r 0 z 48" x 24" CAP I DRAIN o FQ J N F 5 0 " ° - ° p (] N N N SLOP-o W O L cqm I k ° Q ri I 3:12 I v ri I z I 12"I LO I I U I I I 1 6 m I I �Il (D 9I RIDGE 1 z M I Z 3 I LL O 3„ RIDGE RIDGE RIDGE I DECK z 0 rn O I 43.54 43.54 43.54 ON I T`1 ON u ZM.% I Q W O N H W U O 112 I W I I I I I I I I N I I I I w U L- --- 1 M 3 p � O N I 3:12 1 SLOPE 2% �t I ate: 11/29/17 Scale: 1/8" = V-0" I N N N Job: 1820 W. OCEAN FRONT 1 5 OF I r r r I c° M I 1 X5:12 1 X3:12 I I I I I L_ ____ y 1 DECK \Q ul I DRAIN L- - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1LL �O C O ROOF PLAN SCALE: 1/4" = V-0" --J 00 00 z W z° 0 z m o FQ w F 5 0 " ° ° p O U j S� W O L cqm I k ° Q z w U m M �Il z Q LL O 1..1_ 0 0 rn O d' ON a u ON u ZM.% W O N H W U O O V W zzz� Zwow � w U 30��� p � O N W OD �t ate: 11/29/17 Scale: 1/8" = V-0" Drawn: CSH Job: 1820 W. OCEAN FRONT SHEET 5 OF SHEETS FRONT ELEVATION SCALE: 1/4" = T-0" HEIGHT CERTIFICATION REQUIRED IDGE 43.54 LING 35.54 F.F. 12.08 AVG. GRADE 10.54 F.F. 9.00 RIDGE 43.54 _ING 35.54 F.F. 12.08 AVG. IRADE 10_54 F.F. 9.00 N v N HEIGHT CERTIFICATION REQUIRED REAR ELEVATION SCALE: 1/4" = V-0" 12 13 LEFT SIDE ELEVATION m o r o l< ^ G J U 'p 3 U v cc Y �I\ ml o U) Z O Q w J LU IrfO Of LU H X LU 0 0 rn Q o x `O o � x w � � O ~ Ing a W a U F- a � W Aw �� w O o C) �DU Ww 3 �� z M� ate: 11/29/17 Scale: 1/8" = V-0" Drawn: CSH Job: 1820 W. OCEAN FRONT SHEET 6 OF SHEETS HEIGHT CERTIFICATION REQUIRED RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" �a z UG o l< ^ G J U J 'p 3 U Y �I\ ml o U) z O Q w J LU Ir' O Of LU l --- X X LU 0 0 rn Q o x `O o � x w � � O H a o a � W a U F- a � W Aw �� w � u o o C) Ww 3CA � zT z M� ate: 11/29/17 Scale: 1/8" = 1'-0" Drawn: CSH Job: 1820 W. OCEAN FRONT SHEET 7 OF HEETS 0 36" F P. LIVING CLG. 9" 8'-1" x 24'-0" 194.00 SF I 0 OPE ACE A:1 sq ft I I I I I I I LOWER FLOOR OPEN SPACE CALCULATIONS SCALE: 1/4" = 1'-0" UPPER FLOOR OPEN SPACE CALCULATIONS SCALE: 1/4" = 1'-0" ° h M Z w U � O O z h m 6 w h p O U j x wp s I k ° Q m z w U M v -i M m M �Il LL1 U Q D_ U0 Z LL1 O_ O Z O Q J U J Q U Q W Of Q 0 0 rn � o O � U H U W GQ F a U p a O U � W zzz� wo) Aw �� za o z W C� U p o o ate: 11/29/17 Scale: 1/8" = 1'-0" Drawn: CSH Job: 1820 W. OCEAN FRONT SHEET 9 OF 14 -SHEETS N0. I DATE R E V I S 1 0 N S (SAND) (SAND) (SAND) DESIGNED: DRAWN: AC CHCK'D: TR DATE: 7/11/17 (CONC WALK) S.F.N. (CONC WALK) It 13' (CONC WALK) (SAND) BBQ ^ti ;ATE 0ry BUILDING OVERHANG (BRICK) 14.23 TW (12.30) FS_ PA L1 14.17 TW 0o rc 7 7 50 � GONG CONCRETE DI Iv I Y 5. 6 r FD r (CONC) FLOW LINE i L GFF FIRE HYDRANT 6^ (LAWN) FS r I r (CONC) L O�,1'� o stip 018) (CONC) Iw W co I FND. L&T 3' TIES LS 5411 O ( FND. L&T LS 5411 19TH STREET U N 13'06'08" E — FND. L&T 3' TIES LS 5411 FND. L&T 3' TIES LS 5411 1 h� 0h 0 �1 � I 1 I I �I /I I 0 20 'CO I L I / /I mho 8 29 D ry O 1 6 E I TOP OF RIDGELINE I I I [-� ��L111 �I I ADJACENT BUILDING I �1 Lr �� LLL 11—/ L L 1 1� /� I 9 IITW ) `�5N1 74 S9 T 8.35 FFM I W t� � A 59 500 o PAdo Ao 8A0 ^ I g E -7- -7- \ —\ --�-- --� —7- -7 —�— —7 -- « p �1 10.79 TW 10.80 TW WM ^an SPA y 8.94 FS FENCE I I O 12.28ISPA h5 y p� 15 �L TOP OF^OJ� 00 i17.2Sl T T 7 ARCHITECT: OWNER: CRAIG HAMPTON, INC. LARRY SWARTZ 46 MALLARD COURT 1820 W. OCEANFRONT, LLC MAGALIA, CA 95954 34 EXECUTIVE PARK SUITE 180 (949) 209-8883 IRVINE, CA 92614 T 43.51 TOP OF RIDGELINE AREA DRAIN GONG CONCRETE DI DROP INLET I Y 5. 6 0 i FD OVERHDAI NG FL FLOW LINE i 1 GFF FIRE HYDRANT FP (LAWN) FS FINISH SURFACE FG y GARAGE DOOR GRADE BREAK loz GARAGE FINISH FLOOR HH y (CONC) (CONC) I IRON PIPE IE y IRCV IRRIGATION CONTROL VALVE � � I T tmp 9 t�0 a N N PORPERTY LINE 1� N N r 929 LEAD AND TACK r 1� BQ h h n h 6� c0 c0 c0 N SDWK SIDE WALK ELEC M y 8.96 SEARCHED FOUND NOTHING SPK N 10'39'12'" 119.86' O SEWER MANHOLE FENCE G RSR G I � ^ I TG TOP OF GRATE TOC TOP OF CONCRETE (CONC) L O�,1'� o stip 018) (CONC) Iw W co I FND. L&T 3' TIES LS 5411 O ( FND. L&T LS 5411 19TH STREET U N 13'06'08" E — FND. L&T 3' TIES LS 5411 FND. L&T 3' TIES LS 5411 1 h� 0h 0 �1 � I 1 I I �I /I I 0 20 'CO I L I / /I mho 8 29 D ry O 1 6 E I TOP OF RIDGELINE I I I [-� ��L111 �I I ADJACENT BUILDING I �1 Lr �� LLL 11—/ L L 1 1� /� I 9 IITW ) `�5N1 74 S9 T 8.35 FFM I W t� � A 59 500 o PAdo Ao 8A0 ^ I g E -7- -7- \ —\ --�-- --� —7- -7 —�— —7 -- « p �1 10.79 TW 10.80 TW WM ^an SPA y 8.94 FS FENCE I I O 12.28ISPA h5 y p� 15 �L TOP OF^OJ� 00 i17.2Sl T T 7 ARCHITECT: OWNER: CRAIG HAMPTON, INC. LARRY SWARTZ 46 MALLARD COURT 1820 W. OCEANFRONT, LLC MAGALIA, CA 95954 34 EXECUTIVE PARK SUITE 180 (949) 209-8883 IRVINE, CA 92614 T 43.51 TOP OF RIDGELINE SEV PB EV N 1039'12" E 115.24' 9 r9 O 6O (GONG) `1� Oy (CONC) `2J CATV P %-1-7-1-77 /-1-7-7-7 % /-1-1-7 %-1-7-7-7-7 /-1-1-77%—�T -7 b'� WM F 3 ADJACENT BUILDING F F F Sp9l 1:7 WM SCO( ❑ WM I N � N 1 vi ri a a SCO I I I J I TOP OF RIDGELINE j om° I 0g2F� I I I I I I Ogg FV I y — — — — — — — — Om. I I Icy I I I PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714)963-6793 JN 9366 �O LAND SCi ��'� PSL A F0� ��` // � � ExP. � A * 9-30-17 * MICHAEL A. FOR RT G OF - CA\ - BASIS OF BEARING: THE CENTERLINE OF 19TH STREET HAVING A BEARING OF N 13006'08" E AS SHOWN ON RECORD OF SURVEY NO. 2011-1065. BENCHMARK: OCS BM 1 E-124-14 ELEVATION= 7.66 NAVD88 YEAR LEVELED= 2015 LEGAL DESCRIPTION: LOT 11 OF BLOCK 18 OF SECTION B OF NEWPORT BEACH. ABBREVIATIONS AD AREA DRAIN GONG CONCRETE DI DROP INLET I DRIVEWAY 5. 6 0 i FD OVERHDAI NG FL FLOW LINE i TOP OF RIDGELINE GFF FIRE HYDRANT FP FINISH PAD FS FINISH SURFACE FG y GARAGE DOOR GRADE BREAK loz GARAGE FINISH FLOOR HH y (CONC) (CONC) I IRON PIPE IE y IRCV IRRIGATION CONTROL VALVE � � I PA PLANTER AREA y mo PORPERTY LINE PROP PROPOSED Q LEAD AND TACK MON. MONUMENT NTG 6� R/W RIGHT OF WAY SDWK SIDE WALK ELEC M y 8.96 SEARCHED FOUND NOTHING SPK n O SEWER MANHOLE FENCE G RSR G I TOP OF CURB TF I TG TOP OF GRATE TOC TOP OF CONCRETE TW TOP OF WALL WM WATER METER WV I 13.70 TW I 8.32 FS Lu I (BRICK) 0 (BRICK) 0c �� 898 FSO 0� ELEC S.F.N. a,s I 00o SEV PB EV N 1039'12" E 115.24' 9 r9 O 6O (GONG) `1� Oy (CONC) `2J CATV P %-1-7-1-77 /-1-7-7-7 % /-1-1-7 %-1-7-7-7-7 /-1-1-77%—�T -7 b'� WM F 3 ADJACENT BUILDING F F F Sp9l 1:7 WM SCO( ❑ WM I N � N 1 vi ri a a SCO I I I J I TOP OF RIDGELINE j om° I 0g2F� I I I I I I Ogg FV I y — — — — — — — — Om. I I Icy I I I PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714)963-6793 JN 9366 �O LAND SCi ��'� PSL A F0� ��` // � � ExP. � A * 9-30-17 * MICHAEL A. FOR RT G OF - CA\ - BASIS OF BEARING: THE CENTERLINE OF 19TH STREET HAVING A BEARING OF N 13006'08" E AS SHOWN ON RECORD OF SURVEY NO. 2011-1065. BENCHMARK: OCS BM 1 E-124-14 ELEVATION= 7.66 NAVD88 YEAR LEVELED= 2015 LEGAL DESCRIPTION: LOT 11 OF BLOCK 18 OF SECTION B OF NEWPORT BEACH. ABBREVIATIONS AD AREA DRAIN GONG CONCRETE DI DROP INLET DWY DRIVEWAY EP EDGE OF PAVEMENT FD FOUND FL FLOW LINE FF FINISH FLOOR FH FIRE HYDRANT FP FINISH PAD FS FINISH SURFACE FG FINISH GRADE GB GRADE BREAK GFF GARAGE FINISH FLOOR HH HANDHOLE HP HIGH POINT I.P. IRON PIPE IE INVERT ELEVATION IRCV IRRIGATION CONTROL VALVE OG ORIGINAL GROUND PA PLANTER AREA PL PORPERTY LINE PROP PROPOSED L&T LEAD AND TACK MON. MONUMENT NTG NOTHING R/W RIGHT OF WAY SDWK SIDE WALK S.F.N. SEARCHED FOUND NOTHING SPK SPIKE SMH SEWER MANHOLE T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TOC TOP OF CONCRETE TW TOP OF WALL WM WATER METER WV WATER VALVE LOT AREA: 3,523.6 SF �Z i TOPOGRAPHIC SURVEY 1820 W. OCEANFRONT NEWPORT BEACH, CA SHEET 10 OF 14 SHEETS 22 GENERALNOTES: 1. 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. 2. 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. 3. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 4. 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 5. SEPARATE PERMIT FOR WALLS AND FENCES SHALL BE OBTAINED AT THE SAME TIME AS THE BUILDING PERMIT. 6. THE EXISTING ALLEY BEHIND THE PROPERTY IS ON THE CITY'S STREET/ALLEY-CUT MORATORIUM LIST. TRENCHING INTO SAID ALLEY AS A PART OF THIS DEVELOPMENT WILL REQUIRE EXTENSIVE ALLEY REPAIR WORK. DETAILS OF SUCH REPAIR WORK MAY BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. EARTHWORK CUT = 31 CY FILL = 12 CY N0. DATE R E V I S 1 0 N S I I I I 1 f� I� g1 I I CONSTRUCTION NOTES: OCONSTRUCT 5" MIN CONCRETE DRIVEWAY O CONSTRUCT 4" MIN CONCRETE HARDSCAPE, FINISH PER LANDSCAPE PLANS. O INSTALL 4" ELATE GRATE DRAIN ® INSTALL PERFORATED DRAIN/TRENCH PER DETAIL SHEET C2. O5 INSTALL TRENCH DRAIN PER DETAIL SHEET C2 © INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN O7 INSTALL 9" CATCH BASIN WITH FILTER PER DETAIL SHEET C2. ® INSTALL NEW SEWER CLEANOUT WITH TRAFFIC COVER ON EXISTING LATERAL PER CNB STD PLAN 406-L. FIELD VERIFY. O CONSTRUCT NEW WATER SERVICE AND INSTALL NEW WATER METER W/ TRAFFIC BOX PER STD PLAN 502-L k91 L _lam-/ L L 1 EXIST 4" TOPSOIL MIN FILTER • -• EXTEND •04 3/4"CRUSHECK CLOTH • : • MEMBRANE•• 0 TOP 0 PERFORATED DRA TRENCH DE'TAIL NTS 6" MIN WIDE PEDESTRIAN SAFE NSIONS DETERMINED BY FRAME & GRATE 3/8"SLOT I I OPENING. EAST JORDAN IRON FRAME AS FORMWORKS OR EQUAL (800) 874-4100 3" DOWNSPOUT W. 0. 536717-01 EXISTING #4 REBAR ISCO SCO BASEMENT FINISH PAD CONC WM C3 3 3/ WM Cl ELECTRIC MANHOLE $1 WM � IN�vrn•M �% N ATV PI v 3 FOUND FL FLOWLINE FF 8.208.20 FF FG 0 S.F.N. '^ r k91 L _lam-/ L L 1 EXIST 4" TOPSOIL MIN FILTER • -• EXTEND •04 3/4"CRUSHECK CLOTH • : • MEMBRANE•• 0 TOP 0 PERFORATED DRA TRENCH DE'TAIL NTS 4"DRAIN-IN ELEVATION VIEW 11.25 L L 1 FS 9" CATCH BASIN 4"DRAIN-OUT 1 4"DRAIN-IN I I CRESCENT FILTER �9" CATCH BASIN 7 NTS I 8.801 8.90 G RSR 9.50 10.10 11.25 11.8 w 11.83 I: 8.35 FS EFS_- M FS FS FS FS z_ FS z I FS I J z I GARAGE 17 a I I I CARPORT M 17 N UP FF=12.08 Z 8.22 TG Q I 7.39 IE I co o6 6 Un I (CONC) I 01 (GONG) n 2 9%:, 2% I FFF=9.00 ELEVATOR 11.95 5 7' -� GARAGE DOOR ELEVATOR FS �- 65 GARAGE w FF w w 6 g INSTALL NEW �1 CARPORT vI �% UP - - z - NEWAND NEW LA C.0' I: - 1 OD a0 FF=12.08 r - - - - - 9 SERVI LA D BUILDING z ? CE TERAL 5 7 I 8.35 OVERHANG I I I EXIST FS 8.80 I 8.90 9.50 10.10 11.25 11. I 11.83 PROTECT (8.94 FS I FS FS FS FS F a U)- EXIST' SEWER P C ' / ---- : ROTECT D. WM V j :84 a . -� .. ��.>..- � ��.'. .:.'TW�. .`..:. ., .:. `�.:; ^' _., � TT 1R Tv Lj I 8.25 FS w 3 w EXIST 6' WALL `�5�1 w'� 101 3 3 3 3 N10'39'12"E 3 3119.86' Z w w EXIST 6 ,,WALL w F w S.F.N. PROTECT A' I- I- p I- I- 0<1 =1 n M F „� F 3 3 N a n u�i 15.61 W n `� e m IL m n `9. z n o n PROTECT \ n^ oo N n n N N n Z Imo•• n Of O W 0] N I Q NN �O o �6 o rn tV0 O 1 roo T T 7 -m n% -T T 7 -7-1-1-7-- 7� n7 -7 -/-/--I vi vi ui ,o ,o Of 10' 3 3 ADJACENT BUILDING 3 �1 3 3 3 7 1 (LAWN) 9 29 v7M I 1 I FENCE X16 fL I II /' 1 p Sp0 II I DRAWN: MJ CHCK'D: TR DATE: 10/17/17 ARCHITECT: OWNER/DEVELOPER: PREPARED BY: CRAIG S. HAMPTON, LARRY SWARTZ FORKERT ENGINEERING & SURVEYING, INC. INCORPORATED 1820 W. OCEANFRONT, LLC 22311 BROOKHURST ST, STE 203 3615 S. BROOKSHORE PL 34 EXECUTIVE PARK, SUITE 180 HUNTINGTON BEACH, CA 92646 BOISE, IDAHO 83706 IRVINE, CA 92614 (714) 963-6793 (949)209-8883 (949)466-0900 JN 9366 QROFESS/p X97 � O�pS M. 4G G �Z N0.58627 EXP. 12-31-16 Clvl�_ OF CA��FO� THOMAS M. RUIZ DATE SOILS ENGINEER/GEOLOGIST: 6" MIN WIDE PEDESTRIAN SAFE NSIONS DETERMINED BY FRAME & GRATE 3/8"SLOT E FRAME DIMENSIONS, OPENING. EAST JORDAN IRON FRAME AS FORMWORKS OR EQUAL (800) 874-4100 3" DOWNSPOUT W. 0. 536717-01 EXISTING #4 REBAR BASEMENT FINISH FLOOR BFP BASEMENT FINISH PAD CONC CONCRETE DWY TOP & BOTTOM EMH ELECTRIC MANHOLE T? p�7{SMSM+ 01. FOUND FL FLOWLINE FF FINISH FLOOR FG 0 FP FINISH PAD FS FINISH SURFACE GB GRADE BREAK GFF GARAGE FINISH FLOOR GFP dd c:�y c.�v c. dl GM C, HH FILL THIS PORTION W/ CRUSHEC HP °��'�°�°0�'�°0 ROCK AFTER POURINCG� GRATE ,I/ IE INVERT ELEVATION SUPPORT CURB. CRUSHED ROCK W/ / 18" MANHOLE MON. FILTER CLOTH NTG A- DIG A 24" WIDE X 18" DEEP TRENCH OG B- PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE C- FILL BOTTOM 8" OF THE TRENCH W/ CRUSHED ROCK D- FORM AND POUR PERIMETER CONCRETE CURB PROP E- FILL THE REST OF THE TRENCH W/ CRUSHED ROCK TO 4" FROM TOP OF TRENCH TRENCHDRAIN 5 S.F.N. NTS SDWK 4"DRAIN-IN ELEVATION VIEW 11.25 L L 1 FS 9" CATCH BASIN 4"DRAIN-OUT 1 4"DRAIN-IN I I CRESCENT FILTER �9" CATCH BASIN 7 NTS I 8.801 8.90 G RSR 9.50 10.10 11.25 11.8 w 11.83 I: 8.35 FS EFS_- M FS FS FS FS z_ FS z I FS I J z I GARAGE 17 a I I I CARPORT M 17 N UP FF=12.08 Z 8.22 TG Q I 7.39 IE I co o6 6 Un I (CONC) I 01 (GONG) n 2 9%:, 2% I FFF=9.00 ELEVATOR 11.95 5 7' -� GARAGE DOOR ELEVATOR FS �- 65 GARAGE w FF w w 6 g INSTALL NEW �1 CARPORT vI �% UP - - z - NEWAND NEW LA C.0' I: - 1 OD a0 FF=12.08 r - - - - - 9 SERVI LA D BUILDING z ? CE TERAL 5 7 I 8.35 OVERHANG I I I EXIST FS 8.80 I 8.90 9.50 10.10 11.25 11. I 11.83 PROTECT (8.94 FS I FS FS FS FS F a U)- EXIST' SEWER P C ' / ---- : ROTECT D. WM V j :84 a . -� .. ��.>..- � ��.'. .:.'TW�. .`..:. ., .:. `�.:; ^' _., � TT 1R Tv Lj I 8.25 FS w 3 w EXIST 6' WALL `�5�1 w'� 101 3 3 3 3 N10'39'12"E 3 3119.86' Z w w EXIST 6 ,,WALL w F w S.F.N. PROTECT A' I- I- p I- I- 0<1 =1 n M F „� F 3 3 N a n u�i 15.61 W n `� e m IL m n `9. z n o n PROTECT \ n^ oo N n n N N n Z Imo•• n Of O W 0] N I Q NN �O o �6 o rn tV0 O 1 roo T T 7 -m n% -T T 7 -7-1-1-7-- 7� n7 -7 -/-/--I vi vi ui ,o ,o Of 10' 3 3 ADJACENT BUILDING 3 �1 3 3 3 7 1 (LAWN) 9 29 v7M I 1 I FENCE X16 fL I II /' 1 p Sp0 II I DRAWN: MJ CHCK'D: TR DATE: 10/17/17 ARCHITECT: OWNER/DEVELOPER: PREPARED BY: CRAIG S. HAMPTON, LARRY SWARTZ FORKERT ENGINEERING & SURVEYING, INC. INCORPORATED 1820 W. OCEANFRONT, LLC 22311 BROOKHURST ST, STE 203 3615 S. BROOKSHORE PL 34 EXECUTIVE PARK, SUITE 180 HUNTINGTON BEACH, CA 92646 BOISE, IDAHO 83706 IRVINE, CA 92614 (714) 963-6793 (949)209-8883 (949)466-0900 JN 9366 QROFESS/p X97 � O�pS M. 4G G �Z N0.58627 EXP. 12-31-16 Clvl�_ OF CA��FO� THOMAS M. RUIZ DATE SOILS ENGINEER/GEOLOGIST: BENCHMARK: COAST GEOTECHNICAL OCS BM 1 E-124-14 1200 W. COMMONWEALTH AVE ELEVATION= 7.66 NAVD88 FULLERTON, CA 90638 YEAR LEVELED= 2015 PH: 714-870-1211 DOWNSPOUT W. 0. 536717-01 EXISTING DATE: SEPT 15, 2017 BASEMENT FINISH FLOOR FS BENCH +15" �G 4 (SAND) I I LEGAL DESCRIPTION: LOT 11 OF BLOCK 18 OF SECTION B OF NEWPORT BEACH. TOP VIEW 11.40 FS S.F.N. 12.05 15.53 TW (CONC WALK) 0 3 S.F.N. (CONC WALK) ABBREVIATIONS ARCH ARCHITECTURAL A.C. ASPHALT CONCRETE C.O. CLEAN OUT DG DECOMPOSED GRANITE DS DOWNSPOUT EXIST EXISTING BFF BASEMENT FINISH FLOOR BFP BASEMENT FINISH PAD CONC CONCRETE DWY DRIVEWAY EMH ELECTRIC MANHOLE EP EDGE OF PAVEMENT FD FOUND FL FLOWLINE FF FINISH FLOOR FG FINISH GRADE FP FINISH PAD FS FINISH SURFACE GB GRADE BREAK GFF GARAGE FINISH FLOOR GFP GARAGE FINISH PAD GM GAS METER HH HANDHOLE HP HIGH POINT I.P. IRON PIPE IE INVERT ELEVATION L&T LEAD AND TACK MH MANHOLE MON. MONUMENT NTG NOTHING OG ORIGINAL GROUND PA PLANTER AREA PL PROPERTY LINE PROP PROPOSED R/W RIGHT OF WAY S.F.N. SEARCHED FOUND NOTHING SDWK SIDEWALK SMH SEWER MANHOLE T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TOC TOP OF CONCRETE T.O.R. TOP OF RIDGE TW TOP OF WALL WM WATER METER (SAND) (SAND) GRADING PLAN 1820 W. OCEANFRONT NEWPORT BEACH, CALIFORNIA SHEET 11 OF 14 SHEETS ::�9 NO. I DATE EROSION CONTROL 1. IN CASE OF EMERGENCY, CALL JIM COLLINS AT 949-613-5260 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONTER REQUIRED. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DESCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES, AS NEEDED, SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMEBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WIHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES. THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRSENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE SDISCHARGE OF NON -STORM WATER FROM THE PROJECT SITE AT ALL TIMES. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, ARE DRAINS, NATURAL DRAINAGE COURSES, OR WIND. 12. STOCKPILES OF EARTH AND OTHER CONSTRUC- TION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OR WIND OR WATER 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE THE BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASED INTO THE DRAINAGE SYSTEM. 14. EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE SISPOSED OF AS A SOLID WASTE. 15. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJEFT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF -INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 18. ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. 20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. R E V I S 1 0 N S BMP FACTS SHEET WM-1 MATERIAL DELIVERY AND STORAGE PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. WM-2 MATERIAL USE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE PROPERLY HANDELED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYESS THAT APPLY SUCH MATERIALS. WM-4 SPILL PREVENTION AND CONTROL IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. WM-5 SOLID WASTE MANAGEMENT PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. WM-6 HAZARDOUS WASTE MANAGEMENT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. WM-7 CONTAMINATED SOIL MANAGEMENT PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORMWATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR ALKALINE SOILS BY CONDUCTING PRE -CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING CONTAMINATED SOIL PROMPTLY. WM-8 CONCRETE WASTE MANAGEMENT STORE DRY AND WET MATERIALS UNDER COVER. AVOID ON-SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE WASTE DEPOSITED ON-SITE SHALL SET UP, BE BROKEN APART, AND DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. WM-9 SANITARY/SEPTIC WASTE MANAGEMENT UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON-SITE ARE REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. TC -1 STABILIZED CONSTRUCTION ENTRANCE A STABILIZED ENTRACE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVED. SE -1 SILT FENCE SE -3 SEDIMENT TRAP SE -8 GRAVEL BAGS ERODED SEDIMENTS MUST BE RETAINED ON-SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. BMP FACTS SHEET ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT W W W.CABMPHANDBOOKS.COM EC1 CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRAIVEWAY APPROACHES. THE SAND BAGS SOULD BE 24" WIDE AND 10" HIGH. MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET #SE -8. EC2 CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM-9. EC3 CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET #WM-1. EC4 EXISTING WALL TO REAMAIN. PROTECT IN PLACE. DRAWN: MJ CHCK'D: TR DATE: 10/17/17 ARCHITECT: OWNER/DEVELOPER: I PREPARED BY: CRAIG S. HAMPTON, LARRY SWARTZ FORKERT ENGINEERING & SURVEYING, INC. INCORPORATED 1820 W. OCEANFRONT, LLC 22311 BROOKHURST ST, STE 203 3615 S. BROOKSHORE PL 34 EXECUTIVE PARK, SUITE 180 HUNTINGTON BEACH, CA 92646 BOISE, IDAHO 83706 IRVINE, CA 92614 (714) 963-6793 (949)209-8883 (949)466-0900 JN 9366 QROFESS/O, S Z NO. 58627 A * EXP. 12-31-16 sT CN I11 OF CAS -\FOS EROSION CONTROL 1"=6' THOMAS M. RUIZ DATE SOILS ENGINEER/GEOLOGIST: I BENCHMARK: COAST GEOTECHNICAL OCS BM 1 E-124-14 1200 W. COMMONWEALTH AVE ELEVATION= 7.66 NAVD88 FULLERTON, CA 90638 YEAR LEVELED= 2015 PH: 714-870-1211 W. 0. 536717-01 DATE: SEPT 15, 2017 LEGAL DESCRIPTION: LOT 11 OF BLOCK 18 OF SECTION B OF NEWPORT BEACH. EROSION CONTROL LEGEND CD� PLACE GRAVEL BAGS PLACE FENCE WITH WIND SCREEN 8" MIN EXISTING GROUND PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND STREET CONSTRUCTION ENTRANCE 1' MIN HEIGHT 2 BAGS MIN. NTS GRAVEL BAG DETAIL NTS EROSION CONTROL PLAN 1820 W. OCEANFRONT NEWPORT BEACH, CALIFORNIA SHEET 12 OF 14 SHEETS so LANDSCAPE DESIGNER RYAN BURRESS INC ALJ LANDSCAPE DESIGN & BUILD RYAN@RYANDBURRESS.COM 714-975-1434 LIC# 946479 NOTICE TO CONTRACTORS: • CONTRACTORS SHALL NOTIFY RYAN BURRESS INC. OF ANY ERRORS, OMISSIONS, DISCREPANCIES, OR SPECIFICATIONS SO THAT RYAN BURRESS INC CAN CORRECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. • ALL WORK SHALL BE DONE IN COMPLIANCE OF LOCAL CODES AND STANDARD INDUSTRY PRACTICE. • ALL WORKMANSHIP SHALL BE OF QUALITY TO PASS INSPECTIONS BY APPLICABLE LOCAL AUTHORITIES. • THE CONTRACTOR SHALL SUBMIT ALL "SUBSTITUTIONS OR EQUALS" FOR APPROVAL TO RYAN BURRESS INC • DO NOT SCALE DRAWINGS PROJECT DESCRIPTION 1820 W. OCEANFRONT IS GOING TO BE A NEW BUILD. LANDSCAPE WILL BE VERY MINIMAL, BUT WILL CONFORM TO THE TADITIONAL STYLE OF THE HOME AND SURRONDING NEIGHBORHOOD. MINIMAL PLANTING WILL TAKE PLACE. A MAJORITY OF THE EXTERIOR OF THE PROPERTY WILL BE HARDSCAPE. LANDSCAPE AREA TOTALS • TOTAL LOT AREA = 3,525 sqft • TOTAL HOUSE FOOTPRINT (INCLUDING GARAGE, COVERED PATIO(S) = 2316 sgft • TOTAL IMPERVIOUS AREA = 960 sgft • TOTAL PERMIABLE AREA = 249 sgft SHEET INDEX L-00 COVER SHEET L-01 CONSTRUCTION PLAN qBrh��c 11do:Penlnsi7.e! � Lidor�fsle N4'a- �e iSea si de�D on ut's:(Bs kgry Qj Fyishingt mgQLBOA _ ado Isle FIeelMarket- ENIN.SUL-A - Rearb +Newport,BeachiPierOi"N— rtiBeach w8afb. - pv Municipal Beach �,-_, _ oa.gwd aYq�e. VICINITY MA -P SHEET 13 OF 14 SHEETS APPENDIX H PRESCRIPTIVE COMPLIANCE OPTION (A) This appendix contains prescriptive requirements which may be used as a compliance option to the Ordinance. (B) Compliance with the following items is mandatory and must be documented in a landscape plan in order to use the prescriptive compliance option (1) Submit a Landscape Documentation Package which includes the following elements: (a) Date (b) Project applicant (c) Project address (if available, parcel and/or lot number (s)) (d) Total landscape area (square feet), including a breakdown of turf and plant material (e) Project type (e.g., new, rehabilitated, public, private, cemetery, homeowner - installed) (f) Water supply type (e.g., potable, recycled, well) and identify the local retail water purveyor if the applicant is not served by a private well (g) Contact information for the project applicant and property owner (h) Applicant signature and date with statement, "I agree to comply with the requirements of the prescriptive compliance option to the MWELO" (2) Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six Inches into landscape area (unless contra-indicated by a soil test); (3) Plant material shall comply with all of the following: (a) For residential areas, install climate adapted plants that require occasional, little or no summer water (average WUCOLS plan factor 0.3) for 75% of the plant area excluding edibles and areas using recycled water; For non-residential areas, install climate adapted plants that require occasional, little or no summer water 38 (average WUCOLS plan factor 0.3) for 100% of the plant area excluding edibles and areas using recycled water; (b) A minimum three inch (3") layer of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. (4) Turf shall comply with all of the following: (a) Turf shall not exceed 25% of the landscape area in residential areas, and turf shall not be planted in non-residential areas (b) Turf shall not be planted on sloped areas which exceed a slope of 1 foot vertical elevation change for every 4 feet of horizontal length; (c) Turf is prohibited in parkways less than 10 feet wide, unless the parkway is adjacent to a parking strip and used to enter and exit vehicles. Any turf in parkways must be irrigated by sub -surface irrigation, or by other technology that creates no overspray or runoff. (5) Irrigation systems shall comply with the following: (a) Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data (b) Irrigation controllers shall be of a type which does not lose programming data in the event the primary power source is interrupted. (c) Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturers recommended pressure range. (d) Manual shut-off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed as close as possible to the point of connection of the water supply. (e) All irrigation emission devices must meet the requirements set in the ANSI standard, ASABE/ICC802-2014. "Landscape irrigation Sprinkler and Emitter Standard." All Sprinkler heads installed in the landscape must document a distribution uniformity low quarter of 0.65 or higher using the protocol defined In ASABE/ICC 802-2014. (C) At the time of final inspection, the permit applicant must provide the 39 owner of the property with a certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance BY SIGNING BELOW I AC OF THE NEWPORT BEA( SIGN IHHI(3A I IUN INFUHMA I IUN 1) WATER SUPPLY IS A POTABLE WATER SOURCE ON THIS SITE 2) A RACHIO 18 STATION CONTROLLER WILL BE INSTALLED. THIS CONTROLLER COMPLIES WITH ALL STATE AND CITY ORDINANCES 3) A RAIN SENSOR WILL BE INSTALLED TO COMPLY WITH CHAPTER 14.17 4) ALL VALVES WILL BE 3/4" ANTI -SIPHON VALVES. THIS COMPLIES WITH CITY ORDINANCE 5) MAIN SHUT OFF VALVES WILL BE INSTALLED AT MAIN CONNECTION AND EACH MANIFOLD LOCATION 6) STATIC WATER PRESSURE IS 50PSI 7) AVAILABLE WATER GPM ARE 16-18 8) 1 HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFECIENT LANDSCAPE ORDINANCE AND DESIGN STANDARDS, AND HAVE APPUED THEM FOR THE EFFECIENIT USE OF WATER IN THE LANDSCAPE DESIGN PLAN ADDITIONAL NOTES 1) INCORPORATE COMPOST AT A RATE OF AT LEAST 4 CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF 6 INCHES INTO LANDSCAPE AREA (UNLESS CONTRA-INDICATED BYASOIL TEST) 2) A MINIMUM 3 INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDEING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. 3) TURF DOES NOT EXCEED 25% OF THE LANDSCSAPE AREA AND TURF WILL NOT BE PLANTED IN NON-RESIDENTIAL AREAS 4) PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THIS REQUIREMENT, SYMBOL COMMON NAME BOTANICAL NAME QUANTITY SIZE HEIGHT AT MAT. PF (ft) Si STAR JASMINE Trachelospermumjasminoides 17 1 GAL .2 2' AG AGAVE AGAVE ATTENUATA BLUEGLOW 2 15 GAL .2 3' LP LADY PALM Rhapis excelsa 5 15 GAL 2 6' 1) ALL CONCRETE WILL BE STANDARD GRAY, WITH ACID WASH FINISH. ALL DRAIN GRATES TO BE 4" BRASS, PADS WILL HAVE 3/8" DEL RIO GRAVEL INSTALLED BETWEEN EACH ONE, USE BLACK METAL EDGING WHERE APPLICABLE. INSTALL WEED BARRIER UNDER GRAVEL 2) INSTALL BELGARD NOON TRANSITIONAL COLLECTION PAVERS ON CONCRETE SUB -BASE, STAGGER ALL JOINTS 3) INSTALL 6" WIDE BOARD FORM CONCRETE WALL WALL HEIGHT TO BE 42". USE BOTH 1X6 AND 1X4 BOARDS. STAGGER ALL JOINTS. COCNRETE COLOR TO BE SYANDARD GRAY. SMOOTH TROEL TOP OF WALL. 4) CONSTRUCT SEAT BENCH WITH BOARD FORM CONCRETE, BENCH HEIGHT TO BE 15" FROM F.F. SEAT CUSHIONS NEED TO BE 3" THICK. MAKE SURE BACK OF BENCH (BOARD FORM CONCRET WALL) IS SLOPED FROM TOP TO BOTTOM. 5) RREPIT WILL BE 8" CMU WTH SMOOTH COAT STUCCO VENEER. STUCCO COLOR TO BE MERLEX THUNDER SKY P- 2090 B -BASE. PROVIDE 1" GAS UNE. DRAIN NEEDS TO BE INSTALLED IN FIREPIT. PROVIDE 1" REVEAL AROUND ENTIRE BASE OF FIREPIT. THE OBJECTIVE IS TO SEE THE FIREPIT FLOATING. INSTALL DYMONDIA AROUND OUTSIDE PERIMETER OF FIREPIT, FIRE PIT HEIGHT TO BE 16" FROM F.F. 6) INSTALL 6" WIDE BOARD FORM CONCRETE WALL. WALL HEIGHT TO BE 15", USE BOTH 1X6 AND 1X4 BOARDS, STAGGER ALL JOINTS, COCNRETE COLOR TO BE SYANDARD GRAY. SMOOTH TROEL TOP OF WALL. . - MODEL# TOP -UL -148 (TOP UGHTS)LED MODEL#TOP-PL-414(TOP LIGHTS)LED ' -MODEL#TOP-SL-564 (TOP LIGFITS)LED ALL LIGHTS NEED TO BE LED WARM BULBS. MUST REQUESTTHIS UPON ORDER FROM TOP LIGHTS. TRANSFORMER NEEDS TO BE MODEL# TOP -GL - 100 -SS. MAKE SURE YOU PURCHASE LED DRIVER! ONE TRANS FORMER FOR FRONT, AND ONE FOR BACK. 14 i;epternber20171820 W. OCEANFRONT, NEWPORT BEACH, CA I SWARTZ RESIDENCE LL Memorandum Zoning Administrator - January 11, 2018 ITEM NO. 4a - Staff- ADDITIONAL MATERIALS RECEIVED 1820 West Ocean Front Coastal Development Permit C: CH COMMUNITY DEVELOP+'. 100 Civic Center Drive Newport Beach, California 92660 949 644-3200 newportbeachca.gov/communitydevelopment To: Zoning Administrator From: Liane Schuller, Contract Planner Date: January 9, 2018 Re: Coastal Development Permit No. CD2017-100 (PA2017-233) 1820 West Ocean Front The captioned project involves a coastal development permit application for the demolition of an existing single-family residence and the construction of a new residential duplex, which was submitted on November 2, 2017. The project is scheduled for the upcoming Zoning Administrator hearing on Thursday, January 11, 2018. On December 22, 2017, the property owner submitted a condominium parcel map application for the same property. A parcel map on a property located within the Coastal Zone is itself subject to a coastal development permit pursuant to Newport Beach Municipal Code (NBMC) Title 21 Local Coastal Plan Implementation Program. NBMC Section 20.50.030 (Multiple Permit Applications) requires that all applications for the same project be filed and processed concurrently. Staff is therefore recommending that the scheduled hearing item be continued to the Zoning Administrator hearing of February 15, 2018, in order to provide sufficient time to re -notice the project, and to modify the staff analysis and project conditions to include the parcel map application.