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04_Ashby Residence Coastal Development Permit_PA2018-073
CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Ashby Residence (PA2018-073) Coastal Development Permit No. CD2018-032 SITE LOCATION: 1392 Galaxy Drive APPLICANT: Bill Caskey + Associates Inc. OWNER: Jean Ashby PLANNER: Jaime Murillo, Senior Planner 949- 644-3209, jmurillo@newportbeachca.gov LAND USE AND ZONING June 28, 2018 Agenda Item No. 4 • General Plan: RS -D (Single -Unit Residential Detached) • Zoning District : R-1-6000 (Single -Unit Residential) • Coastal Land Use Category: RSD -A (Single -Unit Residential Detached) — (0.0 — 5.9 DU/AC) • Coastal Zoning District: R-1-6000 (Single -Unit Residential) PROJECT SUMMARY A coastal development permit (CDP) to allow the demolition of an existing single-family dwelling and the construction of a new, 5,921 -square -foot, one-story single-family residence and an attached 762 -square -foot, 3 -car garage. The project includes hardscape, drainage, and landscaping improvements. The project complies with all applicable development standards and no deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures), 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. CD2018-032 (Attachment No. ZA 1). 03/13/2018 2 Ashby Residence (PA2018-073) Zoning Administrator, June 28, 2018 Page 2 DISCUSSION Land Use and Development Standards • The subject property is located in the R-1-6000 Coastal Zoning District, which provides for single -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required and the property is not eligible for a waiver for de minimis development because the property is located in the Coastal Commission Appeal Area. The property currently consists of one legal lot developed with a single-family residence. The neighborhood is predominantly developed with one- and two-story, single-family residences. Along the bluff side of Galaxy Drive, development consists primarily of single -story, single-family dwellings. The proposed single - story design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. The proposed single-family dwelling and accessory structures conform to all applicable development standards, including site coverage, setbacks, height, and off- street parking as evidenced by the project plans and illustrated in Table 1 below. The property is located within the Bluff Overlay District of the Local Coastal Program Implementation Plan, which establishes special development standards for identified bluff areas of the City. Pursuant to the Bluff Overlay Map B -9D (Upper Newport Bay Bluffs), the property is located on a bluff subject to marine erosion. Consistent with the Bluff Overlay standards, the proposed principal dwelling and major accessory structures (including swimming pool) are located within Development Area A and setback a minimum of 25 feet from the bluff edge. Minor accessory structures are located within Development B, a minimum of 10 feet back from bluff edge. No accessory structures are proposed within Development Area C. Tmplt 04/03/18 Table 1 — R-1-6000 Development Standards Development Standard Standard Pro osed Setbacks min. Front 20 feet 25 feet Sides 6 feet 6 feet Rear 6 feet 6 feet Site Coverage max. 9,994 square feet 60% 9,162 square feet 55% Parking (min.) 3 -car garage 3 -car garage Height (max.) 24 feet flat roof 29 feet sloped roof 14.59 feet flat roof The property is located within the Bluff Overlay District of the Local Coastal Program Implementation Plan, which establishes special development standards for identified bluff areas of the City. Pursuant to the Bluff Overlay Map B -9D (Upper Newport Bay Bluffs), the property is located on a bluff subject to marine erosion. Consistent with the Bluff Overlay standards, the proposed principal dwelling and major accessory structures (including swimming pool) are located within Development Area A and setback a minimum of 25 feet from the bluff edge. Minor accessory structures are located within Development B, a minimum of 10 feet back from bluff edge. No accessory structures are proposed within Development Area C. Tmplt 04/03/18 Ashby Residence (PA2018-073) Zoning Administrator, June 28, 2018 Page 3 Hazards • The property is located on a relatively level building pad approximately 105 feet above mean sea level adjacent to a bluff that descends approximately 95 feet to the Upper Newport Bay. A Geotechnical Investigation, dated March 23, 2018, was prepared by GMU Geotechnical, Inc., for the project and found that the proposed grading and construction will not adversely affect geologic stability of the existing bluff or adjoining properties or structures, provided construction is performed in accordance with report recommendations. In addition, the report found that the geologic conditions of the site are favorable with respect to gross stability of the bluff that descends from the subject property to the bay. The site is not susceptible to earthquake -induced liquefaction or landsliding. Lastly, the potential for any erosion or slumping is considered very low due to moderate to thick protective vegetation on the bluff and any surficial slumps that do occur are expected to be very localized and shallow in nature and not expected to adversely affect the proposed development. To maintain the surficial stability of the adjacent descending slope, it is recommended that all drainage from the building pad and bluff side yard area be directed to the adjacent street and not to the face of slope. • All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of a building permit. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. • 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. Water Quality • Pursuant to Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. A WQMP prepared by Toal Engineering, Inc., dated March 25, 2018, has been reviewed and approved by the City's Engineer Geologist. The WQHP includes a polluted runoff and hydrologic site characterization, Tmplt 04/03/18 Ashby Residence (PA2018-073) Zoning Administrator, June 28, 2018 Page 4 a sizing standard for best management practices (BMPs), use of low impact development and treatment control approaches 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 and a post construction drainage system that includes drainage and percolation features designed to retain dry weather run-off and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. Public Access The project site is located between the nearest public road and the sea along the Upper Newport Bay Bluffs. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing single-family residence with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project site is located adjacent to Galaxy View Park, which provides enhanced public access to the bluff edge. The project is designed and sited so as not to block or impede existing public access opportunities. The project site is located adjacent to and immediately south of Galaxy View Park, which is a designated public viewpoint in the Coastal Land Use Plan and offers public views of the Upper Newport Bay. The project will replace an existing single-family home with a new single-family home that complies with all applicable development standards, including the Bluff Overlay standards that requires an increased 25 -foot setback from the bluff edge. Overall, the proposed design maintains a building envelope consistent with the existing neighborhood pattern of development and will not affect the existing views afforded from Galaxy View Park. 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 demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the Tmplt 04/03/18 J Ashby Residence (PA2018-073) Zoning Administrator, June 28, 2018 Page 5 demolition of one single-family residence and the construction of a new 5,921 -square - foot, one-story single-family residence and an attached 762 -square -foot, 3 -car garage. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. 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: Jaiffie Murillo Senior Planner Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmplt 04/03/18 Attachment No. ZA 1 Draft Resolution 03/13/2018 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-032 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND ATTACHED 3 -CAR GARAGE LOCATED AT 1392 GALAXY DRIVE (PA2018-073) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Bill Caskey + Associates Inc., with respect to property located at 1392 Galaxy Drive, requesting approval of a coastal development permit. 2. The lot at 1392 Galaxy Drive is legally described as Lot 80 of Tract 4224. 3. The applicant proposes the demolition of an existing single-family dwelling and the construction of a new, 5,921 -square -foot, one-story single-family residence and an attached 762 -square -foot 3 -car garage. The project includes hardscape, drainage, and landscaping improvements. 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-1-6000 (Single -Unit Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD -A (Single -Unit Residential Detached) and it is located within the R-1-6000 (Single -Unit Residential) Coastal Zone District. 6. A public hearing was held on June 28, 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. 2. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the 05-15-2018 7 Zoning Administrator Resolution No. #### Paqe 2 of 8 demolition of one single-family residence and the construction of a new 5,921 -square - foot, single-family residence and an attached 762 -square -foot, 3 -car garage. 3. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: The proposed development complies with applicable residential development standards including, but not limited to, site coverage, setbacks, height, parking, and Bluff Overlay standards. a. Site coverage is limited to 60 -percent (9,994 square feet) of the 16,567 -square -foot lot area. The proposed site coverage area is approximately 55 percent (9,162 square feet). b. The proposed development provides the minimum required setbacks, which are 20 feet along the front bluff -side property line, 6 feet along each side property line and 6 feet along the rear property line of Galaxy Drive. The highest flat roof is approximately 14.59 feet from established grade (106.96 feet NAVD88), significantly less that the 24 -foot maximum height limit requirement. The project includes garage parking for a total of three vehicles, complying with the minimum three -car garage parking requirement for single-family residences with more than 4,000 square feet of habitable floor area. e. Pursuant to the Bluff Overlay Map B -9D (Upper Newport Bay Bluffs), the property is located on a bluff subject to marine erosion. Consistent with the Bluff Overlay standards, the proposed principal dwelling and major accessory structures (including swimming pool) are located within Development Area A and setback a minimum of 25 feet from the bluff edge. Minor accessory structures are located within Development B, a minimum of 10 feet back from bluff edge. No accessory structures are proposed within Development Area C 05-15-2018 2 Zoning Administrator Resolution No. ##### Page 3 of 8 2. The neighborhood is predominantly developed with one- and two-story, single-family residences. Along the bluff side of Galaxy Drive, development consists primarily of single -story, single-family dwellings. The proposed single -story design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The property is located on a relatively level building pad approximately 105 feet above mean sea level adjacent to a bluff that descends approximately 95 feet to the Upper Newport Bay. A Geotechnical Investigation, dated March 23, 2018, was prepared by GMU Geotechnical, Inc., for the project and found that the proposed grading and construction will not adversely affect geologic stability of the existing bluff or adjoining properties or structures, provided construction is performed in accordance with report recommendations. In addition, the report found that the geologic conditions of the site are favorable with respect to gross stability of the bluff that descends from the subject property to the bay. The site is not susceptible to earthquake -induced liquefaction or landsliding. Lastly, the potential for any erosion or slumping is considered very low due to moderate to thick protective vegetation on the bluff and any surficial slumps that do occur are expected to be very localized and shallow in nature and not expected to adversely affect the proposed development. To maintain the surficial stability of the adjacent descending slope, it is recommended that all drainage from the building pad and bluff side yard area be directed to the adjacent street and not to the face of slope. 4. 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. 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 project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 7. Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. A WQMP prepared by Toal Engineering, Inc., dated March 25, 2018, has been reviewed and 05-15-2018 9 Zoning Administrator Resolution No. Paqe 4 of 8 approved by the City's Engineer Geologist. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for best management practices (BMPs), use of low impact development and treatment control approaches to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed best management practices BMPs. 8. Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought -tolerant species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted and only temporary irrigation is installed within 10 feet of bluff edge (Bluff Development Area C). 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 along the Upper Newport Bay Bluffs. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing single-family residence with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project site is located adjacent to Galaxy View Park, which provides enhanced public access to the bluff edge. The project is designed and sited so as not to block or impede existing public access opportunities. 2. The project site is located adjacent to and immediately south of Galaxy View Park, which is a designated public viewpoint in the Coastal Land Use Plan and offers public views of the Upper Newport Bay. The project will replace an existing single-family home with a new single-family home that complies with all applicable development standards, including the Bluff Overlay standards that requires an increased 25 -foot setback from the bluff edge. Overall, the proposed design maintains a building envelope consistent with the existing neighborhood pattern of development and will not affect the existing views afforded from Galaxy View Park. 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. CD2018-032, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 05-15-2018 1O Zoning Administrator Resolution No. #### Paqe 5 of 8 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 28TH DAY OF JUNE, 2018. Patrick J. Alford, Zoning Administrator 05-15-2018 11 Zoning Administrator Resolution No. Page 6 of 8 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, the beach, wetlands or their buffers. 5. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 6. Best Management Practices (BMP's) and Good Housekeeping Practices (GNP's) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Pollution Prevention Plan (CPPP). 7. 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. 8. 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 05-15-2018 12 Zoning Administrator Resolution No. ##1## Paqe 7 of 8 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. 9. 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. 10. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 11. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 12. 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. 13. 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. 14. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 15. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 16. 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. 17. 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 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. 18. Prior to issuance of a building permits, the approved WQMP shall be submitted with the Building Permit plans. Implementation shall be in compliance with the approved WQMP and any changes could require separate review and approval by the Building Division. 19. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive 05-15-2018 13 Zoning Administrator Resolution No. #### Pace 8 of 8 plant species and water efficient irrigation design. No permanent irrigation shall be installed within 10 feet of bluff edge. The plans shall be approved by the Planning Division. 20. The existing 3 -foot -high metal picket fence that currently encroaches beyond the bluff side property line shall be removed and relocated in compliance with the Bluff Overlay standards. 21. 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. 22. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 23. 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. 24. This Coastal Development Permit No. CD2018-032 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. 25. 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 Ashby Residence including, but not limited to, Coastal Development Permit No. CD2018-032 (PA2018-073). 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. 05-15-2018 '1-/+ Attachment No. ZA 2 Vicinity Map 03/13/2018 25 VICINITY MAP INV S ¢ MA,tp51tSI.AUL, O � 3 wux 7 Ia Subject Property r3 N'or h S to B ac N ewp ort Ng / 66n�te",; e y Coastal Development Permit No. CD2018-032 PA2018-073 1392 Galaxy Drive 03/13/2018 10 Attachment No. ZA 3 Project Plans 03/13/2018 27 ASHBY RESIDENCE 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 DATE CDP SUBMITTAL STATE OF CALIFORNIA NOTES PROJECT STATISTICS DRAWING INDEX CDP FINAL SUBMITAL State of California Requirements LEGAL DESCRIPTION: T-1.0 TITLE SHEET, DRAWING INDEX, CODE INFORMATION, PROJECT DESCRIPTION, & VICINITY MAP REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE 1.0 All work shall conform to the Requirements of Title 24 of the California Building Code. OF CALIFORNIA, DESCRIBED AS FOLLOWS: See drawings for Energy Compliance Forms. TRACT: 4224 ARCHITECTURAL 2.0 Mandatory Energy Conservation Requirements for the State of California: LOT: 80 A 0.0 SITE PLAN a. All heating, ventilating, air conditioning and water heating equipment shall meet all the requirements of the Applicable Efficiency Standards and shall be certified to the APN: 117 682 13 A-1.1 FLOOR PLAN California Energy Commission. BUILDING DATA/CODE REVIEW: A-1.3 ROOF PLAN b. A two-stage thermostat, which controls the supplementary heat on its second stage, is SCALE: AS NOTED required on heat pumps. ZONING: R-1-6000 A-2.0 EXTERIOR ELEVATIONS PROJECT NUMBER: c. Thermostats, except those controlling heat pumps, shall be equipped with an OCCUPANCY: SINGLE UNIT RESIDENTIAL SHEET NUMBER: T-1. OF 0 automatic setback which the building occupant can program to automatically set back TYPE OF CONSTRUCTION: V A-3.0 BUILDING SECTIONS the thermostat. Set points for thermostat must be at least two periods in 24 hours. OCCUPANT LOAD: SINGLE FAMILY A-3.1 BUILDING SECTIONS d. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. SETBACK: (SETBACK MAP S -13A) AC -1.0 AREA CALCULATIONS PLAN e. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces and cooking LC -1.0 LOT COVERAGE PLAN appliances shall be equipped with electronic ignition devices. FRONT: 20'-0" (FACES WATER SIDE OF BAY) f. All fan systems exhausting air to the outside shall be provide with back draft dampers. SIDE: 6'-0" CIVIL g. All transverse duct, plenum and fitting joints shall be sealed with pressure sensitive SIDE: 6'-0" tape or mastic to prevent air loss and shall be insulated to conform to the provisions of REAR: 6-0" (FACES GALAXY DRIVE) the CBC, Latest Edition. C-2 PRECISE GRADING PLAN h. All manufactured windows and sliding glass doors shall meet the ANSI Air Infiltration BASE HEIGHT ZONE: 24'-0" FLAT/ 29'-0" SLOPED (SEE HOA RESTRICTIONS) C-3 EROSION CONTROL PLAN Standards, and shall be certified and labeled. i. All swinging doors and windows leading to unconditioned areas shall be fully weather COASTAL ZONE: YES C-4 SECTIONS AND DETAILS stripped. C-5 TOPOGRAPHIC SURVEY j. Storage type water heaters and storage and back-up tanks for solar systems shall be OVERLAY DISTRICT: B -BLUFF DEVELOPMENT - UPPER NEWPORT BAY BLUFFS externally wrapped with R-12 insulation or greater. LANDSCAPE GENERAL PLAN USE: RS -D SINGLE UNIT RESIDENTIAL DETACHED SOUTH COAST AQMD REQUIREMENT FIRST FLOOR: 5,921 SF L-1 LANDSCAPE CONSTRUCTION L-12 PLANTING PLAN SOUTH COAST AQMD RULE 445 DOES NOT ALLOW WOOD BURNING FIRE PLACES GARAGE (3 CAR): 762 SF TO BE INSTALLED IN PROJECTS FOR WHICH A BUILDING PERMIT IS ISSUED ON OR AFTER MARCH 9, 2009. TOTAL AREA INCL. GARAGE: 6,683 SF LOT SQ. FOOTAGE 16,567 SF 60% x 16567 SF LOT: (MAX. LOT COVERAGE) 9,994 SF ACTUAL LOT COVERAGE: (UNDER SOLID ROOF & EAVES) 9,162 SF CODE INFORMATION APPLICABLE STANDARDS: 2016 CALIFORNIA RESIDENTIAL CODE MINIMUM REQUIREMENTS (CRC) 2016 CALIFORNIA BUILDING CODE (CBC) WITH STATE & LOCAL AMENDMENTS 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA ELECTRICAL CODE (CEC) 2016 CALIFORNIA MECHANICAL CODE(CMC) PROJECT DESCRIPTION 2016 CALIFORNIA FIRE CODE (CFC) WE ARE PROPOSING A SINGLE STORY RESIDENCE (5,921 SF EXCLUDING GARAGE; 2016 CALIFORNIA ENERGY CODE (CBC TITLE 24. PART 6) GARAGE 762 SF) (TOTAL GROSS FLOOR AREA INCLUDING GARAGE PARKING 6,683 SF) ON AN IRREGULAR SHAPE LOT (16,567 SF) MID BLOCK WITH AN ALLOWABLE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CG) BUILDING AREA OF 60% LOT COVERAGE = 9,994 SF, ACTUAL LOT COVERAGE UNDER SOLID ROOF & EAVES = 9,162 SF, IN NEWPORT BEACH, CALIFORNIA. THE CHAPTER 15 OF THE 2016 NEWPORT BEACH MUNICIPAL CODE (NBMC) SCOPE OF WORK WILL INCLUDE: THE PROJECT IS A SINGLE STORY RESIDENCE ON A FLAT LOT (MINIMUM GRADING) PROJECT DIRECTORY WITH ACCESS FROM A CITY STREET (GALAXY) FOR GARAGE PARKING (3CARS ENCLOSED). OWNER: ARCHITECT: THE RESIDENCE IS ONE LEVEL (SINGLE STORY) AND IS COMPRISED OF A ENTRY JEAN ASHBY BILL CASKEY + ASSOCIATES, INC. FOYER, GREAT ROOM, DINING ROOM, KITCHEN, BREAKFAST NOOK, PANTRY, 4 1334 HAMPSHIRE CIRCLE 630 CAMEO HIGHLANDS DRIVE BEDROOMS, 4 BATHROOMS, 4 CLOSETS / STORAGE ROOMS, OFFICE, LIBRARY, NEWPORT BEACH, CA 92660 CORONA DEL MAR, CA 92625 STUDIO, LAUNDRY, EQUIPMENT ROOM, POOL AREA, HARDSCAPE AND LANDSCAPE. TEL: (714) 624-7086 PROJECT MANAGER EMAIL: BJCDESIGN@SBCGLOBAL.NET EXISTING FENCE WILL REMAIN ON THE SOUTH SIDE PROPERTY LINE ONLY. PROJECT DIMENSIONS, INC. ATTN: BILL CASKEY 4 PARK PLAZA, #700 STRUCTURAL ENGINEER DEMOLISH A SINGLE FAMILY RESIDENCE APPROXIMATELY 4,139SF CONSISTING OF IRVINE, CA 92614 A LIVING ROOM, KITCHEN, DINING ROOM, 4 BEDROOMS, 5 BATH ROOMS, OFFICE, TEL: (949) 476-2246 WILLIAM SIMPSON ASSOCIATIES, INC. NOOK, LIVING ROOM #2, LAUNDRY, ENTRY FOYER, 3 CAR GARAGE, DRIVEWAY, EMAIL: 23 ORCHARD RD., SUITE 250 HARDSCAPE, LAWN AND LANDSCAPE. SSANDLAND@PROJECTDIMENSIONS.COM LAKE FOREST, CA 92630 ATTN: STEVE SANDLAND P(949) 206-9929 X400 F(949) 206-9955 UTILITY EXTENSIONS FOR WATER, GAS, SEWER, TELEPHONE AND ELECTRIC ARE MASOUD JAFARI PRINCIPAL NOT REQUIRED FOR THIS PROJECT. GENERAL CONTRACTOR M.JAFARI@WSASE.COM CRAWFORD CUSTOM HOMES THE PROJECT DOES NOT REQUIRE DIKING, FILLING, DREDGING OR PLACEMENT OF 245 FISCHER AVENUE, #B1 STRUCTURES IN OPEN COASTAL WATERS, WETLANDS, ESTUARIES OR LAKES. COSTA MESA, CA 92626 TEL: (714) 545-0904 FAX: (714) 545-5777 EMAIL: VICINITY MAP RCRAWFORD@CRAWFORDCUSTOMHOMES.COM i• ,£1 ATTN: RICHARD F. CRAWFORD MEP ENGINEER GEOTECHNICAL ENGINEER RPM ENGINEERS, INC. 102 DISCOVERY GMU GEOTECHNICAL, INC. IRVINE, CA 92618^ Eu'�.k 23241 ARROYO VISTA e..nm im, nns 1$ " TEL: (949) 450-1229 RANCHO SANTA MARGARITA, CA 92688 EMAIL: RAYP@RPMPE.COM TEL: (949) 888-6513 FAX: (949) 888-1380 INFO@GMUGEO.COM ATTN: RAYMOND PHUA ATTN: DAVID HANSEN TITLE 24� =� =- PUBLIC UTILITIES: HERITAGE ENERGY I g DIG ALERT CIVIL ENGINEER / SURVEY (800) 227-2600 TOAL ENGINEERING, INC. SOUTHERN CALIFORNIA EDISON (714) 895-0246 139 AVENIDA NAVARRO r PR, SAN CLEMENTE, CA 92672 i LOCA "I SOUTHERN CALIFORNIA GAS (800) 427-2000 TEL: (949) 492-8586 CITY WATER & SEWER WWW.TOALENGINEERING.COM (949) 644-3011 ATTN: CALEB RIOS, PE PACIFIC BELL TELEPHONE (800) 750-2355 a� �_ 4sa'Y o,ne %* /°° c BILL CASKEY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 DRAWING INDEX, PROJECT DESCRIPTION, CODE INFORMATION, VICINITY MAP AND SITE PLAN NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOTBE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 DATE: 05/30/18 SCALE: AS NOTED DRAWN BY: JRM PROJECT NUMBER: SHEET NUMBER: T-1. OF 0 12 IN 2 N VARIES 4 5 5 7 A I B I C D I E I F LEGEND — 100 — EXISTING CONTOUR T/SLAB PROPOSED TOP OF SLAB _100— PROPOSED CONTOUR FS PROPOSED FINISHED SURFACE 100.00 SPOT ELEVATION FG PROPOSED FINISHED GROUND w PROPOSED CONCRETE PAVING F.F. PROPOSED FINISHED FLOOR DG.F.F. PROPOSED PERVIOUS PAVERS N V PROPOSED GARAGE FINISHED FLOOR INV INVERT OF PIPE -- FM -- PROP. FORCE MAIN TG TOP OF GRATE O ==4"== PROPOSED STORM DRAIN P.L. PROPERTY LINE --SUB-- PROP. SUBDRAIN TW TOP OF WALL U PROPOSED BEARING/RETAINING WALL TF TOP OF FOOTING LU PROPOSED SCREEN WALL BW BOTTOM OF WALL :101:301::m PROPOSED RETAINING WALL W.F. WATER FEATURE co r I= EXISTING RETAINING WALL TO REMAIN P.A. PLANTER AREA — GRADING LIMITS 1A )O F.P. FIRE PIT G H I I J CONSTRUCTION NOTES 2 0 8 16 SCALE: 1/8"= 1'-0" d RCE 11192 5" \P 10998 1• 10- CONSTRUCT CONCRETE DRIVEWAY. SEE DETAIL ON SHEET C-4. CONSTRUCT CONCRETE HARDSCAPE. SEE DETAIL ON SHEET C-4. 3o- CONSTRUCT DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STD -162—L. PLUG ABANDONED DRIVEWAY PER CITY OF NEWPORT BEACH STD -165—L. So- INSTALL 6" PVC SCH 40 OR SDR 35 PIPE DRAIN SYSTEM. 6o- INSTALL 4" PVC SCH 40 OR SDR 35 PIPE DRAIN SYSTEM. — INSTALL 6" ATRIUM DRAIN NDS TYPE 90 W/ RISER & ADAPTOR OR EQUAL. 8o- INSTALL 6" DECK DRAIN NDS TYPE 40 W/ RISER & ADAPTOR OR EQUAL. 9o- INSTALL 12" ATRIUM DRAIN NDS TYPE 1290 W/ RISER & ADAPTOR OR EQUAL. 10 INSTALL 12"02" CATCH BASIN (BROOKS 1212 OR EQUAL) W/ ATRIUM GRATE. 11 INSTALL 3" WIDE TRENCH DRAIN & GRATE (NDS 764). SEE DETAIL ON SHEET C-4. @_INSTALL MICRO CHANNEL DRAIN (NDS 8001 OR EQ.). SEE DETAIL ON SHEET C-4. @_CONSTRUCT BIOTREATMENT BMP (BIORETENTION WITH UNDERDRAIN). 14 INSTALL SUBDRAIN LIFT STATION W/ PVC FORCE MAIN OUTLET. SIZING BY OTHERS. 15 INSTALL STORM WATER LIFT STATION W/ PVC FORCE MAIN OUTLET. SIZING BY OTHERS. 16 DOWNSPOUT PER ARCHITECTURAL ROOF PIAN; SEE ADDITIONAL NOTE #1 HEREON. 17 CONSTRUCT 3"0 CURB DRAIN PER CITY OF NEWPORT BEACH STD -184—L. 18 INSTALL SEWER CLEANOUT ON EXIST. LATERAL PER CITY OF NEWPORT BEACH STD -406—L. 19 CONSTRUCT CONC. SIDE WALK PER CITY OF NEWPORT BEACH STD -180—L. CITY OF NEWPORT BEACH NOTES 0 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. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON—STANDARD PRIVATE 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. 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. 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. 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. 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. ADDITIONAL NOTES 1. ALL ROOFS SHALL BE GUTTERED. ROOF DOWNSPOUTS SHALL OUTLET ONTO THE SURFACE VIA SPLASH BLOCK, OR CONNECT DIRECTLY TO THE SITE DRAINAGE SYSTEM; SEE PLAN. 2. PAD ELEVATIONS ARE BASED ON 10" CONC. MAT SLAB OVER 15 MIL VAPOR BARRIER OVER 4" BASE OF h" OR LARGER CRUSHED ROCK PER FOUNDATION PLAN PREPARED BY WILLIAM SIMPSON & ASSOCIATES, INC. DATED 4/26/18. CONTRACTOR SHALL VERIFY W/ SOILS ENGINEER AND MOST UP TO DATE STRUCTURAL DRAWINGS PRIOR TO COMMENCEMENT OF GRADING. 3. SEE SOIL REPORT FOR ALL OVEREXCAVATION REQUIREMENTS. 4. FOR FOOTING AND FOUNDATION DESIGN, SEE STRUCTURAL PLANS. 5. PER THE SOIL REPORT, ALL CONCRETE IN CONTACT WITH ONSITE SOILS SHALL BE MADE WITH TYPE II/V CEMENT WITH A MAX. W/C RATIO OF 0.50 & MIN. f'c=4,000 psi. FINAL CEMENT MIX TO BE DETERMINED BY CONCRETE CONSULTANT(S). 6. ALL RECOMMENDATIONS CONTAINED IN THE SOILS REPORT BY GMU GEOTECHNICAL, INC. DATED MARCH 23, 2018 (PROJECT NO. 18-023-00), AND ALL ADDENDA THERETO, ARE CONSIDERED PART OF THIS PLAN. 7. ALL DRAIN LINES SHALL HAVE A MIN. POSITIVE SLOPE OF 1% (UNLESS NOTED OTHERWISE). 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. EASEMENT NOTES: SEE SHEET C-5 FOR FULL DESCRIPTION. NUMBERING SEQUENCE PER FIRST AMERICAN TITLE COMPANY PRELIMINARY REPORT NO. O—SA-5638902 (25), DATED FEBRUARY 7, 2018 I I J PLANS PREPARED BY: TOAL ENGINEERING, INC. 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 / QgDFESS/ \ ��Q4�G�,EB Rips Fye w No. 57587 \yTF pFCIC AI I CALEB RIOS I R.C.E. 57587 DATE: PREPARED FOR: ASHBY RESIDENCE BILL CASKEY & ASSOCIATES, INC 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714) 624-7086 EMAIL: bjcdesign@sbcglobal.net W a 6 a a W a 0 Z 0 C0 W o DATE: 5/7/18 Z SURVEY DATE: 3/8/18 V. SCALE: N/A DRN.: M.F.B. J CHD.: M.F.B. APPD.: C.R. JOB NO. 18028 SHEET 2 OF 6 = w LU UN ( m Z Z N V a' C) LU LU QW ZW O > m LU 00 0H Q U) x U Q Q LU n/ I L N co n co r DATE: 5/7/18 H. SCALE: 1/8"=l' SURVEY DATE: 3/8/18 V. SCALE: N/A DRN.: M.F.B. DWG. NO. C-2 CHD.: M.F.B. APPD.: C.R. JOB NO. 18028 SHEET 2 OF 6 ?0 2 4 5 7 n 130 ti�jy I tj I Sc�tbea INV. 3 1 I I \ \ I I SE -7 \ I Gi \ �0\e �0n LA ,05 IQ X 105.E I J (105.21 105.88, .�1 ® I SE -7 I , I 105.83 iosa7 (105. 1C 33) F( ioe 105.37 /yV3- \e011,0 b 105. n D Q JO D C 0 E F G 2 0 8 16 SCALE: 1/8"= 1'-0" x 1( x x N C 10 E 12¢¢,100/1 d e F 0 0 �I h� qq5 SEr-61 ;93 jl` I I IIII IIII 5.70 I/GLE I I I 510 i NV.1 6 OUI T IIII ISI ,070.2E 1 1 1 � I I I III I IIII IIII tT� III°'�1 IIII IIII IIII IIII 1111,950 IINV III 1111, gQ5 1111 IIII III�IIII/ 1 ) IRIVINEI iUB�D VISION BLOCK 5 I III II�'S1 I I ° INV70 G III I963I I I I I I V 1 1 IIII IIII IIS I � I 1 TG I II \ INV I I I VVV \ I I II 107.E I I I 19� I I I LOPE 1 1 I I I I 7O. TG' I I I 1 1 1 1 1 ,51N IIII' I I I I III 11 I I I I 70 TGI 0INV� I ,� � I I I x I I I I I I I I I I ,I k III I'1, 1 1 1 1 106170 TG I 1 I 104.1351 V I I I I I I I 111111 I I I x1107.1111 I I I T SLOPE ISE161 III I I I xl p° I I I I I I I 106.70 TGI J I t l I I 1104.15 INV I n0 x �a IseO�c ea, I I I I I I I 4 I I 11 I 0 G H I I I I I I �I I I I I Iq39 W NOTE THE LOCATION AND TYPE OF EROSION AND SEDIMENT CONTROL MEASURES TO BE USED WILL CHANGE DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL IMPLEMENT THE CONTROLS NECESSARY TO PREVENT NON—STORMWATER, SEDIMENT, AND CONTAMINATED RUNOFF DISCHARGES FROM THE SITE AT ALL TIMES. J LEGEND XX -X BMP DESIGNATION IN CALIFORNIA STORMWATER BMP HANDBOOK - CONSTRUCTION, LATEST EDITION, BY THE CALIFORNIA STORMWATER QUALITY ASSOCIATION. OCCC:D= GRAVEL BAG BERM GED TRACKING CONTROL BMPs DATE: 5/7/18 STABILIZED CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE FOR CONSTRUCTION TC -1 CONSTRUCTION VEHICLE ACCESS TO AND FROM SITE. CHD.: M.F.B. ENTRANCE JOB NO. 18028 EROSION CONTROL BMPs EC -1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON—SITE DURING �� CONSTRUCTION. TEMPORARY SEDIMENT CONTROL ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPs (TEMPORARY OR PERMANENT) SHALL BE 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. NON—ACTIVE AREAS. THESE BMPs MUST BE MAINTAINED THROUGHOUT THE YEAR. IF A SELECTED BMP 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 Q U 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 AND STORAGE MARKED CONTAINERS AND COVERED FROM RAIN AND WIND. WM-2 MATERIAL USE MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH A MORE ROBUST BMP, OR ADDITIONAL BMPs SHOULD BE INSTALLED TO PROVIDE ADEQUATE PROTECTION. PRODUCT DIRECTIONS. WM-3 STOCKPILE SOIL AND CONSTRUCTION MATERIAL STOCKPILES, IF PRESENT, SHALL BE 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 O APPROPRIATE RESPONSES. SOLID WASTE SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN WM-5 MANAGEMENT APPROPRIATE CONTAINERS. FULL CONTAINERS SHALL BE DISPOSED OF SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE LU 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. SANITARY/SEPTIC ON—SITE FACILITIES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR WM_g WASTE MANAGEMENT FOR THE DURATION OF THE PROJECT. NON-STORMWATER MANAGEMENT WATER NS -1 CONSERVATION MAINTAIN EQUIPMENT TO PREVENT UNINTENDED NON—STORMWATER DISCHARGES. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENT CONTROL BMPs NECESSARY TO PRACTICES OLLI PAVING AND APPLY PERIMETER CONTROLS AND VACUUMING TO PREVENT NON—STORMWATER NS -3 GRINDING DISCHARGES. OPERATIONS DISCHARGES SHALL BE STORED ON—SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION 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 USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOTZ 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. FINISHING THERE SHALL BE A "WEATHER TRIGGERED" ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY SEDIMENT 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 jQRpFES/O�„\ �G�EB RIO s w No. 57587 A \yTF oFCICIA`\Eo��� CALEB RIOS R.C.E. 57587 DATE: PREPARED FOR: ASHBY RESIDENCE BILL CASKEY & ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714) 624-7086 EMAIL: bjcdesign@sbcglobal.net w a 6 a. a w a YEAR-ROUND BMP REQUIREMENTS 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. 2. WIND EROSION BMPs (DUST CONTROL) SHALL BE IMPLEMENTED AND MAINTAINED. 3. BMPs TO CONTROL OFF—SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED. 4. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER BY WASTES AND CONSTRUCTION MATERIALS. 5. APPROPRIATE NON—STORM WATER BMPs SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF DATE: 5/7/18 H. SCALE: 1/8"=l' SURVEY DATE: 3/8/18 V. SCALE: N/A DRN.: M.F.B. DWG. NO. C-3 CHD.: M.F.B. APPD.: C.R. JOB NO. 18028 SHEET 3 OF 6 STORM WATER FROM CONSTRUCTION ACTIVITIES. J �� 6. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPs (TEMPORARY OR PERMANENT) SHALL BE INSTALLED AND ESTABLISHED AS SOON AS PRACTICAL FOR ALL COMPLETED SLOPES OR SLOPES IN NON—ACTIVE AREAS. THESE BMPs MUST BE MAINTAINED THROUGHOUT THE YEAR. IF A SELECTED BMP z FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS Q Q U IT IS SAFE TO DO SO. THE FAILURE OF A BMP MAY INDICATE THAT THE BMP, AS INSTALLED, WAS NOT J 2 ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST RESULT IN U A MORE ROBUST BMP, OR ADDITIONAL BMPs SHOULD BE INSTALLED TO PROVIDE ADEQUATE PROTECTION. Q LU In 7. A DISTURBED AREA THAT IS NOT COMPLETED, BY THAT IS NOT BEING ACTIVELY GRADED (NON—ACTIVE AREA), LU O SHALL BE FULLY PROTECTED FROM EROSION WITH TEMPORARY OR PERMANENT BMPs (EROSION AND 0N SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE LU d AREAS. EROSION AND SEDIMENT CONTROL BMPs MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL p BUILDING PADS, UNFINISHED ROADS, AND SLOPES.z Q LU W Z 8. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENT CONTROL BMPs NECESSARY TO OLLI COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT U DISCHARGES SHALL BE STORED ON—SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION m 00 USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOTZ O CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. Q O X 9. THERE SHALL BE A "WEATHER TRIGGERED" ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY SEDIMENT U) CONTROL BMPs AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 O HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM IS DEFINED AS A FORECASTED, 50% CHANCE N OF RAIN). co w 10. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMPs PRIOR TO A PREDICTED RAINSTORM. DATE: 5/7/18 H. SCALE: 1/8"=l' SURVEY DATE: 3/8/18 V. SCALE: N/A DRN.: M.F.B. DWG. NO. C-3 CHD.: M.F.B. APPD.: C.R. JOB NO. 18028 SHEET 3 OF 6 I J �� X TEL./ IVU I L5: 1. DECIBEL LEVEL FOR ALL EXTERIOR EQUIPMENT: POOL EQUIPMENT, AC CONDENSERS, ETC. SHALL NOT EXCEED CITY OF NEWPORT BEACH CITY STANDARDS/HOA. 2. 4 POINTS USED TO DETERMINE GRADE: 106.6' + \ 107.23' + 106.6' / 4 = 106.96' AVERAGE ESTABLISHED GRADE (EG). 3. EXTERIOR \ NEW PAR[ WATER METER 10'-0" E. ,COPPER 1 I 7 E.G. GLA LLII CAR X TEL./ IVU I L5: 1. DECIBEL LEVEL FOR ALL EXTERIOR EQUIPMENT: POOL EQUIPMENT, AC CONDENSERS, ETC. SHALL NOT EXCEED CITY OF NEWPORT BEACH CITY STANDARDS/HOA. 2. 4 POINTS USED TO DETERMINE GRADE: 106.6' + 107.4' + 107.23' + 106.6' / 4 = 106.96' AVERAGE ESTABLISHED GRADE (EG). 3. EXTERIOR PAVING IS "SHAW" SAMPLE #17-063/HOA 4. PROTECT WATER METER IN-PLACE SITE PLAN SCALE: 3/32" = V-0" 0 BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net ,'/.V/" OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 SITE PLAN NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECTS WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 DATE: 05/30/18 SCALE: AS NOTED DRAWN BY: JRM PROJECT NUMBER: - SHEET NUMBER: A�000 OF 21 PAVING E 18"W x 6'-9"H TEMPI GLASS PANEL (SOLEX GRN.) MOUNT TO WALL - TOP @ 7'-0" ABV. POOL DECK LAP POOL NOTE: THE POOL SHALL INCLUDE A LEAK DETECTION DEVICE OR SIMILAR. n4 _n i� 1 T @ 12" = 12" 2 R @ 6" 12" -4''_0' 13'-5A 7'-9" 12'-0" 6'-9" LANDING n m 8'-0" 6'-0" 8'-0" 2'-3" A2.0 c� oz _ g 104 \\ 105 m -JL 4 T @ 12" 48" Or z 5 R ® 6"=30" O o '0O CO o 0 Iz �g z I 0 6 T 12"=72" GREAT ROOM 7 R Q 6"=42" o F.F.=108.00 of N 00 A A3.0 oz I- �g I RM. LANDING O A -17 1 G N rL H /51tr I 6'-3"t 23'-3" 2'-7" 24'-10" I (�> Iz z1 Iz 1 qA Fl ENTRY - J .1 rnJ J J A3.2 ¢ ¢ ¢ 14'-3" 9'-0"15'-5" 12'-0" -5" 12'-0" 13'-3%4 8' 0" 158,-0„1_9EQUAL EQUAL 2'-7„5,_0„5,_4„H f-__- 117 118 119 B R " -------- L------- OPEN BELOW 1 ui ---1 30" 30" U/C n j w w /\� LU/C REF;; FREEZER- o � N COUNTER c� (E) POR BLEB / J \�------- - ---- N SAUN -`�- w ¢ � POSTAL STUDIO Y y ID ° F A J___(D)I --m--- F.F.=108.00 N r�� o --------3 o BEDROOMNo. 1 BEDROOM No. 2 ° 3.0" 3Q„ Lo 0 0 o -----, --- -, 1 0 M PANTR " w o KITCHEN w Swl CH NOTE: w = o THERE SHALL BE NO FACILITIES USED FOR 6 0 o FOOD PREPARATION WITHIN THE STUDIO BATHRM BATHRM r I-rl 7w = OR BE USED FOR RESIDENTIAL PURPOSES N l N N DINNIN 3 b ,ciao SEPARATELY OR INDEPENDENTLY FROM V No. 1 + NO. 2 ROOM A3.3 z 1 OCCUPANTS OF PRINCIPAL STRUCTURE. m 1 5'-2" 10'-10"E10'-10" t 5'-2" 24 0 o T -- C CLR. CLR. G.D. AIR D.W. 126 SWITCH O t---- 36" COOKTOP 0 0 o a I Y & HOOD N BASE CABS. 36° 30" BASE CAL -1 --0 -------'PERS/ POTS1--------1'-6" �yPAN RASH 0 - MAX C L O S E T L O S E T C L O S E T C L O S E T -------- -------- (DRAWERS 124L 122 OMP, -- -- --------- �- 4'-0" I 3'-2„ 3,_6„ ° 134 � - oj� HALLWAY F.F.=108.00 0 ;1 HALLWAY (PORT 0 1 °Na 3'-7" 19'-8y2" 7'-8" 7'-5" 14'-3" -I 2'-2" 17'-3" 13 -0" Inr I ¢ 2'-0" 3'-6" -2" 4'-4" 4'-5" 129 130 131 —� GARAGE F.F.=107.50' �n (3 PARKING SPACES/MINIMUM DIMENSIONS REQUIRED = 28'-3" WIDE x 20'-0" DEEP) 1 r 24"x36" AV RACK I CDP FINAL SUBMITAL 1 5/30/18 I 1 ca I I � 1 10 1 B A3.0 — 1 0 6 Q 1 00 I 3 I �••� 5'-0„ DRAWN BY: JRM 1 PROJECT NUMBER: SHEET NUMBER: A-1 OF W 1 N I I 1 I I cf) m E 18"W x 6'-9"H TEMPI GLASS PANEL (SOLEX GRN.) MOUNT TO WALL - TOP @ 7'-0" ABV. POOL DECK LAP POOL NOTE: THE POOL SHALL INCLUDE A LEAK DETECTION DEVICE OR SIMILAR. n4 _n i� 1 T @ 12" = 12" 2 R @ 6" 12" -4''_0' 13'-5A 7'-9" 12'-0" 6'-9" LANDING n m 8'-0" 6'-0" 8'-0" 2'-3" A2.0 c� oz _ g 104 \\ 105 m -JL 4 T @ 12" 48" Or z 5 R ® 6"=30" O o '0O CO o 0 Iz �g z I 0 6 T 12"=72" GREAT ROOM 7 R Q 6"=42" o F.F.=108.00 of N 00 A A3.0 oz I- �g I RM. LANDING O A -17 1 G N rL H /51tr I 6'-3"t 23'-3" 2'-7" 24'-10" I (�> Iz z1 Iz 1 qA Fl ENTRY - J .1 rnJ J J A3.2 ¢ ¢ ¢ 14'-3" 9'-0"15'-5" 12'-0" -5" 12'-0" 13'-3%4 8' 0" 158,-0„1_9EQUAL EQUAL 2'-7„5,_0„5,_4„H f-__- 117 118 119 B R " -------- L------- OPEN BELOW 1 ui ---1 30" 30" U/C n j w w /\� LU/C REF;; FREEZER- o � N COUNTER c� (E) POR BLEB / J \�------- - ---- N SAUN -`�- w ¢ � POSTAL STUDIO Y y ID ° F A J___(D)I --m--- F.F.=108.00 N r�� o --------3 o BEDROOMNo. 1 BEDROOM No. 2 ° 3.0" 3Q„ Lo 0 0 o -----, --- -, 1 0 M PANTR " w o KITCHEN w Swl CH NOTE: w = o THERE SHALL BE NO FACILITIES USED FOR 6 0 o FOOD PREPARATION WITHIN THE STUDIO BATHRM BATHRM r I-rl 7w = OR BE USED FOR RESIDENTIAL PURPOSES N l N N DINNIN 3 b ,ciao SEPARATELY OR INDEPENDENTLY FROM V No. 1 + NO. 2 ROOM A3.3 z 1 OCCUPANTS OF PRINCIPAL STRUCTURE. m 1 5'-2" 10'-10"E10'-10" t 5'-2" 24 0 o T -- C CLR. CLR. G.D. AIR D.W. 126 SWITCH O t---- 36" COOKTOP 0 0 o a I Y & HOOD N BASE CABS. 36° 30" BASE CAL -1 --0 -------'PERS/ POTS1--------1'-6" �yPAN RASH 0 - MAX C L O S E T L O S E T C L O S E T C L O S E T -------- -------- (DRAWERS 124L 122 OMP, -- -- --------- �- 4'-0" I 3'-2„ 3,_6„ ° 134 � - oj� HALLWAY F.F.=108.00 0 ;1 HALLWAY (PORT 0 1 °Na 3'-7" 19'-8y2" 7'-8" 7'-5" 14'-3" -I 2'-2" 17'-3" 13 -0" Inr I ¢ 2'-0" 3'-6" -2" 4'-4" 4'-5" 129 130 131 —� GARAGE F.F.=107.50' �n (3 PARKING SPACES/MINIMUM DIMENSIONS REQUIRED = 28'-3" WIDE x 20'-0" DEEP) AV CLOSET r 24"x36" AV RACK 3/23/18 CDP FINAL SUBMITAL go so 000000 5/30/18 .000006 10 .-S 12'-10" DATE: 05/30/18 �••� 5'-0„ DRAWN BY: JRM PROJECT NUMBER: SHEET NUMBER: A-1 OF A - 1 8" S E A T -•• OR 10 0000*0 fn .0000*0•-® -, - / o ¢ WATSU POOL / - N 42" deep T.O.W. ELEV. - / PLUNGE N +6'-0' IN IN _ 00 POOL ' / SETBACK 00 E 18"W x 6'-9"H TEMPI GLASS PANEL (SOLEX GRN.) MOUNT TO WALL - TOP @ 7'-0" ABV. POOL DECK LAP POOL NOTE: THE POOL SHALL INCLUDE A LEAK DETECTION DEVICE OR SIMILAR. n4 _n i� 1 T @ 12" = 12" 2 R @ 6" 12" -4''_0' 13'-5A 7'-9" 12'-0" 6'-9" LANDING n m 8'-0" 6'-0" 8'-0" 2'-3" A2.0 c� oz _ g 104 \\ 105 m -JL 4 T @ 12" 48" Or z 5 R ® 6"=30" O o '0O CO o 0 Iz �g z I 0 6 T 12"=72" GREAT ROOM 7 R Q 6"=42" o F.F.=108.00 of N 00 A A3.0 oz I- �g I RM. LANDING O A -17 1 G N rL H /51tr I 6'-3"t 23'-3" 2'-7" 24'-10" I (�> Iz z1 Iz 1 qA Fl ENTRY - J .1 rnJ J J A3.2 ¢ ¢ ¢ 14'-3" 9'-0"15'-5" 12'-0" -5" 12'-0" 13'-3%4 8' 0" 158,-0„1_9EQUAL EQUAL 2'-7„5,_0„5,_4„H f-__- 117 118 119 B R " -------- L------- OPEN BELOW 1 ui ---1 30" 30" U/C n j w w /\� LU/C REF;; FREEZER- o � N COUNTER c� (E) POR BLEB / J \�------- - ---- N SAUN -`�- w ¢ � POSTAL STUDIO Y y ID ° F A J___(D)I --m--- F.F.=108.00 N r�� o --------3 o BEDROOMNo. 1 BEDROOM No. 2 ° 3.0" 3Q„ Lo 0 0 o -----, --- -, 1 0 M PANTR " w o KITCHEN w Swl CH NOTE: w = o THERE SHALL BE NO FACILITIES USED FOR 6 0 o FOOD PREPARATION WITHIN THE STUDIO BATHRM BATHRM r I-rl 7w = OR BE USED FOR RESIDENTIAL PURPOSES N l N N DINNIN 3 b ,ciao SEPARATELY OR INDEPENDENTLY FROM V No. 1 + NO. 2 ROOM A3.3 z 1 OCCUPANTS OF PRINCIPAL STRUCTURE. m 1 5'-2" 10'-10"E10'-10" t 5'-2" 24 0 o T -- C CLR. CLR. G.D. AIR D.W. 126 SWITCH O t---- 36" COOKTOP 0 0 o a I Y & HOOD N BASE CABS. 36° 30" BASE CAL -1 --0 -------'PERS/ POTS1--------1'-6" �yPAN RASH 0 - MAX C L O S E T L O S E T C L O S E T C L O S E T -------- -------- (DRAWERS 124L 122 OMP, -- -- --------- �- 4'-0" I 3'-2„ 3,_6„ ° 134 � - oj� HALLWAY F.F.=108.00 0 ;1 HALLWAY (PORT 0 1 °Na 3'-7" 19'-8y2" 7'-8" 7'-5" 14'-3" -I 2'-2" 17'-3" 13 -0" Inr I ¢ 2'-0" 3'-6" -2" 4'-4" 4'-5" 129 130 131 —� GARAGE F.F.=107.50' �n (3 PARKING SPACES/MINIMUM DIMENSIONS REQUIRED = 28'-3" WIDE x 20'-0" DEEP) m ~ ~ TALL EQUIPMENT STORAGE WINE ---TOP W/UPP RWINE w 132 1 Tcf)1 c¢BASE COUNTERTOP STOR. COOLER CABINETS COOLER No S T O R A G Ein B OPEN BELOW O< O F CEo_m FOLD WN IRONING ED.� D z IN W L 1 m I 100 gallon ge tan k LAUNDRY �__ storMECH'L D POWDER ° J J CO N �lj > >co < ROOM ROOM cf) V) SLOPE 3" C l w SI K 3 of a ° O 4 J I N¢ o RAIN � TOP W H A3.4 "Z °' LIBRARY J 112 111 MASTER 135 N BEDROOM No. 3notM a 0 0 I I I � I I I �1 SHELVES F SHELVES A O A2.0 D A3.0 =N 1 3' x 6' ¢ E MECH'L. & o \ POOL RACKS w N 24'- 1 0)2" 33'- 1 1 " • • GATE \ \ 6'-0" HIGH WALL D • o T.O.W. & GATE • • ELEV.=+6'-0" • • \ rR ♦ ASH • ` • • O CONTA/NeRSAlF v \ 0 0 Q m 0 0 zo InAftQ • • 63 • as ` o FLOOR PLAN �• SCALE: 1/4" = V-0" . • mjIBJ Wm i� 12'-0" CLR. MASTER BEDRC OM No. 4 CLOSET F.F. 108.00 0 WALK-IN CLOSET 7777 777 =z 139 4'-0' 1 CLR. MASTER BATHROOM Ij 4'-0" No.3 CLR. SAFE o KNEE WALL 35" e— HIGH W/GLASS 4'-0" ABOVE CLR(I . L N E N LqV 137 138 MASTER BATHROO l 0 HW 2 1 d 4 No. 0 � A4.1 0 � z I� � W/C SAUNA n v 4'-0" KNEE WALL 35" o v CLR. HIGH W/GLASS 8'-0" ^ ABOVE CLR. GATE \ 2 2 W A4.1 A4.1 0 OPEN 40"x72" a \ BA_SE BELOW BASE TUB \ 1 B \ a CAB 1CAB qw/ d MIRROR ,I A2.0 N 12'-2�2 8'-5" \ 3 27'-9" 00 I o � LO E41 al J 25'-0" LIMITED DEVELOPMENT SETBACK WALL NOTES: 1. ALL INTERIOR & EXTERIOR WALLS ARE INSULATED LEVEL 5 FINISH. 2. ALL INTERIOR WALLS ARE 2x4 TYPE "A" STUD WALLS EXCEPT AS NOTED OTHERWISE - SEE DETAILS SHEET A-3.4. M 3. ALL EXTERIOR WALLS ARE 2x10 TYPE "B" STUD WALLS UNLESS NOTED � OTHERWISE - SEE DETAILS SHEET A-3.4. WALL LEGEND: INDICATES WALL TYPE "C" 2x10 INSULATED STUD WALL - SEE DETAILS SHEET A-3.4 ° INDICATES WALL TYPE "D" 2x6 INSULATED STUD WALL - SEE DETAILS SHEET A-3.4 INDICATES WALL TYPE "E" STC60 INTERIOR SOUND WALL - SEE DETAILS SHEET A-3.4 BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 FLOOR PLAN NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION AV CLOSET r 24"x36" AV RACK 3/23/18 m ~ ~ TALL EQUIPMENT STORAGE WINE ---TOP W/UPP RWINE w 132 1 Tcf)1 c¢BASE COUNTERTOP STOR. COOLER CABINETS COOLER No S T O R A G Ein B OPEN BELOW O< O F CEo_m FOLD WN IRONING ED.� D z IN W L 1 m I 100 gallon ge tan k LAUNDRY �__ storMECH'L D POWDER ° J J CO N �lj > >co < ROOM ROOM cf) V) SLOPE 3" C l w SI K 3 of a ° O 4 J I N¢ o RAIN � TOP W H A3.4 "Z °' LIBRARY J 112 111 MASTER 135 N BEDROOM No. 3notM a 0 0 I I I � I I I �1 SHELVES F SHELVES A O A2.0 D A3.0 =N 1 3' x 6' ¢ E MECH'L. & o \ POOL RACKS w N 24'- 1 0)2" 33'- 1 1 " • • GATE \ \ 6'-0" HIGH WALL D • o T.O.W. & GATE • • ELEV.=+6'-0" • • \ rR ♦ ASH • ` • • O CONTA/NeRSAlF v \ 0 0 Q m 0 0 zo InAftQ • • 63 • as ` o FLOOR PLAN �• SCALE: 1/4" = V-0" . • mjIBJ Wm i� 12'-0" CLR. MASTER BEDRC OM No. 4 CLOSET F.F. 108.00 0 WALK-IN CLOSET 7777 777 =z 139 4'-0' 1 CLR. MASTER BATHROOM Ij 4'-0" No.3 CLR. SAFE o KNEE WALL 35" e— HIGH W/GLASS 4'-0" ABOVE CLR(I . L N E N LqV 137 138 MASTER BATHROO l 0 HW 2 1 d 4 No. 0 � A4.1 0 � z I� � W/C SAUNA n v 4'-0" KNEE WALL 35" o v CLR. HIGH W/GLASS 8'-0" ^ ABOVE CLR. GATE \ 2 2 W A4.1 A4.1 0 OPEN 40"x72" a \ BA_SE BELOW BASE TUB \ 1 B \ a CAB 1CAB qw/ d MIRROR ,I A2.0 N 12'-2�2 8'-5" \ 3 27'-9" 00 I o � LO E41 al J 25'-0" LIMITED DEVELOPMENT SETBACK WALL NOTES: 1. ALL INTERIOR & EXTERIOR WALLS ARE INSULATED LEVEL 5 FINISH. 2. ALL INTERIOR WALLS ARE 2x4 TYPE "A" STUD WALLS EXCEPT AS NOTED OTHERWISE - SEE DETAILS SHEET A-3.4. M 3. ALL EXTERIOR WALLS ARE 2x10 TYPE "B" STUD WALLS UNLESS NOTED � OTHERWISE - SEE DETAILS SHEET A-3.4. WALL LEGEND: INDICATES WALL TYPE "C" 2x10 INSULATED STUD WALL - SEE DETAILS SHEET A-3.4 ° INDICATES WALL TYPE "D" 2x6 INSULATED STUD WALL - SEE DETAILS SHEET A-3.4 INDICATES WALL TYPE "E" STC60 INTERIOR SOUND WALL - SEE DETAILS SHEET A-3.4 BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 FLOOR PLAN NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 DATE: 05/30/18 SCALE: AS NOTED DRAWN BY: JRM PROJECT NUMBER: SHEET NUMBER: A-1 OF A 2 A 2 N 4 5 7 N B C R.O.W. GALAXY DRIVE C.L. 1 I Ilk 30' HALF -STREET R.O.W. EXIST. CURB & 110- 1 GUTTER TO REMAIN 19 5% 6 100 - EX. 6" WATER (APPROX. LOCATION) EX. 8" SEWER 1 TEMPORARY EXCAVATION: (APPROX. LOCATION) I 4' VERTICAL (MAX.) WITH 1:1 BACKCL THEREAFTER, PER SOILS REPORT. FIELD VERIFY DEPTH AND LIMITS WITH 90 - SOILS -ENGINEER. (TYR.) 110 100 FINISH GRADE EXIST. P.L. WALL 1-1 10 5 IMPERMEABLE GEOMEMBRANE I LINER (TYP.) DETAIL PROPOSED RESIDENCE 24" MIN. OVE BENEATH EXIS SURFACE PER B SECTION C-2 SCALE: 1/8" = 1'-0" NOTES: 1. SEE STRUCTURAL PLANS FOR FOUNDATION DESIGN. 2. SEE SOILS REPORT FOR SUBGRADE PREPARATION REQUIREMENTS. 3. OTHER MIN. VALUES MAY APPLY DEPENDING UPON ARCHITECTURAL DETAILS. TREATED MUD SILL PLATE FINISH FLOOR (PER PLAN) TOP OF SLAB (PER PLAN) TYPICAL BUILDING DRAINAGE AT LANDSCAPING NOT TO SCALE SLOG INLET DO NOT USE 90' ELLS P.V.C. OR TEES FOR DRAINLINE RISER SYSTEM PVC 45' PVC DRAIN ELL LINE SIZE PER SLOPE PVC DRAIN LINE PLAN PER PLAN _ _ _ _ WHERE CONTINUED PVC 45' ELL OR WYE AS SHOWN (D&DETAIL ATRIUM DRAIN INLET NOT TO SCALE B C (NOTE 3) 3.5" MIN. HARDSCAPE 2% MIN DETAIL D E PROPOSED RESIDENCE 24" MIN. OVEREXCAVATION BENEATH EXISTING GROUND SURFACE PER SOILS REPORT a SECTION \2-2 SCALE: 1/8" = 1'-0" POOL 44 BY OTHERS UNDER A SEPARATE PERMR j 777\7 P TEMPORARY EXCAVATION: 4' VERTICAL (MAX.) WITH 1:1 BACKCUT THEREAFTER, PER SOILS REPORT. FIELD VERIFY DEPTH AND LIMITS WITH SOILS ENGINEER. (TYP.) TREATED MUD SILL PLATE FINISH FLOOR (PER PLAN) TOP OF SLAB (PER PLAN) TYPICAL BUILDING DRAINAGE AT HARDSCAPE NOT TO SCALE SLOPE INLET DO NOT USE 90' ELLS P.V.C. OR TEES FOR DRAINLINE RISER SYSTEM PVC 45' PVC DRAIN ELL LINE SIZE PER SLOPE PVC DRAIN LINE PLAN PER PLAN _ _ _ _ WHERE CONTINUED PVC 45' ELL OR WYE AS SHOWN 8 DETAIL FLAT DRAIN INLET NOT TO SCALE D F REQUIRED ALONG REAR OF BUILDING PER SOILS REPORT 1 PROP. 6' MAX. HT. P.L. WALL 1 -110 100 G H R I 2 I I_ EX. FENCE TO -110 / BE REMOVED. I EX. SLOPE —LIJ. 32' MIN. SETBACK (H/3; H=96') 1 5 PER SOILS REPORT -100 SECTION NOTES: 1. ACTUAL LIMITS OF EXCAVATION TO BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER. 2. RETAINING WALLS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. 3. FOR FOOTING AND FOUNDATION PLANS, SEE STRUCTURAL DRAWINGS. 4. RETAINING WALL BACKFILL SHALL CONFORM TO THE SOILS REPORT AND THE STRUCTURAL DRAWINGS. *OTHER VALUES MAY APPLY DEPENDING UPON ARCHITECTURAL DETAILS DETAIL TYPICAL SIDE YARD SWALE NOT TO SCALE NOTE: CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4" (TYP.) i a � 4" MIN. CONCRETE aEXP. JT. (TYP.) a 1.4i : a� 1" SAND BASE '::;'::':>¢ DETAIL 1/8" RECESS FOR PATIOS/WALKWAYS 1/4" RECESS FOR DRIVEWAYS GRATE SIZE AND TYPE PER PLAN CONC. PAV'T. CHANNEL SIZE AND s TYPE PER PLAN ° TYPICAL TRENCH DRAIN INLET NOT TO SCALE ANCHOR STAKE (NDS 230) __90 CONSTRUCTION NOTES 1- CONSTRUCT CONCRETE DRIVEWAY. SEE DETAIL ON SHEET C-4. CONSTRUCT CONCRETE HARDSCAPE. SEE DETAIL ON SHEET C-4. 3 CONSTRUCT DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STD -162-L. 4—PLUG ABANDONED DRIVEWAY PER CITY OF NEWPORT BEACH STD -165-L. INSTALL 6" PVC SCH 40 OR SDR 35 PIPE DRAIN SYSTEM. INSTALL 4" PVC SCH 40 OR SDR 35 PIPE DRAIN SYSTEM. 7�INSTALL 6" ATRIUM DRAIN NDS TYPE 90 W/ RISER & ADAPTOR OR EQUAL. B�INSTALL 6" DECK DRAIN NDS TYPE 40 W/ RISER & ADAPTOR OR EQUAL. INSTALL 12" ATRIUM DRAIN NDS TYPE 1290 W/ RISER & ADAPTOR OR EQUAL. 10 INSTALL 12"02" CATCH BASIN (BROOKS 1212 OR EQUAL) W/ ATRIUM GRATE. 11 INSTALL 3" WIDE TRENCH DRAIN & GRATE (NDS 764). SEE DETAIL ON SHEET C-4. 12 INSTALL MICRO CHANNEL DRAIN (NDS 8001 OR EQ.). SEE DETAIL ON SHEET C-4. 13 CONSTRUCT BIOTREATMENT BMP (BIORETENTION WITH UNDERDRAIN). 14 INSTALL SUBDRAIN LIFT STATION W/ PVC FORCE MAIN OUTLET. SIZING BY OTHERS. 15 INSTALL STORM WATER LIFT STATION W/ PVC FORCE MAIN OUTLET. SIZING BY OTHERS. 16 DOWNSPOUT PER ARCHITECTURAL ROOF PLAN; SEE ADDITIONAL NOTE #1 HEREON. 17 CONSTRUCT 3"0 CURB DRAIN PER CITY OF NEWPORT BEACH STD -184-L. 18 INSTALL SEWER CLEANOUT ON EXIST. LATERAL PER CITY OF NEWPORT BEACH STD -406-L. 19 CONSTRUCT CONC. SIDE WALK PER CITY OF NEWPORT BEACH STD -180-L. LANDSCAPE DRIVEWAYS HARDSCAPE POOL DECK A * 6" MIN. 3.5" MIN. B 5% MIN. 2% MIN. C 2% MIN. 1% MIN. *OTHER VALUES MAY APPLY DEPENDING UPON ARCHITECTURAL DETAILS DETAIL TYPICAL SIDE YARD SWALE NOT TO SCALE NOTE: CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4" (TYP.) i a � 4" MIN. CONCRETE aEXP. JT. (TYP.) a 1.4i : a� 1" SAND BASE '::;'::':>¢ DETAIL 1/8" RECESS FOR PATIOS/WALKWAYS 1/4" RECESS FOR DRIVEWAYS GRATE SIZE AND TYPE PER PLAN CONC. PAV'T. CHANNEL SIZE AND s TYPE PER PLAN ° TYPICAL TRENCH DRAIN INLET NOT TO SCALE ANCHOR STAKE (NDS 230) __90 CONSTRUCTION NOTES 1- CONSTRUCT CONCRETE DRIVEWAY. SEE DETAIL ON SHEET C-4. CONSTRUCT CONCRETE HARDSCAPE. SEE DETAIL ON SHEET C-4. 3 CONSTRUCT DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STD -162-L. 4—PLUG ABANDONED DRIVEWAY PER CITY OF NEWPORT BEACH STD -165-L. INSTALL 6" PVC SCH 40 OR SDR 35 PIPE DRAIN SYSTEM. INSTALL 4" PVC SCH 40 OR SDR 35 PIPE DRAIN SYSTEM. 7�INSTALL 6" ATRIUM DRAIN NDS TYPE 90 W/ RISER & ADAPTOR OR EQUAL. B�INSTALL 6" DECK DRAIN NDS TYPE 40 W/ RISER & ADAPTOR OR EQUAL. INSTALL 12" ATRIUM DRAIN NDS TYPE 1290 W/ RISER & ADAPTOR OR EQUAL. 10 INSTALL 12"02" CATCH BASIN (BROOKS 1212 OR EQUAL) W/ ATRIUM GRATE. 11 INSTALL 3" WIDE TRENCH DRAIN & GRATE (NDS 764). SEE DETAIL ON SHEET C-4. 12 INSTALL MICRO CHANNEL DRAIN (NDS 8001 OR EQ.). SEE DETAIL ON SHEET C-4. 13 CONSTRUCT BIOTREATMENT BMP (BIORETENTION WITH UNDERDRAIN). 14 INSTALL SUBDRAIN LIFT STATION W/ PVC FORCE MAIN OUTLET. SIZING BY OTHERS. 15 INSTALL STORM WATER LIFT STATION W/ PVC FORCE MAIN OUTLET. SIZING BY OTHERS. 16 DOWNSPOUT PER ARCHITECTURAL ROOF PLAN; SEE ADDITIONAL NOTE #1 HEREON. 17 CONSTRUCT 3"0 CURB DRAIN PER CITY OF NEWPORT BEACH STD -184-L. 18 INSTALL SEWER CLEANOUT ON EXIST. LATERAL PER CITY OF NEWPORT BEACH STD -406-L. 19 CONSTRUCT CONC. SIDE WALK PER CITY OF NEWPORT BEACH STD -180-L. *REQUIRED WHERE ADJACENT TO LANDSCAPE AREAS. NOTES: 1. THIS DETAIL IS FOR REFERENCE ONLY TO ILLUSTRATE SOILS REPORT REQUIREMENTS. HARDSCAPE DESIGN BY OTHERS. 2. SEE SOILS REPORT FOR OVEREXCAVATION AND SUBGRADE PREPARATION REQUIREMENTS. SURFACE TEXTURE, TILE, PAVERS, ETC. PER LANDSCAPE PLANS ❑A SEE SOILS REPORT FOR SUBGRADE REQUIREMENTS 0 �Y1 DETAIL TYPICAL DRIVEWAY / HARDSCAPE SECTION PER GMU GEOTECHNICAL, INC. SOILS REPORT DATED MARCH 23, 2018 (PROJECT: 18-023-00) NOT TO SCALE VARIES TOP OF DRAIN PER PLAN VEGETATION F FINISHED AF pgTj�N 12" (9" MIN.) GRADE �9y I�nl 7.5 MI U B LC LC CONCRETE CURB �\ (EXTEND TO BOTTOM 4" DIA. OVERFLOW DRAIN OF GRAVEL LAYER)\ -FINISHED GRADE �' D NSPOUT PIPE (SIZE PER ROOF PLAN) \\ j 2" MULCH LAYER U) DRIVEWAYS PATIOS POOL DECK A MIN. SLAB THICKNESS 6" 5" 5" B MIN. CLASS II BASE THICKNESS 2" 2" 5" C MIN. REINFORCEMENT (O.C. / E.W.) #3@18" #3@18" #4@18- D MAX. SAWCUT OR COLD JT. SPACING 10' 8' 6' E* THICKENED EDGE DEPTH 8" 8" 18" F* THICKENED EDGE WIDTH 8" 8" VERIFY *REQUIRED WHERE ADJACENT TO LANDSCAPE AREAS. NOTES: 1. THIS DETAIL IS FOR REFERENCE ONLY TO ILLUSTRATE SOILS REPORT REQUIREMENTS. HARDSCAPE DESIGN BY OTHERS. 2. SEE SOILS REPORT FOR OVEREXCAVATION AND SUBGRADE PREPARATION REQUIREMENTS. SURFACE TEXTURE, TILE, PAVERS, ETC. PER LANDSCAPE PLANS ❑A SEE SOILS REPORT FOR SUBGRADE REQUIREMENTS 0 �Y1 DETAIL TYPICAL DRIVEWAY / HARDSCAPE SECTION PER GMU GEOTECHNICAL, INC. SOILS REPORT DATED MARCH 23, 2018 (PROJECT: 18-023-00) NOT TO SCALE VARIES TOP OF DRAIN PER PLAN VEGETATION F FINISHED AF pgTj�N 12" (9" MIN.) GRADE �9y I�nl 7.5 MI U B LC LC CONCRETE CURB �\ (EXTEND TO BOTTOM 4" DIA. OVERFLOW DRAIN OF GRAVEL LAYER)\ -FINISHED GRADE �' D NSPOUT PIPE (SIZE PER ROOF PLAN) \\ j 2" MULCH LAYER LPIPE STRUCTURAL DESIGN BY OTHERS 6" DIA. PERF\ / �/`UNDER SEPARATE PLAN & PERMIT (INV PER PLAN) 30 MIL GEOMEMBRANE LINER (LAPPED AND SEALED; WATER -TIGHT) ODETAIL BIORETENTION PLANTER NOT TO SCALE H PLANS PREPARED BY: TOAL ENGINEERING, INC. * * 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 QROFESS/ �Q4�GPyE6 Rigs F � No. 57587 A CIVIL \P 9TF OF C 01E CALEB RIOS U) \x \ DATE: J_ PREPARED FOR: ASHBY RESIDENCE Q BILL CASKEY & ASSOCIATES, INC. 24" MIN. TOP SOIL / PLANTING MIX CORONA DEL MAR, CA 92625 (NO MORE THAN 30% COMPOST) Lu U EMAIL: bjcdesign@sbcglobal.net X MIN. INFILTRATION RATE = 5"/HR. Z Q 0d N V U 71 3" CHOKER /" - k" PEA GRAVEL 71 12" MIN." WASHED GRAVEL Lu Q \/ w Z F- w 0}0 U) LPIPE STRUCTURAL DESIGN BY OTHERS 6" DIA. PERF\ / �/`UNDER SEPARATE PLAN & PERMIT (INV PER PLAN) 30 MIL GEOMEMBRANE LINER (LAPPED AND SEALED; WATER -TIGHT) ODETAIL BIORETENTION PLANTER NOT TO SCALE H PLANS PREPARED BY: TOAL ENGINEERING, INC. * * 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 QROFESS/ �Q4�GPyE6 Rigs F � No. 57587 A CIVIL \P 9TF OF C 01E CALEB RIOS U) R.C.E. 57587 Q v DATE: J_ PREPARED FOR: ASHBY RESIDENCE Q BILL CASKEY & ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714) 624-7086 Lu U EMAIL: bjcdesign@sbcglobal.net 00 Z Q 0d N V U () Lu Q w w Z F- w 0}0 U) a > 2 Z JQ Q 0 J Q U W N rn U) > a co � a w a m DATE: 5/7/18 U) SURVEY DATE: 3/8/18 Q v DRN.: M.F.B. J_ CHD.: M.F.B. JOB NO. 18028 Q OF 6 U Q Lu Lu U W 00 Z Q 0d N V U () Lu Q � w Z F- w 0}0 U) o 00 > 2 Z JQ Q 0 J Q U W N rn U) co � DATE: 5/7/18 H. SCALE: N/A SURVEY DATE: 3/8/18 V. SCALE: N/A DRN.: M.F.B. DWG.NO. CHD.: M.F.B. JOB NO. 18028 SHEET 4 OF 6 2� O - ROOF PLAN NOTES Ei FLAT ROOF (SLOPED TO DRAIN) = GRAY COLOR TOP COAT / LIGHT PEWTER/ COLOR CHIP #1464/ BENJAMIN MOORE / HOA E "VELUX" VENTING CURB MOUNTED SKYLIGHT BRONZE GLAZING / NO UPLIGHTING IN SKYLIGHT PER HOA O PAINT ALL FLASHING, VENTS, EXHAUST, ETC. TO MATCH ROOF COLOR / LIGHT PEWTER / COLOR CHIP #1464 / BENJAMIN MOORE / HOA ® DOWNSPOUTS E5 HOSE BIBB PHOTOVOLTAIC PANEL MOUNTED ABOVE ROOF /TOTAL = (56) 39 %4" x 64 %4' PANELS 1 E2 3 4 5 �-' \ '0� \ / J w- OI - - ' - — — — --- — — — — — — — — — — --------- \ E1 60" I 90" I I AL I I I A I I I I A3.0 I 6' -0 E SETS A3.1 TOP OF WALL A3.1 I cd SETBACK ELEV. _ +14.00' SLOPE o I SLOPE MAX. ABOVE AVERAGE 2% MIN. _ 2% MIN.?1 G o ESTABLISHED GRADE MIN b D.S." �� 4 � � I 1 O I I TYPICAL SCUPPER FROM F \ I GARAGE/STUDIO ROOF TO A3.1 60 \ RESIDENCE ROOF (3) EA. END z I I X I 1 TOP OF PARAPEIFI ELEV. _ 1+14.0d' I MAX. ABOVE AVI!RAGE ESTABLISHED RADE J I C A3.0 I TOP OF S LAf� WELL ELEV. MAX. ABOV VERAGE ESTABLI HED rR I GRADE I 1 I 1 1 I I / I / I I / I / I 1 'I _N,I ,I--- < C � Cr 6 (T) H.B I Nir x1 6 < m n p — I w ,< , 6 &UR)Ak�DI CDP FINAL SUBMITAL 5/30/18 "Xx I w ,< , CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 "Xx 72" illmililw1A1mawArmillilmm Ta:J R I D_G E - 56.6 D 3.0 9.3" RESIDENCE ROOF + ---------- TOP OF RIDGE ELEV. -- _ +14.00' MAX. / ABOVE AVERAGE ESTABLISHED GRADE / I wl SLOPE SLOPE 2% MIN. �I ' I TOP OF SKYLI HT ELEV. = +14. O' MAX. ABOVE ERAGE ESTABLISHED CRADE U 60„ U + 5„ 9 D.S. ` - - ---------- ---- -- O D.S. -____ - - - - - - - I I I I C2) ROOF PLAN SCALE: 1/8" = V-0" 4.8 5 D BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net /.V/" OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 ROOF PLAN NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 DATE: 05/30/18 SCALE: AS NOTED DRAWN BY: JRM PROJECT NUMBER: SHEET NUMBER: m3 OF 24 FIN. FLR. O I 00 O I 0 FIN. FLR._ TOP OF CURB SMOOTH STUCCO FIN. FLR. OPEN RIDGE ------------------------------------------------- FASCIA FASCIA SOLEX \ / SMOOTH GLASS K' STUCCO SLIDER o EL.=130.96' ------------------------------- "VELUX" VENTING CURB MOUNTED SKYLIGHT (TYP.) ------------- --- ---------- EL.=121.55' NORTH ELEVATION "A 1 V ;n z HOA ELEVATION �— EL.=107.55' _ ESTABLISHED GRADE EL.=106.96' " (street side house) SCALE: 1/4" = V-0" ---------------- ----- - - - - - EL.=130.96' "VELUX" VENTING CURB PHOTOVOLTAIC PANELS (TYP.) MOUNTED SKYLIGHT (TYP.) EL_ 121_55' SMOOTH STUCCO ---- -------- - ---- ---- - --- -- -- ----- - - FASCIA FASCIA FASCIA U TOP OF WALL & GATE SMOOTH SMOOTH / STUCCO STUCCO ELECT PANEL ItLI GAS \ METER F—F FASCIA SMOOTH STUCCO SOLEX 0 GLASS SLIDER 0 FIR�P�ACE FIN. FLR. FASCIA FASCIA I SOLEX GLASS 3/23/18 SOLEX GLASS GLASS SOLEX SLIDER v A - SLIDER a GLASS GLASS SMOOTH 0 I w SLIDER SLIDER STUCCO x � 0 I x Q 0 FIN. FLR. SCALE: AS NOTED DRAWN BY: JRM NORTH ELEVATION "A 1 V ;n z HOA ELEVATION �— EL.=107.55' _ ESTABLISHED GRADE EL.=106.96' " (street side house) SCALE: 1/4" = V-0" ---------------- ----- - - - - - EL.=130.96' "VELUX" VENTING CURB PHOTOVOLTAIC PANELS (TYP.) MOUNTED SKYLIGHT (TYP.) EL_ 121_55' SMOOTH STUCCO ---- -------- - ---- ---- - --- -- -- ----- - - FASCIA FASCIA FASCIA U TOP OF WALL & GATE SMOOTH SMOOTH / STUCCO STUCCO ELECT PANEL ItLI GAS \ METER F—F FASCIA SMOOTH STUCCO SOLEX 0 GLASS SLIDER 0 FIR�P�ACE FIN. FLR. FASCIA EXTERIOR ELEVATION FINISH LEGEND SMOOTH TROWELED STUCCO / WHITE / COLOR CHIP #648 / BENJAMIN MOORE / WHITE / HOA SOLEX GLASS / WINDOW AND DOOR FRAMES TYP. COLOR CHIP #1549 / BENJAMIN MOORE / BALBOA MIST / HOA ART WALL / COORDINATE WITH LANDSCAPE ® TYPICAL SKYLIGHTS = "BRONZE TINT" GLAZING / NOT PERMITTED TO BE UP -LIGHT. SOLEX GLASS SLIDER "VELUX" VENTING CURB MOUNTED SKYLIGHT (TYP.) SOLEX GLASS SMOOTH SLIDER STUCCO p = w a I x SMOOTH / \ SMOOTH / \ SMOOTH `r x 1C STUCCO 01 STUCCO STUCCO < o 0 O HOA ELEVATION FIN. FLR EL.=107.55' SOLEX SOLEX DATE SOLEX GLASS 3/23/18 GLASS GLASS GLASS O SLIDER v A - SLIDER a w d EXTERIOR ELEVATION FINISH LEGEND SMOOTH TROWELED STUCCO / WHITE / COLOR CHIP #648 / BENJAMIN MOORE / WHITE / HOA SOLEX GLASS / WINDOW AND DOOR FRAMES TYP. COLOR CHIP #1549 / BENJAMIN MOORE / BALBOA MIST / HOA ART WALL / COORDINATE WITH LANDSCAPE ® TYPICAL SKYLIGHTS = "BRONZE TINT" GLAZING / NOT PERMITTED TO BE UP -LIGHT. SOLEX GLASS SLIDER "VELUX" VENTING CURB MOUNTED SKYLIGHT (TYP.) SOLEX GLASS SMOOTH SLIDER STUCCO p = w a I x SMOOTH / \ SMOOTH / \ SMOOTH `r x 1C STUCCO 01 STUCCO STUCCO < o 0 O HOA ELEVATION FIN. FLR EL.=107.55' SOLEX DATE SOLEX GLASS 3/23/18 U GLASS SLIDER O SLIDER "VELUX" VENTING CURB MOUNTED SKYLIGHT (TYP.) FASCIA SOLEX GLASS SMOOTH SLIDER STUCCO - -- - - -'�/ ESTABLISHED GRADE EL.=106.96' WEST ELEVATION "B" (house) SCALE: 1/4" = V-0" ------- ------- ------- --- - EL.=130.96' EL.=121 .55' FASCIA O SMOOTH I STUCCO o O N 0 1 00 HOA ELEVATION FIN. FLR. EL. =107.55' ESTABLISHED GRADE EL.=106.96' SOUTH ELEVATION "C" (bay side house) SCALE: 1/4" = V-0" ---------------------- - - - - -- - EL.=130.96' EL.=121 .55' - SMOOTH STUCCO — -- --------- FASCIA i OL EL.=130.96' - - - - - - - - - - - - - - - - - - - - - - - - - - EL.=121.55'd_-T 6 -0 n HOA ELEVATION EL.=107.55' ESTABLISHED GRADE EL.=106.96' 0 I SCALE: 1/4" = V-0" VATION "D" (house FASCIA I Q O a ST��CO TH fill 0 I < GATE— ! o FRONT ELEVATION "E" (garage/studio I'll FIN. FLR. I I WINDOW FOR GAS METER READING U 0_ w F-�� x X Z a 0 I N HOA ELEVATION �— EL.=107.55' ESTABLISHED GRADE EL.=106.96' BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 EXTERIOR ELEVATIONS NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 U 5/30/18 O A - x w d w � H X x � OPEN I x Q 0 I STUCCO o O N 0 1 00 HOA ELEVATION FIN. FLR. EL. =107.55' ESTABLISHED GRADE EL.=106.96' SOUTH ELEVATION "C" (bay side house) SCALE: 1/4" = V-0" ---------------------- - - - - -- - EL.=130.96' EL.=121 .55' - SMOOTH STUCCO — -- --------- FASCIA i OL EL.=130.96' - - - - - - - - - - - - - - - - - - - - - - - - - - EL.=121.55'd_-T 6 -0 n HOA ELEVATION EL.=107.55' ESTABLISHED GRADE EL.=106.96' 0 I SCALE: 1/4" = V-0" VATION "D" (house FASCIA I Q O a ST��CO TH fill 0 I < GATE— ! o FRONT ELEVATION "E" (garage/studio I'll FIN. FLR. I I WINDOW FOR GAS METER READING U 0_ w F-�� x X Z a 0 I N HOA ELEVATION �— EL.=107.55' ESTABLISHED GRADE EL.=106.96' BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 EXTERIOR ELEVATIONS NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 A - DATE: 05/30/18 SCALE: AS NOTED DRAWN BY: JRM PROJECT NUMBER: - SHEET NUMBER: A-200 OF 'lL EL.=130.96' EL.=121. 55' 0 W W a x a 0 N HOA ELEVATION EL. =107.55' ESTABLISHED GRADE, EL.=106.96' BUILDING SECTIONS LEGEND ® TYPICAL SKYLIGHTS = "BRONZE TINT" GLAZING / NOT PERMITTED TO BE UP -LIGHT. rh EL.=130.96' qu— 60" 90" 1 A3.2 TYP. EL.=121.55' v � - � -- - - - - - - - - - - - --SE- � LOP- - - - - - A- OR - - - - - - -- w � I o o w SLIDING I GLASS I N DOOR � o= q J GREAT ROOM HOA ELEVATION EL.=107.55' —\ ESTABLISHED GRADE EL.=106.96' n------ ------ ------ SECTION - - - SECTION "A" — SCALE: 1/4" = V-0" ---------------------------------------------------------------------- I -r - - - - - - - - - - - — EL.=130.96' 1 30" , / ` \,,.,, EL.=121.55' C) Ld w d F - x a 0 N V FI t HOA ELEVATION Ell. =107.55' - - ESTABLISHED GRADE - EL.=106.96 EL130.96' - EL.=121.55' o HOA ELEVATION EL. =107.55' ESTABLISHED GRADE EL.=106.96' SECTION "B" SCALE: 1/4" = V-0" ---------------------------------------------------------------------- SECTION "C" SCALE: 1/4" = V-0-- ------------------------------------------- 60" -0" gp„ FIN. SOFFIT 60" gpI -- - - - - - - - - S�t9F'E- - - - - - - - - - - - - - - - - - --StOp - - - - - - - -- SLIDING GLASS DOOR MASTER BATH No.3 FIN. FLR_ STORAGE SECTION "D" SCALE: 1/4" = V-0" WALK—IN CLOSET MASTER BEDROOM No.4 SLIDING GLASS DOOR FIN. FLR. BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 BUILDING SECTIONS NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL SCALE: 1/4" = V-0" ---------------------------------------------------------------------- I -r - - - - - - - - - - - — EL.=130.96' 1 30" , / ` \,,.,, EL.=121.55' C) Ld w d F - x a 0 N V FI t HOA ELEVATION Ell. =107.55' - - ESTABLISHED GRADE - EL.=106.96 EL130.96' - EL.=121.55' o HOA ELEVATION EL. =107.55' ESTABLISHED GRADE EL.=106.96' SECTION "B" SCALE: 1/4" = V-0" ---------------------------------------------------------------------- SECTION "C" SCALE: 1/4" = V-0-- ------------------------------------------- 60" -0" gp„ FIN. SOFFIT 60" gpI -- - - - - - - - - S�t9F'E- - - - - - - - - - - - - - - - - - --StOp - - - - - - - -- SLIDING GLASS DOOR MASTER BATH No.3 FIN. FLR_ STORAGE SECTION "D" SCALE: 1/4" = V-0" WALK—IN CLOSET MASTER BEDROOM No.4 SLIDING GLASS DOOR FIN. FLR. BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 BUILDING SECTIONS NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 DATE: 05/30/18 SCALE: AS NOTED DRAWN BY: JRM PROJECT NUMBER: - SHEET NUMBER: A�&O OF 20 BUILDING SECTIONS LEGEND ® TYPICAL SKYLIGHTS = "BRONZE TINT" GLAZING / NOT PERMITTED TO BE UP -LIGHT. EL.=130.96' -- - - Il-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — EL.=121.55' w aLit FIN. SOFFIT o C04 N � HOA ELEVATION EL.=107.55' ESTABLISHED GRADE _ EL.=106.96' I OPEN FIN. RLR. STUDIO FIN. FLR. SECTION "E" GARAGE q. VARIES TYP. A4.1 SCALE: 1/4" = V-0" ------------------------------------------------------- 30" "VELUX" VENTING CURB MOUNTED SKYLIGHT (TYP.) - n - - n SLOPE- -n - - n - - - 2x14's SLIDING GLASS DOOR a= BEDROOM No.1 SECTION "F" SCALE: 1/4" = V-0" EL.=130.96' i EL. 121.55' w d � I < _ O w F a �r N � F X ^ Q I O � I o (D I HOA ELEVATION EL. =107.55' ESTABLISHED GRADE EL.=106.96' ------------ --------—SLOP-E—- - - - - -- SECTION "G" SCALE: 1/4" = V-0" EL.=130.96' EL.=121.55' c) - Li Li a - FIN. a o o Ld I Ld N � HOA ELEVATION EL.=107.55' —\ \J _ FIN. ESTABLISHED GRADE ____________ EL.=106.96' HALL 30" --nSLOP - -n - - - - - 2x 14's LAUNDRY "VELUX" VENTING CURB MOUNTED SKYLIGHT (TYP.) i z EL.=130.96' - EL.=121.55' HOA ELEVATION /_ EL.=107.55' ESTABLISHED GRADE t4, -- EL. =106.96' _FIN. _FLR. SECTION "H" SCALE: 1/4" = V-0" BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net ,'/aV/ is OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 BUILDING SECTIONS NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 DATE: 05/30/18 SCALE: AS NOTED DRAWN BY: JRM PROJECT NUMBER: - SHEET NUMBER: A -3m 1 OF 27 X D w rs'A I 1 2 3 4 5 - 1 - e P I I 1 I I I I 1 I 1 I I I 1 I 1 I I 1 I I I I 1 I 1 I I I 1 I 1 I I I 1 I 1 I I I 1 I I � � 2 2.9 3.6 4.4 4.8 5 Q r, AREA CALCULATIONS PLAN SCALE: 1/8" = V-0" 0 BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net ,'/.V/" OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 AREA CALCULATIONS FW _► NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION u DATE CDP SUBMITTAL 3 I 3/23/18 CDP FINAL SUBMITAL 5/30/18 w I o \ Ir � x � I > I J I U co PROJECT NUMBER: 1 0 1 0 C r, AREA CALCULATIONS PLAN SCALE: 1/8" = V-0" 0 BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net ,'/.V/" OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 AREA CALCULATIONS FW _► NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECT'S WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 DATE: 05/30/18 SCALE: AS NOTED DRAWN BY: JRM PROJECT NUMBER: SHEET NUMBER: AC -1 OF 0 22 a X i 1 2 3 4 5 1 2 2.9 3.6 4.4 4.8 5 LOT COVERAGE PLAN SCALE: 1/8" = V-0" 0 BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net ,'/.V/" OWNER JEAN ASHBY 1334 HAMPSHIRE CIRCLE NEWPORT BEACH, CA 92660 PROJECT ADDRESS 1392 GALAXY DRIVE NEWPORT BEACH, CA 92660 LOT COVERAGE PLAN NOTICE TO OWNERS AND CONTRATORS: THE APPROVED SET OF PLANS MAY NOT BE CHANGED AND/OR MODIFIED FOR ANY REASON UNLESS APPROVED IN WRITING BY THE ARCHITECT PRIOR TO THE CHANGE AND/OR MODIFICATION. ANY CHANGE AND/OR MODIFICATION WITHOUT THE ARCHITECTS WRITTEN APPROVAL IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR THE DRAWING, NOTES AND DETAILS SHOW THE INTENT FOR A COMPLETE SYSTEM OF CONSTRUCTION FOR THE PROJECT THAT MEETS THE FEDERAL, STATE AND LOCAL CODES AND MUST BE REVIEWED WITH ALL SHEETS IN THE SET AND ALL DISCIPLINES. THE CONTRACTOR AND SUB -CONTRACTORS MUST REVIEW ALL SHEETS PRIOR TO BUDGET SUBMITTALS; SHOP DRAWING SUBMITTALS AND FABRICATION OF MATERIALS. IF THE CONTRACTOR AND/OR SUB -CONTRACTOR FIND ON THE DOCUMENTS ANY DISCREPANCIES AND CANNOT MEET THE INTENT OF THE DOCUMENTS THEY SHALL NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY TO REVIEW AND RESOLVE THE ISSUE TO MEET THE DESIGN INTENT, CODE COMPLIANCE AND CONSTRUCTION. DESCRIPTION DATE CDP SUBMITTAL 3/23/18 CDP FINAL SUBMITAL 5/30/18 DATE: 05/30/18 SCALE: AS NOTED DRAWN BY: JRM PROJECT NUMBER: - SHEET NUMBER: LC -1 OF 0 ::�9 IC 70'O' 50-71/2' TYP. GALAXY VIEW PARK 17-10' EXISTING SITE FEATURES: A❑ EXISTING SIDEWALK. REPLACE WITH NEW. REFER TO CIVIL DRAWINGS. I © EXISTING WATER METER. PROTECT IN PLACE. 0' 16 10'-0-(42- f. FENCE) IM'(NO FENCE ALLOWED) O © EXISTING GAS METER. PROTECT IN PLACE. o )n m D❑ EXISTING LOT LINE 6FT HIGH PRIVACY FENCE. PROTECT IN PLACE. 1.1 I TYP. n n n n I FE - NOTUSED- ❑F EXISTING WROUGHT IRON RAILING TO REMAIN. PROTECT IN PLACE. © EXISTING STREET LIGHT BOX. PROTECT IN PLACE. 4 UP 2.5 WATSU � DECK �d - PLUNGE -� � POOL pA +1'-0" POOL 1 (SUBMITTAL +0'-0' T.O.S. 4.2 (SUBMITTAL _ BY OTHERS) V_� MASONRY: I DETAIL/ SHEET 4 MIN 60" HIGH POOL ENCLOSURE FENCE. GATE SWNG AWAY FIRM POOL -UP 2 2 (N) CARRIAGE 1.1 4 _ ENGINEER _ L-3 DROP-OFF 1.2 6'-0" HT. CMU WALL. PRE -CAST CONCRETE STEPS. 6" RISER, TYP. 2'-6" HT. CMU WALL WITH 3x SCUPPERS SPILLING INTO WATSU PERMIT PER POOL 1.3 8'-0" HT. CMU WALL. TYPICAL U-11 5.4 O > 10'-0" HT. CMU WALL. e1rz' W 0 SEPARATE 1' B p 7'-0" HT. CMU WALL. . K a W W II PA X o " Q V-6" HT. CMU WALL. J � W CO J � Q W d 1 0 I 0 1 10' 4'A' STUDIO 299 sq. ft. GARAGE 686 sq. ft. POOL EQUIP. 3.0 PA UTILITY YARD 1.2 (POOL EQ. & TRASH AREA) 0 0 1 TYP. BATH No. 1 TYP. 4 ENTRY BATH DINNING BEDROOM BEDROOM + No 2 ROOM No. 1 No. 2 Q CLOSET CLOSET HALLWAY PROPOSED RESIDENCE. REF TO AF EO U I P M E NT LAUNDRY F A u lc� POWDER J MECH'L ROOM O W ROOM wH AC / BEDROOM 2.0 / No. 3 TYP. +0'-01. b T.O.S. 1.2 22'A Vz' .•.W .W .W .W •W •.•.W .W ® STORAGE W W W W W W5W1W W W W PAI. WWW W W W. PA W BATHROOM eO o' -o' 2'-0 o'-oW r -o' 4'0' L E No. 3 KNEE WALL 35" LHIGH W/GLASS M-* A OSAUI PA AwGNc'wNc 3.0 AC I `���Y "�"" G. V ) 1 r. I R +0'-01, � AC AWNING WND. I N /6,00 T.O.S. � 5 W STORAGE L 4 +0'-0" 52.00• UTILITY 3.4 T.O.S. i ■ PA a 12 I 12L 2.4 TYP. I 2.4 TYP. 3.3 3.3 3.3 2.0 TYP. PA NO FENCE 1.6 1.1 NEIGHBORING 10'-0' 42'MAXHT.FENCE) 10-0'(NOFENCEALLOWED) RESIDENCE 2.0 TYP./ o 0 / R$ PROJECT NORTH LANDSCAPE CONSTRUCTION 1/8°=11-01L 1 CONSTRUCTION CALLOUTS: MASONRY: PERMIT REQ. AP/ G/C E/C DETAIL/ SHEET 1.0 MIN 60" HIGH POOL ENCLOSURE FENCE. GATE SWNG AWAY FIRM POOL NEW POOL / WATSU SPA. CONTRACTOR TO PERMIT AND DESIGN 2 2 CONCRETE STEPPERS W/ 4" DG STRIPS AROUND. (CONC. SUB -GRADE / REINFORCING PER GEO-TECHNICAL SOILS REPORT). 1.1 3'-6" HT. CMU WALL. COBBLE STONE. (CONC. SUB -GRADE, GROUTED). ENGINEER 2,4 DECOMPOSED GRANITE 1.2 6'-0" HT. CMU WALL. PRE -CAST CONCRETE STEPS. 6" RISER, TYP. 2'-6" HT. CMU WALL WITH 3x SCUPPERS SPILLING INTO WATSU PERMIT PER POOL 1.3 8'-0" HT. CMU WALL. TYPICAL ENGINEER 5.4 POOL. POOL CONTRACTOR TO PERMIT AND DESIGN BUILD. 1.4 10'-0" HT. CMU WALL. �c 0 SEPARATE MIN. 1.5 7'-0" HT. CMU WALL. PERMIT PER POOL ENGINEER COD 1.6 V-6" HT. CMU WALL. O Q) Z CLE E FLATWORK: 2 0 TOP -CAST PEDESTRIAN CONCRETE PAVING. SAW -CUT TO PATTERN. (CONC. SUB -GRADE / REINFORCING PER GEO-TECHNICAL SOILS REPORT). SEPARATE 2 1 VEHICULAR CONCRETE PAVING (CONC. SUB -GRADE / REINFORCING PER GEO-TECHNICAL SOILS REPORT). NEW POOL / WATSU SPA. CONTRACTOR TO PERMIT AND DESIGN 2 2 CONCRETE STEPPERS W/ 4" DG STRIPS AROUND. (CONC. SUB -GRADE / REINFORCING PER GEO-TECHNICAL SOILS REPORT). 2.3 COBBLE STONE. (CONC. SUB -GRADE, GROUTED). ENGINEER 2,4 DECOMPOSED GRANITE SEPARATE 2.5 PRE -CAST CONCRETE STEPS. 6" RISER, TYP. 2'-6" HT. CMU WALL WITH 3x SCUPPERS SPILLING INTO WATSU PERMIT PER POOL EQUAL TYP. TYPICAL ENGINEER 5.4 POOL. POOL CONTRACTOR TO PERMIT AND DESIGN BUILD. REQUIRED WOOD / METAL: 3.0 SINGLE 42" WOOD GATE AT SIDEYARD. COLOR TO BE COMPATIBLE W/HOUSE. SEPARATE 3.1 - NOT USED - NEW POOL / WATSU SPA. CONTRACTOR TO PERMIT AND DESIGN 3.2 SINGLE PIVOT 60" METAL FRAME, FROSTED GLASS INSERT GATE. 3.3 36" HT. CORTEN STEEL PLANTERS ENGINEER 3.4 DOUBLE 60" WOOD GATE AT SIDEYARD. COLOR TO BE COMPATIBLE W/HOUSE. SEPARATE 4.1 2'-6" HT. CMU WALL WITH 3x SCUPPERS SPILLING INTO WATSU PERMIT PER POOL EQUAL WATER FEATURE/POOL: 5.0 DECORATIVE POTTERY PLANTER. SEPARATE ALN 4.0 NEW POOL / WATSU SPA. CONTRACTOR TO PERMIT AND DESIGN PERMIT PER POOL BUILD. REQUIRED ENGINEER 5.2 WATER WALL INTO POOL: SEPARATE 4.1 2'-6" HT. CMU WALL WITH 3x SCUPPERS SPILLING INTO WATSU PERMIT PER POOL EQUAL TYP. TYPICAL ENGINEER 5.4 POOL. POOL CONTRACTOR TO PERMIT AND DESIGN BUILD. REQUIRED F.O.W. FACE OF WALL 0 SEPARATE MIN. 4.2 NEW PLUNGE POOL. CONTRACTOR TO PERMIT AND DESIGN BUILD. PERMIT PER POOL ENGINEER COD REQUIRED SITE FEATURES: A/S G/C E/C 5.0 DECORATIVE POTTERY PLANTER. ALN ALIGN 5.1 BIORETENTION PLANTER BOX. REFER TO CIVIL. is MAXIMUM CLR 5.2 OUTDOOR SHOWER PLANTING AREA CENTERLINE R= 5.3 18" PRIVACY FROSTED GLASS PANEL EQUAL TYP. TYPICAL F.O.C. 5.4 WALL MOUNTED ART BY OWNER CONSTRUCTION CALLOUT F.O.W. FACE OF WALL 0 CAULKED EXPANSION JOINT MIN. MINIMUM (TO MATCH PAVING) KEY: ALN ALIGN c 6 a MAX. MAXIMUM CLR CLEAR PA PLANTING AREA CENTERLINE R= RADIUS EQUALS EQ. EQUAL TYP. TYPICAL F.O.C. FACE OF CURB 2.s CONSTRUCTION CALLOUT F.O.W. FACE OF WALL 0 CAULKED EXPANSION JOINT MIN. MINIMUM (TO MATCH PAVING) SITE PLAN AND DIMENSION NOTES: FIELD VERIFY ALL UTILITY LOCATIONS PRIOR to CONSTRUCTION. THIS SITE PLAN IS BASED ON SITE SURVEY BY A SEPARATE CONSULTANT. EXISTING CONDITIONS MAY VARY FROM SITE PLAN. THE CONTRACTOR MUST FIELD VERIFY ACTUAL DIMENSIONS PRIOR TO ANY CONSTRUCTION, TRENCHING AND/OR FABRICATION. IF THE EXISTING DIMENSIONS ARE DIFFERENT THAN THOSE ON THIS SITE PLAN THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY ON HOW TO PROCEED. ISSUED FOR: PLAN CHECK SUBMITTAL REVISIONS MW Development Corp. 151 Kalmus Dr, Ste D210 Costa Mesa, CA 92626 (714) 486-3335 LANDSCAPE ARCHITECT P U z N C x I 5.3 .20 kf uvnl Dn e s9a1�1 0 OF C� AkF PROJECT Job Number: 2018 01 Date: 05.07.2018 Sheet Name: LANDSCAPE CONSTRUCTION Sheet Number: L-1 so 0 c o N rn Q U L COD O Q) Z CLE E mM M Job Number: 2018 01 Date: 05.07.2018 Sheet Name: LANDSCAPE CONSTRUCTION Sheet Number: L-1 so W ry Q J Q (D � 0 o � GALAXY VIEW PARK 5 5: 2 5 11 11 4 5. I 9 7 ` 10 11 9 g O 17 9- W W W 6 11' 17 9 DECK 15 9 \ N34 14 00„w 4 19 11 13 13 14 _ 8 EXISTING 11 LOUNGE , 10 TREE TO 11 17 17 UP UP REMAIN 11 1, \ 11 11 12 12 12 i 8 O DECK 11 DECK =� I WATSU 7 (E) 1 _� POOL d 04 14')POSTAL STUDIO 299 sq. ft. BATH No. 1 GARAGE 686 sq. ft. LAP POOL DECK ENTRY BATH DINNING BEDROOM BEDROOM No 2 ROOM No. 1 No. 2 1 Q CLOSET CLOSET HALLWAY PROPOSED RESIDENCE. REF TO ARCH. EOU I PM ENT �y _'M F LAUNDRY (},j E n u v �� POWDER MECH'L ROOM I .W.W.W.W.W.W.W.W.W.W.W. BIORETENTION 22 ° PER CIVIL UTILITY YARD (POOL EQ. & 00 TRASHAREA) W W W W W W W W W W W.W y WWW.W.W 21 23 KNEE WALL 35 HIGH W/GlAss ABOVE BEDROOM No. 3 LIBRARY/THEATRE 771M Tv :D STORAGE c— — WALK-IN CLOSET BATHROOM No. 3 AWNING N �° / 6 -00, � /S2.po, NEIGHBORING RESIDENCE PLANTING PLAN 4 RM. GREAT ROOM 5,296 sq. ft. KITCHEN 0 OOFFICE MASTER BEDROOM / LINEN O MASTER BATHROOM SAUNA - /KNEE WALL 35" HIGH ( W/GLASS ABOVE CLOSET/STORAGE AWNING WND. STORAGE / UTILITY I 13' • kL3 20 BLUFF EXISTING OLIVE TREE TO REMAIN 0 0 TREES AND SHRUBS INDICATED WITH ** MUST BE PLANT LEGEND MAINTAINED PER LANDSCAPE GENERAL NOTE #2. SYMBOL NAME SIZE QTY. WIDTH X HEIGHT COUNCIL (WWW.CAL-IPC.ORG) AND THE CALIFORNIA NATIVE PLANT SOCIETY GROWTH **(DDRACAENA DRACO 36" 1 1 15' X 20' DRAGON TREE BOX CONTRACTOR IS TO PROVIDE A COMPLETE IRRIGATION SYSTEM, PROPERLY ZONED Q U **(D ARCTOSTAPHYLOS MANZANITA 24" PROVIDE AS -BUILT DRAWING AND APPROPRIATE MANUAL AT THE COMPLETION OF. WORK. 2 10' X 12' SYSTEM COMPONENTS TO BE RAINBIRD OR EQUAL AND SHALL INCLUDE: REDUCED MANZANITA' DR. HURD' BOX PRESSURE BACKFLOW PREVENTION DEVICE AT POINT OF WATER SUPPLY; SOLID STATE a- ** PROSOPIS CHILENSIS 36" ELECTRONIC ZONE VALVES; CLASS 160 PVC LATERAL PIPING WITH SCH 40 PVC UNDER 3 PAVEMENTS; TESTING OF SYSTEM AND OPERATION INSTRUCTIONS TO OWNER. 1 30' X 30' CHILEAN MESQUITE BOX ONLY TEMPORARY IRRIGATION IS PERMITTED IN ZONE 'C". REFER TO ARCHITECTURAL w 0 ARCTOSTAPHYLOS UVA-URSI' POINT 5 EZ E 4 O 17 15' X 1' REYES' - BEARBERRY, KINNIKINNICK GAL U) AGAVE AMERICANA 15 5 �X 5 6'X 6' CENTURY PLANT GAL AGAVE PARRYI 1 6 23 2'X 2' PARRY'S AGAVE GAL OHORIZONTALIS'YANKEE CEANOTHUS GRESEUS POINT' 3 4'X 4' GAL WILD LILAC O8 SENECIO CYLINDRICUS (VITALIS/TALINOIDES) FLAT 8 4'X 1.5' NARROW LEAF CHALK STICKS FESTUCA'ELIJA BLUE' 1 O 19 1.5'X 1.5' BLUE FESCUE GAL 10 S ECHEVERIA' AFTERGLOW' 16 1.5'X 1.5' GAL ACACIA COGNATA COUSIN LTT 5 11 O 18 4'X 3' LITTLE RIVER WATTLE GAL DASYLIRION WHEELERI 5 12 O 4 TX 3' DESERT SPOON GAL JUNCUS PATENS' ELK BLUE' S 13 O 8 2 X 2 CALIFORNIA GRAY RUSH GAL GPEROVSKIA 14 ATRIPLICIFOLIA BLUE SPIRES - BLUE SPIRES RUSSIAN 4 4'X 4' GAL SAGE KAMTSCHATICUM 5 OSEDUM 15 2 2 X 2 STONECROP GAL SPRUCE STONECROP SEDUM 5 16 O 6 TX 3' BLUE SPRUCE GAL ** BAMBUSA TULDOIDES 15 17 O 6 4'X 50' PUNTING POLE BAMBOO GAL 18 NOT USED - - LEUCOPHYLLUM CANDIDUM 5 19 O 3 5'X 5' SILVER CLOUD SAGE GAL CASSIA NEMOPHYLLA 5 20 O 2 5'X 5' GREEN CASSIA GAL **15 21 WASHINGTON NAVEL ORANGE TREE 1 25'X 30' GAL HYSTRIX 15 OCITRUS 22 1 5' X 5' KAFFIR LIME GAL ** CITRUS LIMON'DWARF LISBON' 15 23 O 1 12'X 15' DWARF LISBON LEMON GAL ** QUERCUS ILEX 36" 24 O 1 50'X 50' HOLLY OAK BOX LANDSCAPE NOTES 0 0 � R$ PROJECT NORTH 1/8" = 1'-01, 1 ISSUED FOR: PLAN CHECK SUBMITTAL REVISIONS MW Development Corp. 151 Kalmus Dr, Ste D210 Costa Mesa, CA 92626 (714)486-3335 LANDSCAPE ARCHITECT �S�O `qty MONTRE<9�C�� r x I 5.3 .20 kcnnvnl Dn¢ p � me V P P OF CA tF0 PROJECT `D 1. ALL PLANT MATERIAL INSTALLED IS "CALIFORNIA FRIENDLY" DROUGHT RESISTANT, & 0 NON-INVASIVE. BEFORE INSTALLING, PLEASE REFER TO CALIFORNIA INVASIVE PLANT COUNCIL (WWW.CAL-IPC.ORG) AND THE CALIFORNIA NATIVE PLANT SOCIETY (WWW.CNPS.ORG) FOR A LIST OF PLANTS TO BE AVOIDED. 2. ALL TREES AND TALL VERTICAL SHRUBS MUST BE MAINTAINED AT A HEIGHT NOT TO EXCEED 14'-0" OR DETRACT FROM NEIGHBORING PROPERTIES VIEWS. IRRIGATION SYSTEM NOTES rn CONTRACTOR IS TO PROVIDE A COMPLETE IRRIGATION SYSTEM, PROPERLY ZONED Q U L AND ACCEPTABLE TO LOCAL JURISDICTIONAL REGULATIONS. CONTRACTOR SHALL PROVIDE AS -BUILT DRAWING AND APPROPRIATE MANUAL AT THE COMPLETION OF. WORK. SYSTEM COMPONENTS TO BE RAINBIRD OR EQUAL AND SHALL INCLUDE: REDUCED � PRESSURE BACKFLOW PREVENTION DEVICE AT POINT OF WATER SUPPLY; SOLID STATE a- CONTROL PANEL AND MONITORING BOARD, RAIN SENSOR AND SHUTDOWN RELAY; 10 ELECTRONIC ZONE VALVES; CLASS 160 PVC LATERAL PIPING WITH SCH 40 PVC UNDER U) PAVEMENTS; TESTING OF SYSTEM AND OPERATION INSTRUCTIONS TO OWNER. I L� O O ONLY TEMPORARY IRRIGATION IS PERMITTED IN ZONE 'C". REFER TO ARCHITECTURAL w 0 SITE PLAN FOR ZONE ALLOCATIONS AND SETBACKS. EZ E 0 0 � R$ PROJECT NORTH 1/8" = 1'-01, 1 ISSUED FOR: PLAN CHECK SUBMITTAL REVISIONS MW Development Corp. 151 Kalmus Dr, Ste D210 Costa Mesa, CA 92626 (714)486-3335 LANDSCAPE ARCHITECT �S�O `qty MONTRE<9�C�� r x I 5.3 .20 kcnnvnl Dn¢ p � me V P P OF CA tF0 PROJECT Job Number: 2018 01 Date: 05.07.2018 Sheet Name: PLANTING PLAN Sheet Number: L-12 `D 0 CD N rn Q U L � � m O a3i Z EZ E U) �X m m Job Number: 2018 01 Date: 05.07.2018 Sheet Name: PLANTING PLAN Sheet Number: L-12 2 3 4 5 N VARIES A 30, 130 1 I I I I I I I W > >05 IQ X IJ 105.88 D, I I ]05.77 05.72 30• BENCHMARK NOTE: OCSBM NB6-14-70 ELEV=70.275 NAVD88 DATUM, 1992 ADJ. EASEMENT NOTE: B THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT. UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. 7 BOUNDARY NOTE: THE PLAT SHOWN HEREON REPRESENTS A BEST FIT OF THE RECORD BOUNDARY TO THE FOUND MONUMENTS AND LINES OF OCCUPATION. IT SHALL NOT BE CONSIDERED THE FINAL BOUNDARY, AND A BOUNDARY SURVEY IS RECOMMENDED PRIOR TO DESIGN OR CONSTRUCTION OF IMPROVEMENTS. M. I C pV D P ^� O VD v ..v CA -/. LEGEND ----- GRADE BREAK LINE 5— INDEX CONTOUR LINE — — — — — INTERMEDIATE CONTOUR LINE — — — — ESTIMATED PROPERTY LINE —X X— FENCE MSE WALL a CONCRETE SURFACE MASONRY WALL WOOD WALL x4---Q� ROCK WALL C F.F. FINISHED FLOOR F.S. FINISHED SURFACE T.G. TOP OF GRATE INV INVERT OF PIPE T.C. TOP OF CURB E.P. EDGE OF PAVEMENT T.W. TOP OF WALL 9 FOUND MONUMENT A SURVEY CONTROL POINT E FBI D Existing residence E E /-1`' 1L 'o F F G I I d RG 15 \? �a99e NO W SCALE: 1/8"=l' G X Ip 9 1�° A k I I I \ I I 1 I 0 111 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 LAND SG�GF VIKTOR P. p * MEUM N No. 8682 9TF OF CAV�F��� VIKTOR P. MEUM P.L.S. 8682 DATE: PREPARED FOR: BILL CASKEY AND ASSOCIATES a 0 a Q H a 0 } m H.SCALE: 1/8"=1' Q V. SCALE: DRN.: MCH Z 0 0 LL I I UL J \ B U IXI 2 IIII U LU LD U_ N V IIII I I 0o I I IIII LLI O X XI J Q II3oI IIII N rn M I ;D I III I I I I I III I IIII�DS A ,o I X III X01' I I IIII ; °° II I I I I I III✓ IIII po I I II�� � I,XI IIII I I'1 I I I I I I I(0 �° ,01 I I IIII I I �I �°P ,�I R1 • " IIII I� 111.,.. W I I I I I. .::8 ni 5 16 I I � vy . B I I qAM I I I I I "I IIII i 1 IXI IIII; XI IIID I I I I I XI G X Ip 9 1�° A k I I I \ I I 1 I 0 111 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 LAND SG�GF VIKTOR P. p * MEUM N No. 8682 9TF OF CAV�F��� VIKTOR P. MEUM P.L.S. 8682 DATE: PREPARED FOR: BILL CASKEY AND ASSOCIATES a 0 a Q H a 0 } m DATE: 3-15-18 H.SCALE: 1/8"=1' Q V. SCALE: DRN.: MCH Z 0 0 LL I APPD.: VM UL J \ OF 1 U 2 v N U LU LD U_ N V m C) �Z 0 LLI O X O J Q N rn M DATE: 3-15-18 H.SCALE: 1/8"=1' SURVEY DATE: 3-8-18 V. SCALE: DRN.: MCH DWG. NO. TP -01 CHD.: MSF APPD.: VM JOB NO. 18028 SHEET 1 OF 1 32 Zoning Administrator - June 28, 2018 ITEM NO. 4a - ADDITIONAL MATERIALS RECEIVED AFTER MEETING Ashby Residence Coastal Development Permit (PA2018-073) To: Murillo, Jaime Subject: RE: Comment on ZA Item 4 - Ashby Residence Coastal Development Permit No. CD2018-032(PA2018-073) From: Jim Mosher <iimmosher@vahoo.com> Sent: Thursday, June 28, 2018 1:25 PM To: Alford, Patrick <PAlford@newportbeachca.gov> Cc: Murillo, Jaime <JMurillo@newportbeachca.eov> Subject: Comment on ZA Item 4 - Ashby Residence Coastal Development Permit No. CD2018-032 (PA2018-073) Regarding Fact in Support of Finding 3.113.2 (handwritten page 10), since this development is immediately adjacent to a designated view park, it would have been good to include something more definitively demonstrating how the visual impact of the proposed structure compares to that of the existing structure, and a stronger assurance that the new structure is designed to minimize impacts pursuant to NBMC Sec. 21.30.100. In addition, since the proposed development sits atop one of Newport Beach's iconic coastal bluffs, visible from a wide area around, I believe it would have been good to include something showing the proposed structure's impact on scenic and visual qualities looking to the site. Yours sincerely, Jim Mosher