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08_Belling Residence Coastal Development Permit_PA2018-004
CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Belling Residence (PA2018-004) Coastal Development Permit No. CD2018-002 SITE LOCATION: 2691 Bay Shore Drive APPLICANT: C.J. Light Associates OWNER: 2691 Bayshore LLC PLANNER: Liane Schuller, Contract Planner 949-644-3237, Ischuller@newportbeachca.gov LAND USE AND ZONING April 12, 2018 Agenda Item No.8 • General Plan: RS -D (Single -Unit Residential Detached) • Zoning District : R-1 (Single -Unit Residential) • Coastal Land Use Category: RSD -13 (Single -Unit Residential Detached (6.0 — 9.9 DU/AC)) • Coastal Zoning District: R-1 (Single -Unit Residential) PROJECT SUMMARY The applicant requests a coastal development permit (CDP) to allow the demolition of an existing single-family residence and the construction of a new two-story, 2,037 -square - foot, single-family residence with an attached 518 -square -foot, two -car garage. The project will include hardscape, landscape and subsurface drainage facilities all located within the confines of 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 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. CD2018-002 (Attachment No. ZA 1). 1 Belling Residence Zoning Administrator, April 12, 2018 Page 2 Land Use and Development Standards The project is located in the R-1 Zoning District, which allows a maximum of one residential dwelling unit on a single legal lot, and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A CDP is required and the property is not eligible for a Waiver for De Minimis Development because the property is located in the Appeal Area. • The property consists of one legal lot containing an existing single-family residence. The neighborhood is predominantly developed with one- and two-story, single- family residences. The design, bulk, and scale of the proposed development is consistent with the existing and anticipated neighborhood pattern of development. The proposed single-family residence 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 project site is located approximately 160 feet from the mean high tide line and is separated from the water by Bay Shore Drive, a row of existing residential development, and a private beach area. The project site is not protected by a bulkhead. • The finished first floor elevation of the proposed residence is 13.97 feet based on the North American Vertical Datum of 1988 (NAVD88), which exceeds the minimum required 9.00 -foot (NAVD88) elevation standard. 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 M Table 1 — Development Standards Development Standard Standard Proposed Setbacks (min.) Front 10 feet 10 feet Sides 4 feet 4 feet Rear 10 feet 10 feet Floor Area 5,708 square feet 2,555 square feet Open Volume Area 428 square feet 1,041 square feet Allowable Third Floor Area 428 square feet N/A Parking 2 -car garage 2 -car garage Height 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards The project site is located approximately 160 feet from the mean high tide line and is separated from the water by Bay Shore Drive, a row of existing residential development, and a private beach area. The project site is not protected by a bulkhead. • The finished first floor elevation of the proposed residence is 13.97 feet based on the North American Vertical Datum of 1988 (NAVD88), which exceeds the minimum required 9.00 -foot (NAVD88) elevation standard. 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 M Belling Residence Zoning Administrator, April 12, 2018 Page 3 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 • The property is not located on the shoreline nor is it located within 100 feet of coastal waters. 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. • 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 based upon the location and elevation of the property Public Access The project site is located between the nearest public road and the sea or shoreline in the private community of Bayshores. Developed in 1941, Bayshores is a 258 -lot single-family gated community located on the Lido Channel southwest of the Coast Highway and Newport Bay Bridge. The 39 -unit Anchorage Apartment complex is also located within the community. The community is accessible from Coast Highway via Bay Shores Drive, a private street. The shoreline is on the south and east sides of the community and consists of bulkheads and two small sandy beaches. Coastal Land Use Plan Policy 3.1.5-3 requires public access consistent with public access policies for any new development in private/gated communities causing or contributing to adverse public access impacts. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on a coastal lot with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. The residential lot does not currently provide nor does it inhibit public coastal access. Vertical and lateral access to the bay front is available adjacent to the Bayshores community at the Balboa Bay Club, approximately 1,500 feet from the subject property. 3 Belling Residence Zoning Administrator, April 12, 2018 Page 4 • The project site is not located adjacent to a coastal view road, public viewpoint, public park or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site and surrounding area did not identify any other public view opportunities. The project site may be located within the viewshed of distant public viewing areas. However, the project is located on a coastal lot and will replace an existing single-family home with a new single-family home that complies with all applicable Local Coastal Program development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. 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 one single-family residence in a residential zone. The proposed project consists of the demolition of an existing single-family residence and the construction of a new two-story, 2,037 -square -foot, single-family residence with an attached 518 -square -foot, two -car garage in the R-1 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. 0 Prepared by: Von Schu r ontract Planner BMZ/Is Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Belling Residence Zoning Administrator, April 12, 2018 Page 5 5 Attachment No. ZA 1 Draft Resolution 0 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH, CALIFORNIA APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-002 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW TWO-STORY, SINGLE-FAMILY RESIDENCE WITH AN ATTACHED TWO -CAR GARAGE AT 2691 BAY SHORE DRIVE (PA2018-004) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by C.J. Light Associates ("Applicant"), on behalf of 2691 Bayshore LLC ("Owner"), with respect to property located at 2691 Bay Shore Drive, requesting approval of a coastal development permit ("CDP"). 2. The property is legally described as Lot 12 of Tract 1014, in the City of Newport Beach, County of Orange, State of California. 3. The Applicant proposes to demolish an existing single-family residence and construct a new two-story, 2,037 -square -foot, single-family residence with an attached 518 -square - foot, two -car garage. The project will include hardscape, landscape, and subsurface drainage facilities all located within the confines of private property. The design complies with all applicable development standards and no deviations are requested. 4. The subject property is designated RS -D (Single -Unit Residential Detached) by the General Plan Land Use Element and is located within the R-1 (Single -Unit Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD -B ((Single -Unit Residential Detached (6.0 — 9.9 DU/AC)) and the property is located within the R-1 (Single -Unit Residential) Coastal Zone District. 6. A public hearing was held on April 12, 2018, 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 Zoning Administrator Resolution No. ZA2018-### Paqe 2 of 8 Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 2. Class 3 exempts the demolition and construction of limited numbers of new, small facilities or structures including one single-family residence in a residential zone. The proposed project consists of the demolition of an existing single-family residence and the construction of a new 2,037 -square -foot single-family residence with an attached 518 -square -foot, two -car garage in the R-1 Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Newport Beach Municipal Code ("NBMC) Section 21.52.015 (Coastal Development Permits, Findings and Decision), 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 residence and enclosed parking, is 2,555 square feet, which complies with the maximum allowable floor area limit of 5,708 square feet. B. The proposed development will provide the minimum required setbacks, which are ten (10) feet along the front property line abutting Bay Shores Drive, ten (10) feet along the rear property line, and four (4) feet along each side property line. C. The highest guardrail is no more than 24 feet and the highest roof ridge is no more than 29 feet, measured from the established grade level of 12.58 feet based on the North American Vertical Datum of 1988 ("NAVD88"), which complies with the maximum height limitation. D. The project includes enclosed garage parking for two vehicles, in compliance with the minimum parking requirement for single-family residences with less than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with one- and two-story, single-family residences. The proposed design, bulk, and scale of the development will be consistent with the existing neighborhood pattern of development and expected future development. I Zoning Administrator Resolution No. ZA2018-### Paqe 3 of 8 3. The project site is located approximately 160 feet from the mean high tide line and is separated from the water by Bay Shore Drive, a row of existing residential development, and a private beach area. The finished first floor elevation of the proposed residence is 13.97 feet (NAVD88), which exceeds the minimum required 9.00 -foot (NAVD88) elevation standard. 4. 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. 5. 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 based upon the location and elevation of the property. 6. The property is not located on the shoreline nor is it located within 100 feet of coastal waters. 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. New landscaping will be verified for compliance with NBMC Section 21.30.075 (Landscaping). Condition of Approval No. 10 is included to require drought -tolerant, and prohibits invasive, species. Prior to issuance of the building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 8. 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: The project site is located between the nearest public road and the sea or shoreline in the private community of Bayshores. Developed in 1941, Bayshores is a 258 -lot single-family gated community located on the Lido Channel southwest of the Coast Highway and Newport Bay Bridge. The 39 -unit Anchorage Apartment complex is also located within the community. The community is accessible from Coast Highway via Bay Shores Drive, a 0 Zoning Administrator Resolution No. ZA2018-### Paqe 4 of 8 private street. The shoreline is on the south and east sides of the community and consists of bulkheads and two small sandy beaches. 2. Coastal Land Use Plan Policy 3.1.5-3 requires public access consistent with public access policies for any new development in private/gated communities causing or contributing to adverse public access impacts. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on a coastal lot with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. 3. The residential lot does not currently provide nor does it inhibit public coastal access. Vertical and lateral access to the bay front is available adjacent to the Bay Shores community at the Balboa Bay Club, approximately 1,500 feet from the subject property. 4. The project site is not located adjacent to a coastal view road, public viewpoint, public park or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site and surrounding area did not identify any other public view opportunities. The project site may be located within the viewshed of distant public viewing areas. However, the project is located on a coastal lot and will replace an existing single-family home with a new single-family home that complies with all applicable Local Coastal Program development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2018-002, 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. 10 Zoning Administrator Resolution No. ZA2018-### Paqe 5 of 8 PASSED, APPROVED, AND ADOPTED THIS 12TH DAY OF APRIL, 2018. Patrick J. Alford, Zoning Administrator 11 Zoning Administrator Resolution No. ZA2018-### Paqe 6 of 8 EXHIBIT "A" CONDITIONS OF APPROVAL 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. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 3. Coastal Development Permit No. CD2018-002 shall expire unless exercised within 24 months from the date of approval as specified in NBMC Section 21.54.060 (Time Limits and Extensions), unless an extension is otherwise granted. 4. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 5. 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. 6. 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. 7. 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). 8. 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. 9. 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. 10. 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. 12 Zoning Administrator Resolution No. ZA2018-### Paqe 7 of 8 11. 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. 12. 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 be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 13. 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. 14. 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. 15. 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. 16. 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. 17. 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. 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. 19. 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 Belling Residence Coastal Development Permit including, but not limited to, Coastal Development Permit No. CD2018-002 (PA2018-004). This indemnification shall 13 Zoning Administrator Resolution No. ZA2018-### Paqe 8 of 8 include, but not be limited to, damages awarded against the City, if any, costs of suit, attomeys' 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, attomeys' 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. M Attachment No. ZA 2 Vicinity Map 15 VICINITY MAP Coastal Development Permit No. CD2018-002 PA2018-004 2691 Bay Shore Drive 10 I_�i�T•7 �_T i�1_►.C•��I_�3 Project Plans Abbreviations AB Anchor Bolt DR Drawing MAX Maximum AC Air Conditioning D. F. Drinking Fountain MET Metal ACOU Acoustical EA Each MIN Minimum AD Area Drain ELEC Electrical (N) New ADJ Adjustable ELEV Elevation NIC Not In Contract ADJT Adjacent EQUIP Equipment N.T.S. Not To Scale AL Aluminum EX Existing NAT Natural ALT Alternate EXP. JT. Expansion Joint OC On Center APPROX Approximate EXT Exterior OPG Opening ARCH Architect EQ Equal OD Outside ASB Asbestos FOF Face Of Finish OH Dim ASP Asphalt FOC Face Of Concrete PLAS Overhead ASBO As Selected By Owner FS Face Of Stud PL Plaster BD Board FIN Finish P Plate BUILD Building FP Fire Proof PG Paint Grade BL Block FS Finish Surface PR Pair BILK Blocking FT Foot RAD Radius BM Beam FTG Footing REQ Required BOT Bottom F. D. Fire Department RD Roof Drain BED Bedroom C. Connection RM Room BRK Bracket G Galvanized REV Revised CAB Cabinet G. 1. Galvanived Iron RWD Redwood CB Catch Basin GA Gauge RO Rough CM Cement GL Glass R.O. Rough Opening CER Ceramic GYP Gypsum REG Register C. 1. Cast Iron GC General Contractor SCH Schedule CLG Ceiling HDWR Hardware SECT Section CA Calking HWD Hardwood SIM Similar CL Center Line HT Height STD Standard CLOS Closet HC Hollow Core STL Steel CLR Clear HM Hollow Metal STIR Structural CMU Concrete Masonry Unit HORIZ Horizontal SUSP Suspended CTR Counter HB Hose Bibb TEL Telephone COL Column HVAC Heating Venting AC TEMP Temporary CONC Concrete IN Inch T&G Tongue & Groove COND Condition ID Inside Dim. TC Top Of Curb/Concrete CONN Connection INSUL Insulation TS Top Of Slab CONST Construction INT Interior TYP Typical Top Of Wall CONT Continuous INV Invert TW Top of Light CONTR Contractor JT Joint T.LT.WT. Weight COR Corridor KIT Kitchen VTR Vent Thru Roof CT Center LAV Lavatory VERT Vertical CTSK Countersunk LIN. FT. Linear Foot WC Water Closet CL Center Line LINOL Linoleum WH Water Heater C.T. Ceramic Tile LG Long WT Weight CLR Clear LAM Laminated WD Wood DET Detail LT Light WWM Welded Wire Mesh DIA Diameter MB Machine Bolt WI Wrought Iron DIM Dimension MECH Mechanical WS Weather Strip *ARTISTIC CONCEPT Vic initv Ma A ^ Is .,.., x my �� ❑f Project m. Location —,L,-- 0 w n e r I Owner Mr. & Mrs. Belling 2695 Bayshore Drive Newport Beach CA 92663 Codes BELLING RESIDENCE 2691 BAYSHORE DRIVE Newport Beach •California • 92663 r EPSs aI.VFF e p % ` e Is m Cram,,,. ghU11ol�wpo081u1150 � OPOF4 Newp p .menti orT4 p Q�BIG C NYOu a d i ,;EN1fP ,C W p/ YUNew.. 4 eauw Orb "s. , i ue '< q a Client This Project Shall Comply with the Following Codes: 2016 CRC; 2016 CBC; 2016 CPC; 2016 CEC; 2016 CMC; 2016 BEES; 2016 T24; Green Building Code Symbols Revision ection Line Al Section Designation Sheet Number Ad Detail Key A6 Detail Designation Sheet Number P14 Datum Sheet I ndex Architectural C1 Cover Sheet SPC1 Specifications Sheet 1 SPC2 Specifications Sheet 2 SPC3 Specifications Sheet 3 SPC4 City of Newport Beach & ASHRE Notes SP1 Site Plan Al First Level Floor Plan A2 Second Level Floor Plan A3 Roof Plan A4 Exterior Elevations A5 Exterior Elevations & Section A6 Open Volume Calculations A7 SQ Footage Overlays A8 Utility Plans - First and Second Level D1 Details 1 D2 Details 2 D3 Details 3 D4 Details 4 & Enlarged Stair Plan Energy S10 EN -0 CA T24 Calculations 1 EN -1 CA T24 Calculations 2 C o n s u I t a n t s ARCHITECT: C.J. Light Associates 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 a (949) 851-1116 f Architect: Christian R. Light, AIA Contact: Ali Samsami T24 GMEP Engineers 26439 Rancho Pkwy Suite 120 Lake Forest, CA 92630 949-267-9095 Contact: Gary Zhou STRUCTURAL ENG. TMM Structural Engineers, Inc. 31645 S. Coast Highway Laguna Beach CA 92651 949-499-6254 Contact: Tarek Mokhtar CIVIL Tool Engineering, Inc. 139 Avenida Navarro San Clemente, CA 92672 Tel: (949) 492-8586 Contact: Caleb Rios Scope of Work Demolition of existing 3,214 sq. ft. SFR, and construction of a new 2,037 sq. ft. SFR; including landscape and hardscape improvements throughout. Genera Notes 1. Issuance of a building permit by the City of Newport Beach does not relieve applicant of the legal requirements to observe covenants, conditions and restrictions which may be recorded against the property or to obtain plans. Contact the community association prior to commencement of any construction authorized 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 Dept 3. Pools, spas, walls, fences, patio covers, and other freestanding structures require separate reviews and permits 4. Obtain fire sprinkler permit prior to calling for roof sheathing inspection. Deferred submittals to be certified by project Architect prior to submittal. 5. All new or rehabilitated landscape projects with an aggregate landscape area of 2,500 square feet or less to conform with the prescriptive compliance option of the Water Efficient Landscape Ordinance. Structural S1 Structural Notes & Typ. Details CY) S1.1 Details S2 Foundation Plan N S3 Entry Level Floor Framing S4 Upper Level Floor Framing G` S5 Roof Framing e S5.1 NW Family 3D View Q S5.2 SW Family 3D View U S6 Details & Enlarged Sections S7 Details S8 Details = S9 Details S10 Details >- Civil C1 Preliminary Grading Z C2 Erosion Control Plan 1 Topographic Survey Project ®ata J Legal Description J Lot: >� 12 Tract: w 1014 APN: 049-192-17 Type of Construction V -B Occupancy Group R3 / U Fire Sprinkler *Per NFPA 13D Yes Zoning District R-1 -B Number of Stories 2 Site Genera Approximate Lot Area: 4,364 Floor Area Limit ( 2 x Buildable ): (2,854 x 2) = 5,708 Proposed Coverage: 33.3% = 1,902 Open Volume Required (.15 x 2854)= 428 Provided = 1,401 Proposed Residence Entry Level Living Area 1,026 Upper Level Living Area 1,011 Total Proposed Living Area 2,037 Total Garage Area 518 Total Impervious Surface Area (Roof + Hardscape) 2,399 Deferred - Fire Sprinklers - Site Walls - Prescriptive Landscape - Civil C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly agreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2017 C.1. Light Associates G. P. SCHAFER ARCHITECT, PIr7 C 19 O\30\ SQU.. \CESP 49vr, F,,oOr, Nt,n, 1-o RK, Nis,," 1-oRK 10003 Ta-'auumNli; 212-96-13e5 rases: _ t _-nos-18.56 o car'r'.irau'i' ,a.' G. P.-1--u-'11C H"or, I -L. W U CY) W Z N W _> � G` ® Q e Q W U n� W 00 = = U w (' >- Q m Z ry O J J e-0 >� N w W Z Zal COVER SHEET Job Number 1724 Scale Date COASTAL - CDPPA2018-002 1 &PLANNING - PA2018-004 RESUBMITTAL #1 MARCH 6, 2018 AR 9� CALF C1 12 NOTES: ALL STORM WATER AND RUN OFF TO BE COLLECTED FROM NON -PERMEABLE SURFACES AND DIRECTED 0 1\76 TOWARDS LANDSCAPED AREAS OR TO AN ON SITE BOTTOMLESS TRENCH DRAIN SYSTEM. \ THE PORTION OF A FENCE OR WALL ABOVE 6'-0" IN b HEIGHT FROM THE EXISTING GRADE PRIOR TO CONSTRUCTION SHALL BE CONSTRUCTED OF OPEN GRILLWORK, WROUGHT IRON, LATTICE WORK, PICKETS OR SIMILAR MATERIALS SUCH THAT AT (12, 1 q LEAST SIXTY PERCENT (60%) OF THE FENCE OR WALL —` (122 6v # ��/ A IS OPEN OR IS CONSTRUCTED OF A TRANSPARENT 0137 0 �u`'�F" ` MATERIAL. >i o —Lip (12,21NG-0 o Oil 6 ® i °r1367ES' ' ALL ROOF TOP AREA TO CONNECT TO DOWNSPOUTS n 232ND)TO CONDUCT WATER TO AN ON-SITE BOTTOMLESS 0 i � �� TRENCH DRAIN SYSTEM. �� 0 3827 o� ° O 33, O 1x914 O h 2?2A RI v PROPOSED PLANTING AREAS TO BE NON-INVASIVE � 0528 a3 82F -')o 1333( P° AND DROUGHT TOLERANT. Q 37,70 O 35Y cCN® B 33 4 oi Q V A v ALL TOP OF WALLS ARE MEASURED FROM EXISTING \` # X3, 13,69 73 `v GRADE PRIOR TO CONSTRUCTION. ® \ /32/"'S C rs ® 0 3771 NC ® O 3836 /C3' N� q` / coNc �a s8 co ® ®n a n3.3n o 12 n ° ° 00 0 11 Yb'i FLOOR PLAN REFERENCE NOTES PLAN CHECK NOTE5: I. - 2. 3. - 4. WATER CLOSET PROVIDE 30" MIN. CLEAR WIDTH AND 24" MIN. CLEARANCE MEASURED FROM FRONT EDGE OF BOWL TO ANY OBSTRUCTION. (CPG 401.6) 5. VOID SPAGE 6. 22 X 30 MINIMUM ATTIC ACCESS WITH 30" MINIMUM HEADROOM. (GBG 1209.2) PROVIDE WEATHERSTRIP 1. 50 x 30 ATTIG AGGESS N/30" MINIMUM HEADROOM. (GBG 1200.2) SEE 10/D3 0. 5/0" TYPE "X" GYP. BIRD. AT ALL WALLS 8 CEILINGS OF ENCLOSED USABLE 5PAGE UNDER STAIRS. (GBG 1009.5.3) 3. SKYLIGHT ABOVE - SEE ROOF 8 CEILING PLANS 10. 32"x 60" CAST-IRON TUB W/ SHATTERPROOF ENCLOSURE - WALLS, STONE MUDSET OVER FIBER GEMENT OR GLASS MAT GYPSUM BAGKERS TO l0" MIN. ABOVE DRAIN INLET AT TUB W/SHOWER. (GBG 1210.3) 11. SHOWER W/SHATTERPROOF ENCLOSURE- WALLS, STONE MUDSET OVER FIBER GEMENT OR GLASS MAT GYPSUM BACKERS TO YO" MIN. ABOVE DRAIN INLET AT TUB N/SHOWER. (GBG 1210.3) 12. GARAGE SIDE OF WALLS 8 CEILING SHALL BE PROTECTED WITH (1) LAYER OF 5/0" TYPE "X" GYPSUM BOARD. (GBG 406.1.4#1) 13. TANKLE55 WATER HEATER LOCATION. 14. F.A.U. UNIT IN ATTIG SPAGE ABOVE - PROVIDE LIGHT, SWITGH, IIOV RECEPTACLE, FUEL GAS AND A MINIMUM 30" WIDE PLYWOOD WORKING PLATFORM AND PASSAGEWAY WITH ATTIC, ACCESS WITHIN 20'-0" OF F.A.U. PER G.M.G.. 15. F.A.U. - PROVIDE FUEL GAS. PER G.M.G.. 16. FLUSH NON-COMBUSTIBLE HEARTH, 2" THICK MIN. OR 3/5" THICK IF FIREBOX OPENING 15 0" MINIMUM ABOVE HEARTH SURFACE. HEARTH SHALL EXTEND Il. RAISED NON-COMBUSTIBLE HEARTH, 2" THICK MIN. OR 3/0" THICK IF FIREBOX OPENING IS 0" MINIMUM ABOVE HEARTH SURFACE. HEARTH SHALL EXTEND 20" MIN. FROM FIREBOX AND 12" MIN. BEYOND SIDES. (GBG 2111.10) 10. WASHER SPACE - PROVIDE RECESSED VALVE lel. DRYER SPACE - PROVIDE VENT TO OUTSIDE AIR. SEE GEN. NOTE #4 8 6 20. GAS APPLIANCE, DIREGT-VENT, W/ SEALED (NON-OPERABLE) GLASS 5URFAGE AT FRONT. TOWN & COUNTRY 42. ANSI Z223.1 INSTALL PER MANUF. 5PEG5. 21. GHA5E W/ DRAFT STOP gp 10'-O" VERT. MAX.- TYP. 22. SELF-CLOSING, TIGHT -FITTING, SOLID WOOD 1-3/0" THICK DOOR OR A 20 -MIN. RATED DOOR AT OPENING TO DWELLING. (GBG 406.1.4 #1) 23. AIG GONDENSOR LOCATIONS. 24. I50KERN EXTERIOR FIREPLACE TGG-E5R-2316 KITCHEN: 32. UNDER GOUNTER REFRIGERATOR DRAWER. 33. IS" WIDE DISHWASHER 34. 10" WIDE UNDER COUNTER WINE COOLER. 35. FARM SINK WITH GARBAGE DISPOSAL 36. DISHWASHER 31. 42" REFRIGERATOR/FREEZER 30. FREEZER 33. 30" STACKED DOUBLE GAS OVENS/WARMER DRAWER 40. 60" GAS RANGE/ OVEN W/ HOOD ABOVE VENT TO OUTSIDE AIR 41. WARMING DRAWER. 42. MICROWAVE DRAWER. 43. SINK. 44. UNDER GOUNTER REFRIGERATOR. 45. ISLAND COUNTERTOP W/ STONE TOP 46. 15" DIA. BAR SINK. 41. 24" WIDE UNDER COUNTER REFRIGERATOR. 1. BATHROOM5: 50. - 51. LAVATORY - SELEGTION PER OWNER 52. SHOWER/ TUB FIXTURES - 5ELEGTION PER OWNER 53. TOWEL RACK, PROVIDE BACKING - SELECTION PER OWNER 54. PEDESTAL SINK - SELECTION PER OWNER 55. MEDIGINE GABINET - SELEGTION PER OWNER 56. SPA TUB 5l. 42"x 60" GAST-IRON TUB 58. LAUNDRY SINK - SELECTION PER OWNER. 59. STONE TUB DECK. 60. STONE SHOWER SEAT, MATCH TUB DECK HEIGHT -WHERE OCGUR5. 61. 14 1/2" WIDE X 10" HIGH TILED RECESS. 62. CERAMIC, TILED DAM/STEP GABINET5: Y0. BASE CABINET 11. CABINET ABOVE l2. BUILT-IN DRAWERS l3. BUILT-IN 14. BUILT-IN ENTERTAINMENT CENTER 15. BUILT-IN SHELVES l6. BUILT-IN SHELVING 5 SHELVES HIGH, U.N.O. FLOOR PLAN GENERAL NOTES I. ALL DIMENSIONS ARE TO FAGS OF STUD OR RETAINING WALL, U.N.O. 2. EXTERIOR STOOPS SHALL NOT HAVE A SLOPE GREATER THAN 1/4" PER FOOT. (G.B.G. 1005.1.4) 3. ALL EXTERIOR SHELVES SHALL HAVE A SLOPE OF NOT LESS THAN 1/4" RISE PER FOOT OF RUN AWAY FROM HOUSE. 4. PROVIDE BACK -DRAFT DAMPERS AT DRYER VENT, HOOD VENT AND EXHAUST FANS. 5. INSTALL DECORATIVE FIREPLAGE SURROUND PER G.B.G. AND MANUFAGTURER'5 INSTALLATION REQUIREMENTS. PROVIDE PROTECTION AND CLEARANCE FOR COMBUSTIBLE MATERIALS. 6. MAX. 14 FT. LENGTH FOR DRYER VENT. DRYER VENT SHALL BE TERMINATED AT THE SIDE OF THE HOUSE A MINIMUM OF 6" ABOVE GROUND. (G.M.G. 504.3.2) 1. GUTTERS AND DOWNSPOUTS TO CONNECT TO AREA DRAIN SYSTEM. 5. MAXIMUM FLOW RATE STANDARDS SET SY THE CALIFORNIA ENERGY COMMISSION: A. WATER GLO5ETS - 1.6 6PM G. LAUNDRY FAUGETS -.2.2 GPM B. 5HOWERHEAD5 - 2.5 GPM D. SINK FAUCET5 - 2.5 GPM 3. PROVIDE APPROVED FIRE SPRINKLER SYSTEM THROUGHOUT INCLUDING GARAGE. SUBMIT PLANS TO THE FIRE AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. (G.B.G. 303.2.1) 10. A DOOR MAY SWING OVER A LANDING THAT 15 NOT MORE THAN 0.5 INCHES IN HEIGHT BELOW THE THRESHOLD. (GBG 1000.1.6) 11. SEE DOOR AND WINDOW 5GHEDULE, SHEET DWS FOR MORE INFORMATION. 12. PROVIDE 26 GAUGE STEEL DUCT IN GARAGE, IF IT PENETRATES I -HR. 5EPERATION. 13. AT DOORS PROVIDE A MINIMUM LANDING THE WIDTH OF THE DOOR AND 36" MINIMUM EXTENDING FROM THE FACE OF DOOR. ((:SBG 1000.15) 14. SEE TITLE 24 REPORT FOR INSULATION REQUIREMENTS. 20 MIN. FROM FIREBOX AND 12 MIN. BEYOND SIDES. (GBG 2111.10) 48. 24 WIDE WINE GOOLER. �� 43. OUTDOOR BBQ. LOCATION 1 � I� 1 2a'- (' SETBPGK ,3 ' ' E p / / / ( „ 10,_02 S /1.2° 30 3 6. 102 _-- / / ANGLE BETWEEN GRIDLINE--- -- t / r--- ---I ---� t i t ---- t t i I f � I / 22'-24., �O � B,_3„ T-31 5'-3" I 8" i 1 �8„ 4,_3 „ _�_ 3,_I I3„ o X38,-7 6-74„ 3'-114„ 4'34 1 1 �t 102 I m rn -t G N27°33'03"W 1 First Floor Plan A-1 1/4" = P -a' I I O I Ln (y) N CD I (� sD O Ln )1 �) I 10105' PL C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and abbe, documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly ogreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. 0 2017 C.1. Light Associates G. P. SCHAFER ARCHITECT, P1.7 C 19 O\30\ SQU. WESP 49vr, Fi.00R Nt,n, 1-o RK, Nis,, 1.ORur 10003 Tal,auuoNll: 212-96-13-5 rmnxes: 2.2-911.- r Bea o car'r'rirau'r ,a.' G. P.-1--:ur<.11-H'II.T, I -L. LU U � W Z N LU _> � Oe' ® Q a - W U n� LU Q = = U w (' >- Q m Z ry - '- 0 J D- J eO >�> N w LU Z A� FIRST FLOOR PLAN Job Number 1724 Scale Date COASTAL - CDP CO2018-002 1 & PLANNING - PA2018-004 RESUBMITTAL #1 MARCH 6, 2018 AR 9� CALF EN 20 FLOOR PLAN REFERENCE NOTES FLOOR PLAN GENERAL NOTES PLAN CHECK NOTE5: 17. RAISED NON-COMBUSTIBLE HEARTH, 2" THICK MIN. OR 3/5" THICK IF FIREBOX BATHROOM5: I. ALL DIMENSIONS ARE TO FACE OF STUD OR RETAINING WALL, U.N.O. OPENING IS 5" MINIMUM ABOVE HEARTH SURFACE. HEARTH SHALL EXTEND 2. EXTERIOR STOOPS SHALL NOT HAVE A SLOPE GREATER THAN 1. - 20" MIN. FROM FIREBOX AND 12" MIN. BEYOND SIDES. (GBG 2111.10) 50. - 1/4" PER FOOT. (G.B.G. 1005.1.4) 2. - 15. WASHER 5PAGE - PROVIDE RECE55EP VALVE 51. LAVATORY - SELEGTION PER OWNER 3. ALL EXTERIOR SHELVES SHALL HAVE A SLOPE OF NOT LESS 3. - Iq. DRYER SPACE - PROVIDE VENT TO OUTSIDE AIR. SEE GEN. NOTE #4 8 6 52. SHOWER/ TUB FIXTURES - 5ELEGTION PER OWNER THAN 1/4" RISE PER FOOT OF RUN AWAY FROM HOUSE. 4. WATER CLOSET PROVIDE 30" MIN. CLEAR WIDTH AND 24" MIN. CLEARANCE 20. GAS APPLIANCE, DIREGT-VENT, W/ SEALED (NON-OPERABLE) GLASS 5URFAGE AT FRONT. 53. TOWEL RACK, PROVIDE BAGKING - 5ELEGTION PER OWNER 4. PROVIDE BACK -DRAFT DAMPERS AT DRYER VENT, HOOD VENT AND MEASURED FROM FRONT EDGE OF BOWL TO ANY OBSTRUCTION. (CPG 40-1.6) TOWN & COUNTRY 42. ANSI Z223.1 INSTALL PER MANUF. 5PEG5. 54. PEDESTAL SINK - SELECTION PER OWNER EXHAUST FANS. 5. VOID SPAGE 21. GHA5E W/ DRAFT STOP gp 10'-O" VERT. MAX.- TYP. 55. MEDIGINE GABINET - SELEGTION PER OWNER 5. INSTALL DECORATIVE FIREPLAGE SURROUND PER G.B.G. AND 6. 22 X 30 MINIMUM ATTIC, AGGE55 WITH 30" MINIMUM HEADROOM. (GBG 120'1.2) 22. SELF-CLOSING, TIGHT -FITTING, SOLID WOOD 1-3/6" THICK DOOR OR A 20 -MIN. RATED 56. SPA TUB MANUFAGTURER'5 INSTALLATION REQUIREMENTS. PROVIDE PROTECTION PROVIDE WEATHERSTRIP DOOR AT OPENING TO DWELLING. (GBG 406.1.4 #1) 5-1. 42"x 60" CAST-IRON TUB AND CLEARANCE FOR COMBUSTIBLE MATERIALS. -1. 30 x 30 ATTIG AGGE55 W/30" MINIMUM HEADROOM. (GBG 120q.2) SEE 10/D3 23. AIG GONDENSOR LOGATIONS. 55. LAUNDRY SINK - SELECTION PER OWNER. 6. MAX. 14 FT. LENGTH FOR DRYER VENT. DRYER VENT SHALL BE 5. 5/5" TYPE "X" GYP. BRP. AT ALL WALL5 8 GEILIN65 OF ENCLC5EP USABLE 24. 15OKERN EXTERIOR FIREPLAGE TGG-E51R-2316 511. STONE TUB DECK. TERMINATED AT THE SIDE OF THE HOUSE A MINIMUM OF 6" ABOVE 5PAGE UNDER STAIRS. (GBG 10011.5.3) 60. STONE SHOWER SEAT, MATCH TUB DECK HEIGHT -WHERE OGGUR5. GROUND. (G.M.G. 504.3.2) q. SKYLIGHT ABOVE - SEE ROOF 8 CEILING PLANS KITCHEN: 61. 14 1/2" WIDE X IS" HIGH TILED RECESS. 7. GUTTERS AND DOWNSPOUTS TO CONNECT TO AREA DRAIN SYSTEM. 10. 32"x 60" CAST-IRON TUB W/ SHATTERPROOF ENCLOSURE - WALLS, STONE 32. UNDER GOUNTER REFRIGERATOR DRAWER. 62. CERAMIC TILED DAM/STEP 5. MAXIMUM FLOW RATE STANDARDS SET SY THE CALIFORNIA ENERGY COMMISSION: MUDSET OVER FIBER GEMENT OR GLASS MAT GYPSUM BAGKERS TO 33. 15" WIDE DISHWASHER CABINETS: A. WATER GL05ET5 - 1.6 6PM G. LAUNDRY FAUGETS - 2.2 GPM 70" MIN. ABOVE DRAIN INLET AT TUB W/SHOWER. (GBG 1210.3) 34. IG" WIDE UNDER COUNTER WINE COOLER. B. 5HOWERHEAP5 - 2.5 GPM D. SINK FAUCETS - 2.5 GPM 11. SHOWER W/ SHATTERPROOF ENCLOSURE- WALLS, STONE 35. FARM SINK WITH GARBAGE DISPOSAL q. PROVIDE APPROVED FIRE SPRINKLER SYSTEM THROUGHOUT INCLUDING MUDSET OVER FIBER GEMENT OR GLASS MAT GYPSUM BACKERS TO 36. DISHWASHER -10. BASE CABINET GARAGE. SUBMIT PLANS TO THE FIRE AUTHORITY FOR APPROVAL PRIOR 70" MIN. ABOVE DRAIN INLET AT TUB W/SHOWER. (GBG 1210.3) 37. 42" REFRIGERATOR/FREEZER -11. CABINET ABOVE TO INSTALLATION. (G.B.G. lo5.2."1) 12. GARAGE 51PF OF WALL5 8 CEILING SHALL BE PROTECTED WITH 35. FREEZER 72. BUILT-IN DRAWERS 10. A DOOR MAY SWING OVER A LANDING THAT 15 NOT MORE THAN 0.5 INCHES (1) LAYER OF 5/5" TYPE "X" GYPSUM BOARD. (GBG 406.1.4#1) 3q. 30" STACKED DOUBLE GAS OVENS/WARMER DRAWER 73. BUILT-IN IN HEIGHT BELOW THE THRESHOLD. (GBG 1005.1.6) 13. TANKLE55 WATER HEATER LOCATION. 40. 60" GAS RANGE/ OVEN W/ HOOD ABOVE VENT TO OUTSIDE AIR -14. BUILT-IN ENTERTAINMENT CENTER 11. SEE DOOR AND WINDOW 5GHEDULE, SHEET DWS FOR MORE INFORMATION. 14. F.A.U. UNIT IN ATTIG SPAGE ABOVE - PROVIDE LIGHT, SWITCH, IIOV 41. WARMING DRAWER. -15. BUILT-IN SHELVES 12. PROVIDE 26 GAUGE STEEL DUCT IN GARAGE, IF IT PENETRATES I -HR. 5EPERATION. RECEPTACLE, FUEL GAS AND A MINIMUM 30" WIDE PLYWOOD WORKING 42. MICROWAVE DRAWER. 76. BUILT-IN SHELVING 5 SHELVES HIGH, U.N.O. 13. AT DOORS PROVIDE A MINIMUM LANDING THE WIDTH OF THE DOOR PLATFORM AND PASSAGEWAY WITH ATTIC AGGE55 WITHIN 20'-0" OF F.A.U. 43. SINK. AND 36" MINIMUM EXTENDING FROM THE FACE OF DOOR. (GBG 1005.15) PER G.M.G.. 44. UNDER GOUNTER REFRIGERATOR. 14. SEE TITLE 24 REPORT FOR INSULATION REQUIREMENTS. 15. F.A.U. - PROVIDE FUEL GAS. PER G.M.G.. 45. 15LANP COUNTERTOP W/ STONE TOP 16. FLUSH NON-GOMBU5TIBLE HEARTH, 2" THICK MIN. OR 3/5" THICK IF FIREBOX 46. 15" DIA. BAR SINK. OPENING 15 5" MINIMUM ABOVE HEARTH SURFACE. HEARTH SHALL EXTEND 47. 24" WIDE UNDER COUNTER REFRIGERATOR. 20" MIN. FROM FIREBOX AND 12" MIN. BEYOND SIDES. (GBG 2111.10) 45. 24" WIDE WINE GOOLER. �� 411. OUTDOOR BBQ. LOCATION 1 1 1 X01_011 S 42° / I It 20t4-------- I I 1 I I I / 17-5 1 / O © © O I I II I 8'-84"�8 6'-8" 2'-72" 2,_7��, II 203-- _T 03r� I I I I III I �+_-20SI I I I L � 209 I -IN I I I - Dressing 1 I 203 I I I O 1 -1N I 1208 26 206 I I N I GuestLn s L II I II Bedroom II 1 U O 205 1N IN I -Ki 1 C) - - IN Closet i�iN 210 m m m 203a -_ II 202 - I I 9EME T 56 =1N� IFF � N-Ivlech. - -fopen i below) II I E O W N 202a Guest So, N 2- r 2osa Stair HaR O Bedroom 1 2026 O o I = -1N O 201 i. 202 =1N m w e IN Linen Shower = I r rI - I m Closet 204a �Iro II _total 201a ❑ .� 2 ° srorz. I I N N Shower -Iv 2o6a - - - - - - - - - - - -- I 2o7a 1 Linen/Storage 1 I t 1 1 I = --------- D-2 �R " Closet �, I�hO 2046' si IY I I �q- p O --------- - - ----i 202a O II N 3 ------ ---- ---- 207b 84 I Tub NichelN ° IGuest tot - N I 8 62 3 1 , 32'T T; ------ - ---- 2, 2° s32 � (� I'-6-' ❑ 'IN 2 11 1 I ------ ---'-- - 3 ' 202c 2046 - ❑ 1„ � - ° O CM Cues z07a „ 3 32 y 8 I L, N � 4'-3 T-101 „ .. ,_25 - . , 8'-3 ,_28.. 2 2 � Z I 207 Dressing II 8 NN I Ln M NK 4--mln 206 N u 4 CD I I ° 51 M `,10 214- ---� 215 1 0 216 L---- -21 ----- O -------- I 0J Ln -IN - -- ------ --- - - -II - ___----- J 1 212 Ln 213 -- -----i m ---- - I- -- - - - - - - - ON I I I - - - - 4,_�3, 4,_ -4-1„ - '-73-- - Z, - - 3,_61 , 3,_61 „ 6'-101 „ N �L 4 4 8 12-- - -I- -4 _- 2 __ - 2'_I'-9-2- I'-6" 1,_44- 7„ a 8,_83„ 6,_77„ 0,_43„ 2,_2-4 u 2,_23„ 9 9, _ V ° 3 3 0 3° W 101,05/ 8 O 4 6 © 4 4© 4 16 O 4'-2' 17-5511 17,_08" l� 1 Second Floor Plan A-2 1/4" = 1'-0" C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and oiler documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly ogreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2017 CA. Light Associates G. P. SCHAFER ARCHITECT, P117 C 19 O\30\ SQU. \GEST 49vr, Fi.00R Nl,n, 1-o RK, Nis,, 1-oRK 10003 Ta l,auums.o: 212-96-13-5 rmnxes: 2.2-911.- r Bea o Car'r'.irau'n ,a.' G. P.-1--as.111CrH"or, I -L. LU U cY) LJJ Z > N LU � ole, ® Q a LJJ U n� LU O a Illne _ _ U Q Q LLJ v m cc Z m C::f J C- cl- J ello w LUN L Z Z Al SECOND FLOOR PLAN Job Number 1724 Scale %4"= 1'-0" Date COASTAL - CDP CO2018-002 1 &PLANNING - PA2018-004 RESUBMITTAL #1 MARCH 6, 2018 9��QZ or C Al SFO m 21 ROOF KEYNOTES: REFERENCE NOTE: I. ALL FLAT ROOFS TO SLOPE MIN. 1/4" PER FT. 2. FINISHED HEIGHT OF ALL ROOFING MATERIALS WHEN INSTALLED, MUST BE UNDER THE MAXIMUM ALLOWABLE HEIGHT. 5. ALL RIDGE HEI6HTS ARE TO FINISHED ROOFING MATERIAL, MAXIMUM. 4. ATTIC VENTING SHALL BE COMPRISED OF LINEAR RIDGE GAP AND EAVE VENTS. 15 SO. IN. NET FREE AREA PER EACH LINEAR FT. VENT. GALGS UPPER LEVEL SO. FT. = 1,004 (1004 /150) x 144 = 965.54 SQ. IN. REQUIRED VENTILATION 509.5 LINEAR FEET OF VENTS PROVIDED X 18.0 50. IN. NFA 5,5-71 SO. IN. TOTAL VENTING PROVIDED VENT SYMBOL, TYP. 5. - 6. COPPER DOWNSPOUT. TIE INTO SUBDRAIN SYSTEM. 1. HALF ROUND COPPER GUTTER. 5. COPPER FLASHING, SLOPE 1/4" PER FOOT. 9. COPPER SADDLE FLASHING 10. CEDAR SHINGLES - GLASS "A" RATED, FIRE TREATED 11. 2'X4' MAX FOOTPRINT ABOVE 24' ENVELOPE ROOF NOTES I. ATTIC VENTS: OPENINGS SHALL HAVE CORROSION- RE515TANT WIRE MESH OR OTHER APPROVED MATERIAL WITH 1/5 INCH MINIMUM AND 1/4 MAXIMUM OPENINGS. I TYPICAL ROOF MATERIAL I FLAT ROOF: MODIFIED BITUMEN MEMBRANE, GLA55 'A" RUBEROID ENERGY GAP 30 FR, BY: GAF E5R-12"14 I 1 -0 11 AGK 5E Ii i 23:12 23:12 �Q 00 00 I 4:12 I FL 9•-r�rt � i � I I I TO DI I 70 23:12 I I 23-12 2 4:12 I I 23:1� �I N � 5 4:1 � I °-I s I 23:12 4:12 + 23:1 ' 23:12 23:12 3 10-0T 5B �± ° a Sp 5EM5� J ± rn I c� I �+ I c ± y Icv� ± +_ I ± 23:12 4:12+4:12 4:12 23'.12 RIDGE I M 34.01' I IT I ± a Jew 4.12 I I +_ 4:12 + �� I 23:12 23:12 23:12 II 23:12 2 3: 12 23:12 ° �] 23:12 D -I iJ 9 1 Roof Plan A-3 1/4" = F-0" C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and ocher documents prepared by Architect for this Project are for use on the Projetl only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly ogreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. 0 2017 C.1. Light Associates G. P. SCHAFER ARCHITECT, P1.7 C 19 O\lON SQU. WESP 4fPH P.r.ocr, :Nt,n, 1-o RK, NIS,, 1.ORur 10003 Tei,aulws.o: 212-96-13-5 o Car`i'rirCu'i' ra.' G. P. SGrr.u:ur<.ViCrn'rvCr'r r`u.0 W U ^/ WV `\ Z N W _> O` ® � a � w U LU O= = U Q 0 Q w m Z m clef J D- J eO >� w LUN L Z Z Al ROOF PLAN Job Number 1724 Sca Ie %4 = 1'-0" Date COASTAL - CDPPA2018-002 1 &PLANNING - PA2018-004 RESUBMITTAL #1 MARCH 6, 2018 AR �3 22 MAX SLOPED ROOF MT. 41.55' North Elevation - Garden 1/4" = 1'-0" 10�10110�►IDYO[��Y�IDYO I. STREET ADDRESS , 4" MIN. HEIGHT DY I" WIDE WITH CONTRASTING DACiGGROUND. 2. EXTERIOR WALLS SHALL DE APPROVED NONGOMDUSTIDLE OR 16NITION RESISTANT MATERIAL, HEAVY TIMDER, OR LOG WALL GONSTRUGTION, OR SHALL PROVIDE PROTECTION FROM INTRUSION OF ASHES AND EMDERS IN AGGORDANGE WITH STANDARD SFM 12--7A-1 (704A.3.1). MAX SLOPED ROOF MT. 41.56' MAX FLAT ROOF MT. 36.56' \ --------------- PAINTED * — ADMERED BRICK VENEER CHIMNEY UPPER FF 25.39' PAINTED - MAMOGANY CUSTOM WINDOWS # DOORS; TYP. PAINTED BRICK - RGERS w/ STONE TREADS; TYP. PF 13.97 PA NFII.H I') Fa' 07 N MAX SLOPED ROOF MT. 41.56' North Elevation - Garage 114" = 1'-0" ------------------RIDGE HT. ----------------------- IN U FM— \ / logo1 111 moll MEIN OLIN "o Z North Elevation - Garage 114" = 1'-0" ------------------RIDGE HT. ----------------------- South Elevation - Great Room 1/4" = 1'-0" PAINTED HORIZONTAL BUTTED BOARDS; TYP. @ DORMER CEDAR SHINGLES; TYP. CUSTOM PROFILED PAINTED CORNICES 41 ARCMITRAVE5; TYP, PAINTED CEDAR SMINGLES; TYP. PAINTED HANDMADE BRICK WATERTABLE ; TYP. --------------- C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and abbe, documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly ogreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2017 C.1. Light Associates G. P. SCHAFER ARCHITECT, P11T C 19 O\30\ SQU. \VEST 49vr Fi.00R Nt,n, 1-o RK, Nis,," 1.ORur 10003 Tal,aulws"o: 212-96-13-5 rmnxe s: _ t _-nae-13ea o Car'r'rirau'i' ,a.' G. P.-1--u-'11C H"or, I -L. W IN U FM— \ / logo1 111 moll W "o Z South Elevation - Great Room 1/4" = 1'-0" PAINTED HORIZONTAL BUTTED BOARDS; TYP. @ DORMER CEDAR SHINGLES; TYP. CUSTOM PROFILED PAINTED CORNICES 41 ARCMITRAVE5; TYP, PAINTED CEDAR SMINGLES; TYP. PAINTED HANDMADE BRICK WATERTABLE ; TYP. --------------- C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and abbe, documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly ogreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2017 C.1. Light Associates G. P. SCHAFER ARCHITECT, P11T C 19 O\30\ SQU. \VEST 49vr Fi.00R Nt,n, 1-o RK, Nis,," 1.ORur 10003 Tal,aulws"o: 212-96-13-5 rmnxe s: _ t _-nae-13ea o Car'r'rirau'i' ,a.' G. P.-1--u-'11C H"or, I -L. W ■ U \ / logo1 111 moll W "o Z N South Elevation - Great Room 1/4" = 1'-0" PAINTED HORIZONTAL BUTTED BOARDS; TYP. @ DORMER CEDAR SHINGLES; TYP. CUSTOM PROFILED PAINTED CORNICES 41 ARCMITRAVE5; TYP, PAINTED CEDAR SMINGLES; TYP. PAINTED HANDMADE BRICK WATERTABLE ; TYP. --------------- C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and abbe, documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly ogreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2017 C.1. Light Associates G. P. SCHAFER ARCHITECT, P11T C 19 O\30\ SQU. \VEST 49vr Fi.00R Nt,n, 1-o RK, Nis,," 1.ORur 10003 Tal,aulws"o: 212-96-13-5 rmnxe s: _ t _-nae-13ea o Car'r'rirau'i' ,a.' G. P.-1--u-'11C H"or, I -L. W U \ / W "o Z N W _> G` ® � a � w U LU 00 = = U t^w V Q m Z m �O J D- J eO >�> w LUCN Z Z Al NORTH & SOUTH ELEVATIONS Job Number 1724 Scale %4 = 1'-0„ Date COASTAL - CDP CO2018-002 1 & PLANNING - PA2018-004 RESUBMITTAL #1 MARCH 6, 2018 AR 9� CALF G 2S I. STREET ADDRESS , 4" MIN. HEIGHT BY I" WIDE WITH CONTRASTING BACKGROUND. 2. EXTERIOR WALLS SHALL BE AFFROVED NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL, HEA\/Y TIMBER, OR L06 WALL CONSTRUCTION, OR SHALL FROVIDE PROTECTION FROM INTRUSION OF ASHES AND EMBERS IN ACCORDANCE WITH STANDARD SFM I2 -7A -I (704A.3.I). ------------------------------------------------------------------------------------------------------------- MAX 5LOPED ROOF MT 41.55' PAINTED CU57 WOOD TRELLr GREAT ROOM VOLUME DRAB ORTHOGONAL CLARITY KEYSTONES ENTABLATURE PAINTED $ 2 East Exterior Elevation A-5 1/4" = 1--0-- PAINTED --0° PAIN7ED WUUD 511UTTER5 ORTHOGONALLY FOR RAFTER TAIL rr AQtry 1 West Exterior Elevation A-5 1/411 = 11-011 C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and abbe, documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly ogreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2017 C.1. Light Associates G. P. SCHAFER ARCHITECT, P11T C 19 O\30\ SQU. \CESP 49vr Fi.00R \Prµ1-o RK, \Pr,\" 1.ORur 10003 Tal,auxoseo:.,,. ors-tuss rmnxP,ex: 2.2-911.- r 3.6 o car'r'rira— ra.' G. P. SGrr.u:ur<.ViCrrr'rvCr'r I -L. LU U CY) Z W N W _> O` ® � a � w U LU 00 = = U Q W m Z m - L- O J D- J eO >�> w LUN Z EAST & WEST ELEVATIONS Job Number 1724 Sca Ie %4 = 1'-0" Date COASTAL - CDP CO2018-002 1 & PLANNING - PA2018-004 RESUBMITTAL #1 MARCH 6, 2018 AR 9� --- �QF CALF A5 24 PL 1 i I I I I I I I I I I I OPEN VOLUME GALGULATIONS: REQUIRED (.15 x 2,854 BUILDABLE) = 428 30. PT. PROVIDED AT LOWER LEVEL 5q-7 UPPER LEVEL + 444 = 1,041 50. PT. PROVIDED PL I I I I I 1 I 1 I PL — — — — i First Floor Plan J 3/16' = 1'-0" PL i Second Floor Plan J 3/16' = 1'-0" PL C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly ogreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2017 C.1. Light Associates G. P. SCHAFER ARCHITECT, P11T C 19 O\lOX SQU. WESP 49vr Fi.00R Nt,nv 1-o RK, Nis,," 1.ORur 10003 Tal,a'lws.o: 212-96-13-5 nanase,.x: 2.2-911.- r Bea o Car'r'rirau'i' ,a.' G. P.-1--:ur< 11-H'"or, I -L. W U \ / LLJ Z > N W r -j'/ Oe' ® 0 a � w U W 00 = = U W ,^ V Q CD Z m clef - L- O J D- J e-0 >� N w W Z Z al OPEN VOLUME CALCULATIONS Job Number 1724 S C a 1e 3 i 1,_0„ 16 Date COASTAL - CDPPA2018-002 1 &PLANNING - PA2018-004 RESUBMITTAL #1 MARCH 6, 2018 AR 9� CALF 215 20'-42" 5,'82., A-7 :loor Plan 1/4" = 1'-0" /t\ Q d ry N N W O N h M F/RST LEVEL COVfRZEO 1"A 710 302 + 15 317 F/RST Z,5VfZ CARAGE 505 22 3 � I .J✓ / F/RST z1fVfz L/V/NC SECOND LEVEL L/VWN Ind Floor Plan 11-011 425 348 38 28 27 23 17 15 15 13 12 10 9 8 8 5 4 + I 1,01 1 693 168 118 Z 7 l VLC] C.J. LIGHT ASSOCIATES CHRISTIAN R. LIGHT • ARCHITECT 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Fax (949) 851-1116 The Drowings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly oWeed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2017 C.1. Light Associates G. P. SCHAFER ARCHITECT, P117 C 19 O\30\ SQU. WESP 49vr Fi.00R \Prµ1-o RK, \Pr,\" 1.ORur 10003 Tal,a xos"o:.,,. ors-tus rmnxP,ex: 2.2-911.- r 3.6 o car'r'rira— ra.' G. P. SGrr.u:ur<.ViCrn'rvCr'r I -L. W U \ / Z W "o N W _> � O` ® 0 a W U LU 00 = = U w 0 Q m Z m - '- O J D- J e-0 >cl- w LUN Z SQ. FOOTAGE OVERLAYS Job Number 1724 Sca le %4 = 1'-0" Date COASTAL - CDP CO2018-002 1 & PLANNING - PA2018-004 RESUBMITTAL #1 MARCH 6, 2018 AR 9� CALF 20 A 2 4 s / / / 1 11 CONC. I A")r\, 1 III s`; 1 111 RESIDENCE 1 1 1 CONC. 1 W LD 1 hF ti2 I Q , 11 C F C 0 D RESIDENCE V, L', 2P� ,,'\ / CONC. I /\�' — �° X542 �V PA- I 3 S=A SEWER CD. / b _ 1 i � ,.'H' JJ_ L1N i� �► � , z no T.. � , n. CONIC. 1�<1 1 — 44�44 FS 11 V / 2°� 1 FS:....:1, mob`' / 1 (�CONC. N6'!' 1.1 r..: W �I-GARj . _ CONC. N� W ti° 3 T1, L AB II A�5 N J� `PAD= 1 �ti2a 1 PNC. > (SEE ADD' 1 Z T2s co 1 , 1 `tit P ✓%y FXS C.i 11 ECD S� II CDNC, WM 1-� CDNC, �J P + 23 LEGEND HARDSCAPE --100-- CONTOUR (EXISTING) —100 — CONTOUR (PROPOSED) 100.00 SPOT ELEVATION (PROPOSED) 5 100.00 SPOT ELEVATION (MATCH EXISTING) ==4"== PROPOSED DRAIN LINE - -SUB - - PROPOSED FORCE MAIN LINE FM—PROPOSED FORCE MAIN LINE PROPOSED PLANTER/SCREEN WALL 4�1 P • DS DOWNSPOUT FF FINISH FLOOR FG FINISH GRADE FL OR FL FLOW LINE FS FINISH SURFACE GFF GARAGE FINISH FLOOR INV INVERT P.L. OR R PROPERTY LINE PA PLANTER AREA TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TP TOP OF PILASTER TW TOP OF WALL NOTICE TO CONTRACTOR REQUIRED CERTIFICATIONS / APPROVALS In addition to any certifications required by the agencies having jurisdiction over this project, the following approvals from the Civil engineer of record are required: 1. Foundation forms for improvements on or abutting property lines is required prior to concrete pour. 2. Location, size, and depth of all drain lines prior to backfill. TOPOGRAPHIC SURVEY PROVIDED BY: RdM SURVEYING, INC. RON MIEDMA L.S. 4653 23016 LAKE FOREST DR., #409 LAGUNA HILLS, CA 92653 TEL: 858-2924 # �> 2� # ti2`� C P P F.F.=1.3.97— g PAD = 8.33 (SEE ADD'L `n1c, NO.2) (crawl 1 space) No. 57587 A CDNC. S=1 F PA \1 1 0 E F G CONSTRUCTION NOTES AC 1 �S, ti + q CD C NC. 7 1 EX. 8"H. C&G AC ' 5HP`F r r_G AC N 0 8 16 SCALE: 1 "= 8' AC C AC I AC I DOWNSPOUT DOWNSPOUT EXTENSION ATTACHED WITH (1) SCREW EACH SIDE AREA DRAIN FIN. GROUND PVC RISER (LENGTH VARIES) PVC 45' ELL PVC SCH. 40 OR SDR 35 DRAIN PIPE (SIZE PER PLAN) A I B C I D E PVC 45' ELL OR WYE AS SHOWN ON PLANS DETAIL FACE OF BUILDING CONCRETE PAD DO NOT USE 90' ELLS OR TEES FOR PIPE DRAIN SYSTEM DOWNSPOUT CONNECTION TO S.D. NOT TO SCALE F H PLANS PREPARED BY: 10- CONSTRUCT CONCRETE DRIVEWAY. TOAL (D --CONSTRUCT CONCRETE HARDSCAPE. 3o- INSTALL 4" DIA. SCHEDULE 40 PVC PIPE DRAIN SYSTEM. (ASTM D1785) ENGINEERING, INC. 4o- INSTALL 6" ATRIUM DRAIN NDS TYPE 90 W/ RISER & ADAPTOR OR EQUAL. % O 50- INSTALL 6" DECK DRAIN NDS TYPE 40 W/ RISER & ADAPTOR OR EQUAL. 6o- INSTALL 9" DECK DRAIN NDS TYPE 1040 W/ RISER & ADAPTOR OR EQUAL. CIVIL ENGINEERING (D --CONSTRUCT INFILTRATION TRENCH(15'LONG X 1.5'WIDE X 1.5'DEEP),PER DETAIL HEREON. LA N D S U R V EY I N G STORMWATER QUALITY 8o- CORE 4" OUTLET PIPE THRU EXIST. CURB (SET OUTLET 1/2" ABOVE FL) PER CITY OF N.B. STD 184-L. 139 Avenida Navarro 9�INSTALL NEW SEWER CLEANOUT PER CITY OF N.B. STD -406-L. San Clemente, CA 92672 9 4 9. 4 9 2. 8 5 8 6 10INSTALL SUMP PUMP. www.toalengineering.com 11 INSTALL 12"X12" CONCRETE BOX, BROOKS B-1212 OR EQUAL. g 12 CONNECT DOWN SPOUT TO STORM DRAIN SYSTEM PER DETAIL HEREON. 7 I� 13 INSTALL FORCE MAIN, SIZE PER PUMP MANUFACTURERS RECOMMENDATIONS. ��ppQROFESSJ Rips F bN, 1 JOB NO. 17237 No. 57587 A AC M EXISTING WALL TO REMAIN, PROTECT IN PLACE. sf CIL ,P 9rF OF Cn1- F EXISTING CONC. HARDSCAPE TO BE REMOVED. to Z `1 EX. 8"H. f C&G R.C.E. 57587 AC DATE: 11.08 INV 8 4 LITLET Q AC C AC I AC I DOWNSPOUT DOWNSPOUT EXTENSION ATTACHED WITH (1) SCREW EACH SIDE AREA DRAIN FIN. GROUND PVC RISER (LENGTH VARIES) PVC 45' ELL PVC SCH. 40 OR SDR 35 DRAIN PIPE (SIZE PER PLAN) A I B C I D E PVC 45' ELL OR WYE AS SHOWN ON PLANS DETAIL FACE OF BUILDING CONCRETE PAD DO NOT USE 90' ELLS OR TEES FOR PIPE DRAIN SYSTEM DOWNSPOUT CONNECTION TO S.D. NOT TO SCALE F H PLANS PREPARED BY: 10- CONSTRUCT CONCRETE DRIVEWAY. TOAL (D --CONSTRUCT CONCRETE HARDSCAPE. 3o- INSTALL 4" DIA. SCHEDULE 40 PVC PIPE DRAIN SYSTEM. (ASTM D1785) ENGINEERING, INC. 4o- INSTALL 6" ATRIUM DRAIN NDS TYPE 90 W/ RISER & ADAPTOR OR EQUAL. % O 50- INSTALL 6" DECK DRAIN NDS TYPE 40 W/ RISER & ADAPTOR OR EQUAL. 6o- INSTALL 9" DECK DRAIN NDS TYPE 1040 W/ RISER & ADAPTOR OR EQUAL. CIVIL ENGINEERING (D --CONSTRUCT INFILTRATION TRENCH(15'LONG X 1.5'WIDE X 1.5'DEEP),PER DETAIL HEREON. LA N D S U R V EY I N G STORMWATER QUALITY 8o- CORE 4" OUTLET PIPE THRU EXIST. CURB (SET OUTLET 1/2" ABOVE FL) PER CITY OF N.B. STD 184-L. 139 Avenida Navarro 9�INSTALL NEW SEWER CLEANOUT PER CITY OF N.B. STD -406-L. San Clemente, CA 92672 9 4 9. 4 9 2. 8 5 8 6 10INSTALL SUMP PUMP. www.toalengineering.com 11 INSTALL 12"X12" CONCRETE BOX, BROOKS B-1212 OR EQUAL. g 12 CONNECT DOWN SPOUT TO STORM DRAIN SYSTEM PER DETAIL HEREON. =_Q 13 INSTALL FORCE MAIN, SIZE PER PUMP MANUFACTURERS RECOMMENDATIONS. ��ppQROFESSJ Rips F 14 INSTALL SUB DRAIN PER SOILS REPORTS RECOMMENDATIONS. �Qs`GP�EB n JOB NO. 17237 No. 57587 A KEY NOTES M EXISTING WALL TO REMAIN, PROTECT IN PLACE. sf CIL ,P 9rF OF Cn1- F EXISTING CONC. HARDSCAPE TO BE REMOVED. NOTES Z CALEB RIOS 1. ALL ROOFS SHALL BE GUTTERED AND DOWNSPOUTS SHALL CONNECT TO THE STORM DRAIN SYSTEM R.C.E. 57587 OTHERWISE NOTED. DATE: 2. PAD ELEVATION BASED ON 5" SLAB OVER 4" AGGREGATE BASE PER FOUNDATION PLAN RECOMMENDATIONS. Q PREPARED FOR: CONTRACTOR TO VERIFY PAD W/ STRUCTURAL ENGINEER AND SOILS ENGINEER PRIOR TO GRADING. (n Of PHIL BELLING 3. PAD ELEVATION BASED ON 6" SLAB OVER 4" AGGREGATE BASE PER FOUNDATION PLAN RECOMMENDATIONS. 2691 BAYSHORE DRIVE CONTRACTOR TO VERIFY PAD W/ STRUCTURAL ENGINEER AND SOILS ENGINEER PRIOR TO GRADING. NEWPORT BEACH, CA 92663 Ld TEL: 4. WHEN AN INTERIOR OR EXTERIOR UTILITY TRENCH IS PROPOSED PARALLEL TO A BLDG FOOTING, THE BOTTOM EMAIL/FAX: OF THE TRENCH SHOULD NOT BE LOCATED BELOW A 1:1 PLANE PROJECTED DOWNWARD FROM THE OUTSIDE BOTTOM EDGE OF THE ADJACENT FOOTING. WHERE THIS CONDITION EXISTS, THE ADJACENT FOOTING SHOULD ZOf cV o BE DEEPENED SUCH THAT THE BOTTOM OF THE UTILITY TRENCH IS LOCATED ABOVE THE 1:1 PROJECTION. w M Z ~o 0 = 5. ALL RECOMMENDATIONS IN THE PROJECT SOILS REPORT PREPARED BY COAST GEOTECHNICAL, INC. (DATED (n J Q W JAN 22, 2018; W.O. 546617-01) ARE CONSIDERED A PART OF THESE PLANS. m Of 0— N 6. ALL DRAINAGE SHALL HAVE A MINIMUM POSITIVE SLOPE OF 0.8% TOWARD OUTLET. CITY OF NEWPORT BEACH NOTES 1. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 2. 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. 3. AN APPROVED CITY OF NEWPORT BEACH ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 4. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. 5. SURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF THE COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION. 6. ALL WORK RELATED TO DOMESTIC WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR. 7. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR. 8. 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. R/W SURFACE COVER PER PLAN 6" TOP SOIL 6" 0 PERFORATED PIPE IMPERMEABLE GEOMEMBRANE LINER (THICKNESS AND o o MATERIAL TO BE APPROVED BY GEOTECHNICAL ENGINEER o 0 0 0 0 PRIOR TO INSTALLATION) ` FILTER CLOTH 12" LAP ®TOP o CRUSHED ROCK EXTEND LINER MIN. 24" BELOW BOTTOM OF GRAVEL AND MIN. 3' BEYOND DRAINBOX HORIZONTALLY. - 0 DETAIL INFILTRATION TRENCH NOT TO SCALE H n i a n i N Z 0 N > w DATE: 2/18/18 g SURVEY DATE: 5-26-16 =_Q DRN.: A.A. DWG. NO. 1 CHD.: C.R. Lel JOB NO. 17237 SHEET 1 OF 2 M U Z 00 d Q U W (n Of Q Z F_ Ld ZOf cV o w M Z ~o 0 = J (n J Q W m Of 0— N DATE: 2/18/18 H. SCALE: 1"=8' SURVEY DATE: 5-26-16 V. SCALE. -- N/A DRN.: A.A. DWG. NO. 1 CHD.: C.R. APPD.: C.R. JOB NO. 17237 SHEET 1 OF 2 2j 2 4 5 6 A s i � 1 II CONC. I ro 3 RESIDENCE CONC. LD C D I E F F < 0 S, �ti22 \ RESIDENCE ��1 L11 5 S CONC. ILD ✓� V� oto I 1 ZFS=1% 1 p SEWED lipFKr 11 CDNC.2461 FS 1 „� 1 n c !.1 IN/ I ( CDNC is,IIR m �1 .4 1 o LLJ G'E WE -1 II CONC. W� W ti°' f LAB=12.69 I SE7, D =11.85 I q • o �~Q SNC E ADD'L NO.3) 1 �ti 1 Z 2s AC co M � CDNC, ENTRANCE U) EROSION CONTROL BMPs 7 u to II L1 11 cs, NF% AC �tiFS� I CONC.WM-9 GRAVEL BAG BERM HIGH). P STREET SWEEPING C= AND VACUUMING DISPOSED OF ON-SITE. i STORM DRAIN INLET SURROUND INLETS WITH GRAVEL BAGS OR COVER EXPOSED RISERS WITH SE -10 WM 11-0 FILTER FABRIC, AS NEEDED. CONIC, ��ti• Off` `1ti. m I II AC CONTROL P + -9 O MATERIAL DELIVERY 1°�S, I a� AND STORAGE MARKED CONTAINERS AND COVERED FROM RAIN AND WIND. WM-2 MATERIAL USE MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTIONS. WM-3 STOCKPILE SOIL AND CONSTRUCTION MATERIAL STOCKPILES, IF PRESENT, SHALL BE P 10' MIN. 10 MIL a a PLASTIC LINING 2" STAKE 1/8' DIA a (TYP) STEEL WIRELB B S n� STAPLE DETAIL o @ s STRAW BALE (NP) PLYWOOD PLAN 48"X24" PAINTED WHITE 10 MIL STAPLES PLASTIC LINING (2 PER BALE) BLACK LETTERS ;CONCRETE] ' 6" HEIGHT BINDING WIRE ;WASHOUT 0.5" LAG STRAW BALE SCREWS WOOD OR NATIVE MATERIAL METAL STAKES ' ��/�� WOOD POST (OPTIONAL) (2 PER BALE) 3"X3"X8' SECTION B -B SIGN DETAIL WM_$ DETAIL WATERPROOFED CONCRETE WASHOUT AREA PER C.A.S.Q.A. WM-8. NOT TO SCALE A I B S� F. Fr=4&97— P D=8. (SEE 4D'L N� C. S=1 C CONC. PALM Q1" H. WALL# Qj po 1* TO -REMAIN IN # X23 # # 12p P P P DETAIL STACK HIGH SANDBAG ® FLOW LINE BAGS MIN. STORM DRAIN INLET PROTECTION NOT TO SCALE C SECTION X -X 7 ;S PLACE BAGS TIGHTLY AND STAGGER ROWS TO ELIMINATE GAPS J PLAN SE -6 DETAIL GRAVEL BAG BERM NOT TO SCALE D it AC 1 �S, ti 1 AC r r_G N 0 8 16 SCALE: 1 "= 8' # AC G H TRACKING CONTROL BMPs STABILIZED CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE FOR CONSTRUCTION AC CONSTRUCTION M � CDNC, ENTRANCE U) EROSION CONTROL BMPs 7 J CDNC. to 3 ;��-7 L1 TEMPORARY SEDIMENT CONTROL c, FROM STORMS. AC �tiFS� SE -6 GRAVEL BAG BERM HIGH). P STREET SWEEPING C= AND VACUUMING DISPOSED OF ON-SITE. i STORM DRAIN INLET SURROUND INLETS WITH GRAVEL BAGS OR COVER EXPOSED RISERS WITH SE -10 PROTECTION FILTER FABRIC, AS NEEDED. I ��ti• Off` `1ti. m I II AC CONTROL II I I -9 WM-1 MATERIAL DELIVERY IF MATERIALS ARE STORED ON SITE, THEY SHALL BE STORED IN ORIGINAL I a� # AC G H TRACKING CONTROL BMPs STABILIZED CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE FOR CONSTRUCTION TC -1 CONSTRUCTION VEHICLE ACCESS TO AND FROM SITE. ENTRANCE EROSION CONTROL BMPs EC -1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION. TEMPORARY SEDIMENT CONTROL FROM STORMS. GRAVEL BAGS SHALL BE PLACED WHERE SHOWN ON PLAN (2 ROWS, 2 BAGS SE -6 GRAVEL BAG BERM HIGH). SE -7 STREET SWEEPING STREET SHALL BE SWEPT OR VACUUMED DAILY AND COLLECTED MATERIAL AND VACUUMING DISPOSED OF ON-SITE. STORM DRAIN INLET SURROUND INLETS WITH GRAVEL BAGS OR COVER EXPOSED RISERS WITH SE -10 PROTECTION FILTER FABRIC, AS NEEDED. WIND EROSION CONTROL WE -1 WIND EROSION WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE CONTROL FROM ANY DISTURBED AREAS DURING CONSTRUCTION. WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL WM-1 MATERIAL DELIVERY IF MATERIALS ARE STORED ON SITE, THEY SHALL BE STORED IN ORIGINAL =_8 AND STORAGE MARKED CONTAINERS AND COVERED FROM RAIN AND WIND. WM-2 MATERIAL USE MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTIONS. WM-3 STOCKPILE SOIL AND CONSTRUCTION MATERIAL STOCKPILES, IF PRESENT, SHALL BE APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs SHALL BE IMPLEMENTED TO MANAGEMENT SURROUNDED BY A TEMPORARY BARRIER AND COVERED. SPILL PREVENTION AMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. WM-4 AND CONTROL EMPLOYEES SHALL BE EDUCATED ON THE CLASSIFICATIONS OF SPILLS AND APPROPRIATE RESPONSES. SOLID WASTE SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN WM-5 MANAGEMENT APPROPRIATE CONTAINERS. FULL CONTAINERS SHALL BE DISPOSED OF � PROPERLY. CONCRETE WASTE AN ON-SITE CONCRETE WASHOUT AREA SHALL, BE CONSTRUCTED, USED, AND WM-8 MANAGEMENT DISPOSED OF IN A MANNER WHICH MEETS THE REQUIREMENTS OF THE CITY. O SANITARY/SEPTIC ON-SITE FACILITIES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR WM_9 WASTE MANAGEMENT FOR THE DURATION OF THE PROJECT. NON-STORMWATER MANAGEMENT WATER NS -1 CONSERVATION MAINTAIN EQUIPMENT TO PREVENT UNINTENDED NON-STORMWATER DISCHARGES. PRACTICES U W PAVING AND APPLY PERIMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER NS -3 GRINDING DISCHARGES. OPERATIONS Z ILLICIT CONNECTION CONTRACTOR SHALL REPORT ILLICIT CONNECTIONS OR ILLEGALLY DUMPED NS -6 /DISCHARGE MATERIALS ON SITE TO THE ENGINEER AND THE CITY INSPECTOR AND SHALL TAKE NO FURTHER ACTION UNTIL DIRECTED. POTABLE WATER / EXERCISE CARE DURING CONSTRUCTION TO PREVENT UNINTENDED NS -7 IRRIGATION NON-STORMWATER DISCHARGES. NS -12 CONCRETE CURING APPLIES TO ALL CONCRETE CONSTRUCTION. NS -13 CONCRETE APPLIES TO ALL CONCRETE CONSTRUCTION. U FINISHING > YEAR-ROUND BMP REQUIREMENTS PLANS PREPARED BY: TOAL ENGINEERING, INC. O CIVIL ENGINEERING LAND SURVEYING STORMWATER QUALITY 139 Avenida Navarro San Clemente, CA 92672 9 4 9. 4 9 2. 8 5 8 6 www.toalengineering.com ? OFESS/ "r( \ EB Rips F W No. 57587 A s9r CIVIL ��•P OF CAI\F� / I CALEB RIOS I R.C.E. 57587 DATE: PREPARED FOR: PHIL BELLING 2691 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 TEL: EMAIL/FAX: a N z 0 N > w 1. WHERE APPROPRIATE, SEDIMENT CONTROL BMPs SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS, AND AT ALL NON-ACTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION FROM STORMS. Q 2. WIND EROSION BMPs (DUST CONTROL) SHALL BE IMPLEMENTED AND MAINTAINED. CJ 3. BMPs TO CONTROL OFF-SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED. z =_8 4. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs SHALL BE IMPLEMENTED TO M PREVENT THE CONTAMINATION OF STORM WATER BY WASTES AND CONSTRUCTION MATERIALS. W � l-- 5. APPROPRIATE NON -STORM WATER BMPs SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF Z _j O O STORM WATER FROM CONSTRUCTION ACTIVITIES. W O 0- Of U W 6. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPs (TEMPORARY OR PERMANENT) SHALL BE (n Z INSTALLED AND ESTABLISHED AS SOON AS PRACTICAL FOR ALL COMPLETED SLOPES OR SLOPES IN wz NON-ACTIVE AREAS. THESE BMPs MUST BE MAINTAINED THROUGHOUT THE YEAR. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS U - > IT IS SAFE TO DO SO. THE FAILURE OF A BMP MAY INDICATE THAT THE BMP, AS INSTALLED, WAS NOT Z N D ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP, OR ADDITIONAL BMPs SHOULD BE INSTALLED TO PROVIDE ADEQUATE PROTECTION. JO ~O LLI W � 7. A DISTURBED AREA THAT IS NOT COMPLETED, BY THAT IS NOT BEING ACTIVELY GRADED (NON-ACTIVE AREA), m J = SHALL BE FULLY PROTECTED FROM EROSION WITH TEMPORARY OR PERMANENT BMPs (EROSION AND O } SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE Ofm AREAS. EROSION AND SEDIMENT CONTROL BMPs MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL W BUILDING PADS, UNFINISHED ROADS, AND SLOPES. rn NOTE LEGEND 8. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENT CONTROL BMPs NECESSARY TO N COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT THE LOCATION AND TYPE OF EROSION AND DISCHARGES SHALL BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION XX -X BMP DESIGNATION IN CALIFORNIA USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT SEDIMENT CONTROL MEASURES TO BE USED STORMWATER BMP HANDBOOK - CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. WILL CHANGE DURING THE COURSE OF CONSTRUCTION, LATEST EDITION, CONSTRUCTION. THE CONTRACTOR SHALL IMPLEMENT THE CONTROLS NECESSARY TO BY THE CALIFORNIA STORMWATER 9. THERE SHALL BE A "WEATHER TRIGGERED ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY SEDIMENT DATE: H. SCALE: PREVENT NON-STORMWATER, SEDIMENT, AND QUALITY ASSOCIATION. CONTROL BMPs AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 2/18/18 1"=8' CONTAMINATED RUNOFF DISCHARGES FROM HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM IS DEFINED AS A FORECASTED, 50% CHANCE S 5 V 6 D16E V SCALE: N/A THE SITE AT ALL TIMES. o000000o GRAVEL BAG BERM SE -6 OF RAIN). DRN.: A.A. G. NO. OOOOO��x FIBER ROLL SE -5 10. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE /� _ r� CHD.: C.R. ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMPs PRIOR l� L TO A PREDICTED RAINSTORM. APPD.: G.R. JOB N0. SHEET OF 17237 2 2 E F G H 2g NORTH 0' 8' 16' SCALE 1'=8' NOTE RECORD EASEMENTS ARE NOT PLOTTED IE ANY. VICINITY MAP MONUMENT NOTES: RdM SURVEYING INC R❑N MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@C❑X.NET INDICATES LEAD AND TAG STAMPED L.S, 8516 INDICATES LEAD AND TAG STAMPED L,S. 4653 RdM SURVEYING INC R❑N MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@C❑X.NET LEGEND '9.1 EVE/ROOF '001`8 DESCRIPTION (123.45) MEAS. ELEVATIONS ( ) REC, BRG. & DIST. = 12.70 DECK # BRICK WALL BUILDING - - PROPERTY LINE FENCE BENCH MARK N. G. NATURAL GRADE P. P. POWER POLE WM WATER METER F. F. FINISH FLOOR G.F. GARAGE FLOOR CONC. CONCRETE F. S. FINISH SURFACE M.H. MAN -HOLE P PLANTER A.C. ASPHALT T.G. TOP -GRATE RdM SURVEYING INC R❑N MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@C❑X.NET O 12.29 FI \ CONC. \ 7�95N\ \ O 12.52 / O 1267 cont. cone 12.65 F 12.65 / t9 CONL. rJ�, g (12.23TG) LONG. 1`s O 12.80 / 40 \ WM 2.s2 F \ s .12 CONC CON( . N . n C (18.09TW) tW, m (12.s6FS) Zy2 (38.19ROOF)' \ O 12.53 >l. CONC./ COnC. �T. / (12.37FU CON(. _ / 13.15 ENC / / \ O 12.47 CON(. 0 P rS.17 cont. y� ro F2 T❑P❑GRAPHIC SURVEY JOB: 60-46, 65-59, 65-60 N�0ao bF�, CONC.1 \ O 12.41 4Q" 13.01 \ ink.x N O 12.35 pp 1 i CONC. 1 S, \ / roOF38.18 conc. 2.46 en rJ�, 1 011 \ / 1 CONC. P ENC ro 1`28.18 1 O 12.28 �,Z4'' 13.15 O 12.48fs 1 CONC. , CONI. 1 JOoob 1 SEWER CO. 1� SEWER CLEANOUT i� fs 1` (k to �t CON(. 1 p ,- � 3��351 � 104•�V, , 1 CONC. 1 CON( 1 rAs,.CT O I .66 "( p CONC. f 1 S� CONC. coNc 01 Fs �� QO 1 S 012.42 4. ink.k.x 2.4 004 1 Fs �� 1 4' b 1 J2o�V, 1 CON(. ,Lbh p <1 1 CONC. O 12.3 1`s CON(. W roAF ��II- 1 1 S, oo � c�2, CON(. q4J 1 IQ�I 11 `10y04 11 I v r1 004 W � 00� 1 (12.49FS)_ 1 1 CONC. 0 44 _ CON(. WM 1 CONC. O 12.38 1 L 5CON(. ink.x O 125 f (yyt DATE: 8/4/16, 12/12/2017 OWNER: PHIL BELLING Qg 13.56 O 32.31 '9.1 EVE/ROOF '001`8 f".71 TT'rM5 0 12.so\ cont. O 12.29 FI \ CONC. \ 7�95N\ \ O 12.52 / O 1267 cont. cone 12.65 F 12.65 / t9 CONL. rJ�, g (12.23TG) LONG. 1`s O 12.80 / 40 \ WM 2.s2 F \ s .12 CONC CON( . N . n C (18.09TW) tW, m (12.s6FS) Zy2 (38.19ROOF)' \ O 12.53 >l. CONC./ COnC. �T. / (12.37FU CON(. _ / 13.15 ENC / / \ O 12.47 CON(. 0 P rS.17 cont. y� ro F2 T❑P❑GRAPHIC SURVEY JOB: 60-46, 65-59, 65-60 N�0ao bF�, CONC.1 \ O 12.41 4Q" 13.01 \ ink.x N O 12.35 pp 1 i CONC. 1 S, \ / roOF38.18 conc. 2.46 en rJ�, 1 011 \ / 1 CONC. P ENC ro 1`28.18 1 O 12.28 �,Z4'' 13.15 O 12.48fs 1 CONC. , CONI. 1 JOoob 1 SEWER CO. 1� SEWER CLEANOUT i� fs 1` (k to �t CON(. 1 p ,- � 3��351 � 104•�V, , 1 CONC. 1 CON( 1 rAs,.CT O I .66 "( p CONC. f 1 S� CONC. coNc 01 Fs �� QO 1 S 012.42 4. ink.k.x 2.4 004 1 Fs �� 1 4' b 1 J2o�V, 1 CON(. ,Lbh p <1 1 CONC. O 12.3 1`s CON(. W roAF ��II- 1 1 S, oo � c�2, CON(. q4J 1 IQ�I 11 `10y04 11 I v r1 004 W � 00� 1 (12.49FS)_ 1 1 CONC. 0 44 _ CON(. WM 1 CONC. O 12.38 1 L 5CON(. ink.x O 125 f (yyt DATE: 8/4/16, 12/12/2017 OWNER: PHIL BELLING Qg 13.56 -0-9&63- o - rooFS LEGAL DESCRIPTION LOT 12 & 13 OF TRACT MAP NO. 1014 BENCH MARK CHIS. BOX ELEVATION= 11.65 BASED ON NAVD 88 DATUM. P(' P(' 1-1.5' GUTTER 27.5' SAND SUS\ R J MIEDEMA A NO. 4653 � EXP. 9/30/19 v\� C%�O/ ADDRESSOF PROJECT: 2691 & 2695 BAYSHORE DRIVE NEWPORT BEACH, CA ::�9 O 32.31 '9.1 EVE/ROOF '001`8 f".71 TT'rM5 CONC. RESIDENCE 12.70 -0-9&63- o - rooFS LEGAL DESCRIPTION LOT 12 & 13 OF TRACT MAP NO. 1014 BENCH MARK CHIS. BOX ELEVATION= 11.65 BASED ON NAVD 88 DATUM. P(' P(' 1-1.5' GUTTER 27.5' SAND SUS\ R J MIEDEMA A NO. 4653 � EXP. 9/30/19 v\� C%�O/ ADDRESSOF PROJECT: 2691 & 2695 BAYSHORE DRIVE NEWPORT BEACH, CA ::�9