Loading...
HomeMy WebLinkAbout08_3506 West Ocean Front, LLC Residence Coastal Development Permit_PA2018-272(i3c'CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT February 14, 2019 e,/ Agenda Item No. 8 SUBJECT: 3506 West Ocean Front, LLC Residence (PA2018-272) Coastal Development Permit No. CD2018-114 SITE LOCATION: 3506 West Ocean Front APPLICANT: Brion Jeannette Architecture OWNER: 3506 West Ocean Front, LLC PLANNER: David S. Lee, Assistant Planner 949-644-3225, dlee@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT • Coastal Land Use Category: Two -Unit Residential — (30.0 - 39.9 DU/AC) (RT -E) • Coastal Zoning District: Two -Unit Residential (R-2) • General Plan Land Use Category: Two -Unit Residential (RT) • Zoning District: Two -Unit Residential (R-2) PROJECT SUMMARY A request for a coastal development permit to allow the demolition of an existing single- family residence and the construction of a new 2,909 -square -foot, single-family residence with a 375 -square -foot attached garage. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices, and landscaping. 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. CD2018-114 (Attachment No. ZA 1). 1 3506 West Ocean Front, LLC Residence (PA2018-272) Zoning Administrator, February 14, 2019 Page 2 Land Use and Development Standards The property is located in the R-2 Coastal Zoning District, which provides for single and two -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan Land Use Category, and Zoning Code. These designations provide for single -unit residential development. The property is located within the appeal area providing the possibility for a final action to be appealed to the California Coastal Commission. Additionally, a Waiver for De Minimis development cannot be issued because the site is within the Appeal Area. • The property is developed with a single -unit residence on a lot designated for residential development. The design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. The proposed single-family residence and accessory structures conform to all applicable development standards including floor area limit, setbacks, height, 9.0 feet North American Vertical Datum of 1988 (NAVD88) minimum finished floor elevation, and off- street parking as illustrated in Table 1 below: Hazards • The development fronts the public boardwalk along West Ocean Front and is separated by the Pacific Ocean by a wide sandy beach. A portion of the lot is located within the Federal Emergency Management Agency (FEMA) VE Zone as illustrated in the FEMA preliminary flood insurance rate map (PFIRM) effective March 21, 2019, indicating that a portion of the property may be subject to flood hazards associated with high velocity wave action from storms or seismic sources. However, a Coastal Hazard Report and Wave Runup Study prepared by GeoSoils, Inc., dated January 25, 2019, provides site-specific analysis of the potential coastal hazards with the proposed development, including wave action. The likely range of sea level rise projection for year 2100 (exceeding 75 -year life of structure) is projected between 1.3 Tmp1t: 01/17/17 2 Table 1 — Development Standards Development Standard Standard Proposed Setbacks min. Front Ocean Front 5 feet 5 feet Sides 3 feet 3 feet Rear Seashore No setback No setback Allowable Floor Area 3,284 sq. ft. 3,284 sq. ft. Parking 2 -car garage 2 -car garage Height 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards • The development fronts the public boardwalk along West Ocean Front and is separated by the Pacific Ocean by a wide sandy beach. A portion of the lot is located within the Federal Emergency Management Agency (FEMA) VE Zone as illustrated in the FEMA preliminary flood insurance rate map (PFIRM) effective March 21, 2019, indicating that a portion of the property may be subject to flood hazards associated with high velocity wave action from storms or seismic sources. However, a Coastal Hazard Report and Wave Runup Study prepared by GeoSoils, Inc., dated January 25, 2019, provides site-specific analysis of the potential coastal hazards with the proposed development, including wave action. The likely range of sea level rise projection for year 2100 (exceeding 75 -year life of structure) is projected between 1.3 Tmp1t: 01/17/17 2 3506 West Ocean Front, LLC Residence (PA2018-272) Zoning Administrator, February 14, 2019 Page 3 and 3.2 feet, resulting in a future water elevation of between 9.0 feet and 10.9 feet based on the NAVD88. The finish floor elevation of the proposed dwelling is 12.08 feet NAVD88, which exceeds the minimum 9.0 -foot (NAVD88) elevation standard for new structures and is 1.18 feet above the 10.9 -foot future sea level rise projection. Furthermore, the site is approximately 390 feet from the shoreline. Using a conservative analysis of shoreline erosion, the shoreline would retreat 150 feet over the 75 -year life of the development, resulting in a distance of approximately 240 feet between the site and the shoreline. This is recognized as a safe distance to protect the site from extreme events. Applying a more conservative 5.1 -foot sea level rise projection, wave bore would travel approximately 130 feet from the shoreline before it dissipates; therefore, the overtopping of waves over the next 75 years most likely will not reach the subject site, even under extreme conditions. • Pursuant to Newport Beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building 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. Water Quality • Due to the large distance from coastal waters, a Water Quality Management Plan (WQMP) and a Construction Pollution Prevention Plan (CPPP) are not required. A post -construction drainage system will be installed that includes drainage and percolation features designed to retain dry weather and minor rain run-off on-site to ensure the project does not impact water quality. Any water not retained on-site is directed to the City's storm drain system. Public Access and Views • The project site is located in West Newport between the nearest public road and the sea. Implementation Plan Section 21.30A.040 requires that the provision of public access Tmp1r. 01/17217 3506 West Ocean Front, LLC Residence (PA2018-272) Zoning Administrator, February 14, 2019 Page 4 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 is designed and sited so as not to block or impede existing public access opportunities. • Vertical access to the beach is available near the site on 35th Street and 36th Street where there is a public beach with access to the water. Lateral access and views of the ocean are also available along an existing 6 -foot -wide public sidewalk (Ocean Front Boardwalk) in front of the project site. Furthermore, an investigation of the project site and surrounding area did not identify any other public view opportunities. The project will replace an existing single-family home with a new single-family home that complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. The Class 3 exemption includes the construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single-family residence located in the R-1 Coastal Zoning District. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners of property and residential occupants 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 that 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 Tmp1[: 01/17/17 4 3506 West Ocean Front, LLC Residence (PA2018-272) Zoning Administrator, February 14, 2019 Page 5 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: David S. Lee, Assistant Planner 0=56 Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmp1[: 01/12/17 Attachment No. ZA 1 Draft Resolution 0 RESOLUTION NO. ZA2019-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-114 FOR A NEW SINGLE- FAMILY RESIDENCE LOCATED AT 3506 WEST OCEAN FRONT (PA2018-272) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Brion Jeannette, with respect to property located at 3506 West Ocean Front, and legally described as Lot 4 of Block 35, requesting approval of a Coastal Development Permit. 2. The applicant proposes the demolition of an existing single-family residence and the construction of a new 2,909 -square -foot single-family residence with a 375 -square -foot attached garage. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices, and landscaping. 3. The subject property is located within the Two -Unit Residential (R-2) Zoning District and the General Plan Land Use Element category is Two -Unit Residential Detached (RT). 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Two -Unit Residential (RT -E) and the Coastal Zoning District is Two -Unit Residential (R-2). 5. A public hearing was held on February 14, 2019, in the Corona del Mar Conference Room (Bay E-1 st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place, and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15315, 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 construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single-family residence located in the R-2 Coastal Zoning District. Zoning Administrator Resolution No. ZA2019-### Pape 2 of 9 SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (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: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 3,284 square feet and the proposed floor area is 3,284 square feet. b. The proposed development complies with the required setbacks, which are five feet along the property line abutting West Ocean Front, and three feet along each side property line. There is no required setback along the property line abutting Seashore Drive. c. The highest guardrail/parapet is 24 feet from established grade and the highest ridge is 29 feet from established grade. The proposed development complies with all height requirements. d. The proposed development provides a two -car garage, meeting the minimum garage requirement for a single-family residence exceeding 4,000 square feet of habitable area. e. The proposed development exceeds the minimum 9.0 feet (NAVD88) top of slab elevation requirement for interior living areas of new structures. 2. The neighborhood is predominantly developed with two- and three-story single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The development fronts the public boardwalk along West Ocean Front and is separated by the Pacific Ocean by a wide sandy beach. A portion of the lot is located within the Federal Emergency Management Agency (FEMA) VE Zone as illustrated in the FEMA preliminary flood insurance rate map (PFIRM) effective March 21, 2019, indicating that a portion of the property may be subject to flood hazards associated with high velocity wave action from storms or seismic sources. However, a Coastal Hazard Report and Wave Runup Study prepared by GeoSoils, Inc., dated January 25, 2019, provides site- specific analysis of the potential coastal hazards with the proposed development, including wave action. The likely range of sea level rise projection for year 2100 (exceeding 75 year life of structure) is projected between 1.3 and 3.2 feet, resulting in a future water elevation of between 9.0 feet and 10.9 feet based on the North 01-03-17 g Zoning Administrator Resolution No. ZA2019-### Pape 3 of 9 American Vertical Datum of 1988 (NAVD88). The finish floor elevation of the proposed dwelling is 12.08 feet NAVD88, which exceeds the minimum 9.0 -foot (NAVD88) elevation standard for new structures and is 1.18 feet above the 10.9 -foot future sea level rise projection. Furthermore, the site is approximately 390 feet from the shoreline. Using a conservative analysis of shoreline erosion, the shoreline would retreat 150 feet over the 75 -year life of the development, resulting in a distance of approximately 240 feet between the site and the shoreline. This is recognized as a safe distance to protect the site from extreme events. Applying a more conservative 5.1 -foot sea level rise projection, wave bore would travel approximately 130 feet from the shoreline before it dissipates; therefore, the overtopping of waves over the next 75 years most likely will not reach the subject site, even under extreme conditions. 4. Although the site is concluded to be safe from coastal hazards over the design life of the development, in the unlikely event the shoreline is eroded back near the site, and wave overtopping reaches the site, a three -foot -high privacy wall along the seaward property line would afford wave flooding from reaching the site. Furthermore, the project incorporates building materials (concrete and other waterproof materials) that are resilient to temporary flooding and can be adapted for additional waterproofing in future if needed. Future adaption could include new waterproof composite materials (plastic/fiberglass) siding to the entire building, or available flood dam systems to exclude water from entering the site. 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. Due to the large distance from coastal waters, a Water Quality Management Plan (WQMP) and a Construction Pollution Prevention Plan (CPPP) are not required. A post - construction drainage system will be installed that includes drainage and percolation features designed to retain dry weather and minor rain runoff on-site to ensure the project does not impact water quality. Any water not retained on-site is directed to the City's storm drain system. 7. 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. 8. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of 01-03-17 9 Zoning Administrator Resolution No. ZA2019-### Pape 4 of 9 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. 9. The property fronts a public boardwalk and public beach, with views oriented towards the Pacific Ocean. An investigation of the project site and surrounding area did not identify any other public view opportunities. The project will replace an existing single-family home with a new single-family home that complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: 1. The project site is located in West Newport between the nearest public road and the sea. 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 located on an inland lot with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. 2. Vertical access to the beach is available near the site on 35th Street and 36th Street where there is a public beach with access to the water. Lateral access and views of the ocean are also available along an existing six foot -wide public sidewalk (Ocean Front Boardwalk) in front of the project site. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2018-114, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken 01-03-17 10 Zoning Administrator Resolution No. ZA2019-### Pape 5 of 9 by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 14TH DAY OF FEBRUARY, 2019. Patrick J. Alford, Zoning Administrator 01-03-17 11 Zoning Administrator Resolution No. ZA2019-### Pape 6 of 9 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. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new Coastal Development Permit. 3. Coastal Development Permit No. CD2018-114 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. 4. 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. 5. 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. 6. 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. 7. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 8. This Coastal Development Permit does not authorize any development seaward of the private property. 01-03-17 12 Zoning Administrator Resolution No. ZA2019-### Pape 7 of 9 9. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Pollution Prevention Plan (CPPP). 10. 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. 11. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stockpiles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 12. 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. 13. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 14. 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. 15. 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. 16. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 17. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 18. All existing encroachments into the West Ocean Front right-of-way shall be removed. 01-03-17 13 Zoning Administrator Resolution No. ZA2019-### Paqe 8 of 9 19. 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. 20. Prior to issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. Implementation shall be in compliance with the WQHP/WQMP and any changes could require separate review and approval by the Building Division. 21. 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. 22. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 23. 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. 24. The applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In compliance with the MBTA, grading, brush removal, building demolition, tree trimming, and similar construction activities shall occur between August 16 and January 31, outside of the peak nesting period. If such activities must occur inside the peak nesting season from February 1 to August 15, compliance with the following is required to prevent the taking of Native Birds pursuant to MBTA: 01-03-17 A. The construction area shall be inspected for active nests. If birds are observed flying from a nest or sitting on a nest, it can be assumed that the nest is active. Construction activity within 300 feet of an active nest shall be delayed until the nest is no longer active. Continue to observe the nest until the chicks have left the nest and activity is no longer observed. When the nest is no longer active, construction activity can continue in the nest area. B. It is a violation of state and federal law to kill or harm a native bird. To ensure compliance, consider hiring a biologist to assist with the survey for nesting birds, and to determine when it is safe to commence construction activities. If an active nest is found, one or two short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 7 Zoning Administrator Resolution No. ZA2019-### Pape 9 of 9 25. 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. 26. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 27. 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. 28. 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. 29. 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 either the current business owner, property owner, or the leasing agent. 30. This approval shall expire and become void unless exercised within 24 months from the actual date of review authority approval, except where an extension of time is approved in compliance with the provisions of Title 21 Planning and Zoning of the Newport Beach Municipal Code. 31. 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 Moy Residence Coastal Development Permit including, but not limited to, Coastal Development Permit No. CD2018-114 (PA2018-272). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attomeys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attomeys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 01-03-17 15 Attachment No. ZA 2 Vicinity Map 1( 3506 West Ocean Front, LLC Residence Zoning Administrator, February 14, 2019 Page 8 VICINITY MAP Mm ..iJ-V""I& Subject Property y09 M �N, 'fA Coastal Development No. CD2018-114 PA2018-272 3506 West Ocean Front TmpIC 01/17217 27 Attachment No. ZA 3 Project Plans 12 I STAMPED L,$T L.S. 2312 =1� = 14.115' 15.117' 11.87' FS /� 1 TW PA A I, on I 17.115' TW (E) SITE 11.115' FS WALL (N) +42.. GEOTECHNICAL: CITY: NEWPORT BEACH _ GATE ZONE: R-2 NEWPORT BEACH, CA cI2660 1200 WEST COMMONWEALTH � CONTACT: BRION JEANNETTE ARCHITECTURE FULLERTON, GA 412553 I �LIT (714) 670-1211 z I RESPONSIBLE CHARGE SHALL BE RESPONSIBLE FOR BUILDING ENERGY EFFICIENCY LEGAL O�5CRIPTION SURVEYOR: STANDARDS (BEES), 2016 GAL < GREEN BUILDING STANDARDS to 5 _'O �t w LU 2-57ORE SINGLE cv F.Y.S.B. � FAMILYI A. P. NUMBER 423-335-04 (9441) 656-2924 I � CITY: NEWPORT BEACH r OCGUPAN R -5/U I � I I NO TH DO NOT SCALE DRAWINGS SETBACKS5:: 6E0501L5, INC. 5741 PALMER WAY, SUITE D FRONT: 5'-0" SCOP OP / �/� AOR GARLSE'AD, GA 412010 REAR: 0'-0" 760-456-5155 ~ 14.114'' TW I DEMOLISH EXISTING 2 -STORY SINGLE FAMILY 12.0'IFS MAXIMUM HEIGHT: 24'-O" FLA7 / 2�1'-O" SLOPED RESIDENCE AND GON57RUG7 A NEW 3 -STORY SINGLE FAMILY RESIDENCE WITH ATTACHED 2- CIVIL: GORE STRUCTURE, INC. SQU R POOTAG� CALC5. GAR GARAGE AND ROOF DECK. 23172 PLAZA POINTE DR. #145 L07 SIZE: 2,285 5.F. LACUNA HILLS, GA 412653 (4149) 954-7244 I gyp- OUTLINE OF z SECOND FL ABV. 1 (E) SITE BLD'6 S.B. AALL 1 �I 1 BJA JOB 516N PA STAMPED L $ T L.S. 4383 = 15.10' +42" PA WALL 11.116' 16.84' TW NO l 5 12.0' FS (N) W.I. FENCE ON 30" TALL X 6" WIDE STUCCO WALL. TOTAL GOMBINED HEIGHT OF WALL & FENGE TO SE +60" 517r= PLAN Fig NEIGHBOR RESIDENCE 35011 SEASHORE DR. PROPERTY LINE N520521511"E 110.81' OUTLINE OF FIRST FL F- V n H 173 (N) +60" HIGH GATE I I I NEW 3 STORY SINGLE FAMILY RESIDENCE W/ ATTACHED 2 -GAR GARAGE m Mid) N U NEIGHBOR RESIDENCE m A 3505 SEASHORE DR. LEGAL OWNER 1 CON5ULTANT5 I r;�r=51 GN ::)ATA 3506 W. OCEANFRONT, LLC. MANAGER: MARIANNE MOY GEOTECHNICAL: CITY: NEWPORT BEACH 620 NEWPORT CENTER DR. #1100 COAST GEOTECHNICAL, INC. ZONE: R-2 NEWPORT BEACH, CA cI2660 1200 WEST COMMONWEALTH GORE: 2016 CRC, 2016 GBG, 2016 CPC CONTACT: BRION JEANNETTE ARCHITECTURE FULLERTON, GA 412553 THE RES157ERED DE516N PROFESSIONAL IN5506 (11411) 645-5854 (714) 670-1211 2016 CEG, 2016 GMC, 2016 W. OCEANFRONT �y RESPONSIBLE CHARGE SHALL BE RESPONSIBLE FOR BUILDING ENERGY EFFICIENCY LEGAL O�5CRIPTION SURVEYOR: STANDARDS (BEES), 2016 GAL RDM SURVEYING INC. GREEN BUILDING STANDARDS to PROJECT ID: BLOCK 55, LOT 4 25016 LAKE FOREST DRIVE #A 4041 TOTAL LIVABLE: 2,41011 5.F. LA6UNA HILLS, GA 412653 USE: 5FD A. P. NUMBER 423-335-04 (9441) 656-2924 CONSTRUCTION TYPE: VB (51PRINKLERED) CITY: NEWPORT BEACH COMPATIBILITY WITH THE DESIGN OF THE BUILDING OCGUPAN R -5/U COUNTY: ORANGE COASTAL HAZARDS: NO TH DO NOT SCALE DRAWINGS SETBACKS5:: 6E0501L5, INC. 5741 PALMER WAY, SUITE D FRONT: 5'-0" SCOP OP / �/� AOR GARLSE'AD, GA 412010 REAR: 0'-0" 760-456-5155 SIDE: 5'-0" DEMOLISH EXISTING 2 -STORY SINGLE FAMILY MAXIMUM HEIGHT: 24'-O" FLA7 / 2�1'-O" SLOPED RESIDENCE AND GON57RUG7 A NEW 3 -STORY SINGLE FAMILY RESIDENCE WITH ATTACHED 2- CIVIL: GORE STRUCTURE, INC. SQU R POOTAG� CALC5. GAR GARAGE AND ROOF DECK. 23172 PLAZA POINTE DR. #145 L07 SIZE: 2,285 5.F. LACUNA HILLS, GA 412653 (4149) 954-7244 (N) +72" SITE WALL L (N) +72 11 HIGH SATE A (N) SAS METER -� (N) 400 AMP ELEC. PANEL. VERIFY SIZE $ LOCATION WITH SCE PERMEABLE I PAVERS O/ GRAVEL PIT BLW. / l I I1.78�1 OUTLINE OF THIRD FL ABV. m PERMEABLE PAVERS O/ GRAVEL PIT BLW. 0 5HEE7 I Ni;)r=X 7-1 TITLE SHEET, INFORMATION, & 517E PLAN A-1 FIR57 $ SECOND FLOOR PLAN A-2 THIRD FLOOR $ ROOF PLAN A-5 EXTERIOR ELEVATIONS A-4 EXTERIOR ELEVATIONS A-5 BUILDING SECTIONS 5F -I SQUARE FOOTAGE OVERLAYS SF -2 SQUARE FOOTAGE OVERLAYS L -I PRELIMINARY LANDSCAPE PLAN G-1 GRADING PLAN TITLE SHEET G-2 PRELIMINARY GRADING PLAN $ DETAILS G-5 GPPP EROSION CONTROL PLAN 75-1 TOPOGRAPHIC SURVEY J :) NM TO BE RELOGATED (N) WM SCALE: 1/4" = I' - 0" I I 11.71' TO 11.50' FL 11.58' FS 11.511' 5$W m I STAMPED L N L.S. 4653 I =11.67' L m 0' u1 R.Y.S.B. T z z B LA-5 Imo- 11.74' ul FS O E3 -JA JOB SIGN 30'-0" ALLEY GENTERL I NE 1 STAMPED L 4 T L.S. 4653 11.62' 11.47 1 ' 1.70' FS FS FL 7 51 TE PLAN NOTE5 TO 1. SEPARATE PERMIT IS REQUIRED i FOR EACH BU I LD I NS OR STRUCTURE, 1 I.E. FENCE WALLS, RETAINING WALLS, SWIMMING POOLS/SPAS, AND TENN15 I COURTS. 2. FENCES, HEDGES, WALL, RETAINING WALLS, GUARDRAILS, AND HANDRAILS OR ANY COMBINATION THERE OF SHALL NOT EXCEED 42 INCHES FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT YARD SETBACK. LANn5CAFr= AREA PROPOSED LANDSCAPE AREA: 27 SF EXEMPT FROM WATER -EFFICIENT LANDSCAPE 1 DESIGN STANDARDS E57. GRA=))= CALC5. (A) 11.78' + (B) 11.116' + (C) 11.78' + (D) 11.87' = 4-7311'/ 4 = 11.85EST. GRADE VICINITY MAP m �o 8 �s m� m� o� 9g °g a~ a 0 aQo J J `oma 3<> �a 3s� Qo� a = >g� Q W 2 o�$ �<o pmF�U �O m foa N� a= a� a �sN z �Q> o<- U ° $LLd �Qpp— OQ�j W�° °'� 9<; Q�� LL Z�Q SWAM Z H �1oQ �0 Q a'J �aa[ J Jl 8 � mgr U}� OQ o=� 2� Be g ? " `o Q=o O OKA z o qua Z a �(D ff In �i�j� e U C a F J <.0 L00 O V Z ILIIU toVM NJ O O O 'Q OL LO� mz R e P a0 � � z U n 1 e 0 v 0 _ R O � U U £Z °g i Q } P } Z .=w Q6 ^` U o W Um z o Q Q a � Z w m 0 a o n i z z a 0 ,z ju 0 2: OL IL- 7 Z Date: GDP REVIEW Revision:oi.oa.ia 0 Revision: Revision: Revision: Revision: Job Nola -031 5�0 ARC s. J m C8012 m REN.4LL9_ Q O FOF CAL\F F.A.R.: 2.0 MAX. BUILDABLE AREA: 5,284 5.F. NOTE: BRION S. JEANNETTE IS THE D.P.I.R.G. - FIRST FLOOR: 1,144 5.F. SITE: y THE RES157ERED DE516N PROFESSIONAL IN5506 SECOND FLOOR: 1,465 S.F. W. OCEANFRONT �y RESPONSIBLE CHARGE SHALL BE RESPONSIBLE FOR �y REVIEWING AND COORDINATING SUBMITTAL THIRD FLOOR: 502 5.F. to DOCUMENTS PREPARED BY OTHERS, INCLUDING TOTAL LIVABLE: 2,41011 5.F. PHASED AND DEFERRED SUBMITTAL ITEMS, FOR GARA6r=: 375 S F PROJECT LOCATION COMPATIBILITY WITH THE DESIGN OF THE BUILDING TOTAL STRUCTURE: 5,284 5.F. NO TH DO NOT SCALE DRAWINGS TOTAL 1;lEGIG5: 1424 5.F. N.T.S. m �o 8 �s m� m� o� 9g °g a~ a 0 aQo J J `oma 3<> �a 3s� Qo� a = >g� Q W 2 o�$ �<o pmF�U �O m foa N� a= a� a �sN z �Q> o<- U ° $LLd �Qpp— OQ�j W�° °'� 9<; Q�� LL Z�Q SWAM Z H �1oQ �0 Q a'J �aa[ J Jl 8 � mgr U}� OQ o=� 2� Be g ? " `o Q=o O OKA z o qua Z a �(D ff In �i�j� e U C a F J <.0 L00 O V Z ILIIU toVM NJ O O O 'Q OL LO� mz R e P a0 � � z U n 1 e 0 v 0 _ R O � U U £Z °g i Q } P } Z .=w Q6 ^` U o W Um z o Q Q a � Z w m 0 a o n i z z a 0 ,z ju 0 2: OL IL- 7 Z Date: GDP REVIEW Revision:oi.oa.ia 0 Revision: Revision: Revision: Revision: Job Nola -031 5�0 ARC s. J m C8012 m REN.4LL9_ Q O FOF CAL\F I N I +4211-A ul GUARD r B -rLu Nv� 1F dLu LL i • I' -O" 3'-10" 3'-2" 11'-6" +1611 SEAT DECK 21-1111\ DECK PROD. 71_311 -} 80'-111 11 11-7111 11_7 I II A 12 3'-1211 2 _7211 4 -3 3 -q 2 -10II 8 -O 3 -6 3 -6 -q q -OII II II II II II II - -- -- - -- - - D5 '--" 2'-1011 61_011 SECOND FLOOR PLAN FIS FOR FUTURE BBQ PA • (N) GATE OUTLINE OF 5EGOND FL DEGGK�K ABV. /B\ (E) SITE WALL II I � ►n 2% 110 T I I III 112.02' - II � 5'-0" F.Y..15.8. PA 0 2811 011 FP 0 DIRECT VENT GAS - FIREPLAGE PER FLOOR PLAN NOTE #2. GREAT ROOM Frd IMF RANGE HOOD TO VENT THRU WALL TO OUTDOORS. EXHAU5T SYSTEM 5HALL HAVE A MINIMUM EXHAUST RATE OF 100 OFM PER BEES 150(0), EXG. 5 TO 152(A) & A5HRAE 5TD. 62.2 80'-1116" -10" 64'-81611 8'-OII W 1d A \S3u— I� 1' OUTL I NE OF I THIRD FLOOR Ja CL ABV. a'_ °Lu 1 0 _ I BATH BT A - _ II 21 II -011 41-011 cu MGI O Ell ° _ I L2 x5 P TR TP Qr, SEAT` O 400 AMP ELEC. PANEL VERIFY SIZE I$ LOCATION W/ SCE 1_711 A-5 51-5T111-3'-311 Lu 1F dd ^� I� IL- ✓' -611 41_511 41- Op—. 11 U! -(N) GAS METER Iq'-6;, 11 Leo O N 7 SH .�i61 5L. co RHB 6.\,/. ry f G> V DS ht - EE � L- la" +1611 DW � - +-7 SEAT Iq'-O" CLEAR D5 W/ GD 114" "" 1 KITCHEN43 24 (D'I I! ----' FGU I AS It RANr5E N1 HOOD ABV.BEDROOM m I 4:olI BAMN FH 24" li Q F6 GWS SII �Y LI li ___-- 2 -GAR GARAGE 120" - MGI II I SL._ O — FIRST FLOOR T.O.SLAB=12.08' DINING ROOM i 8 -HR i E 5+78° aL • P j 42" �t <t ►n 5H ;FGU 3; w BATH 2 � � -1m • GI • SHWR WG ABV. N f� 2'-711 i 41_511 21_ II 10'-611 - N - 1 BEDROOM 2 FC m BEDROOM 5 - logo' G MASTER BEDROOM MG2 MASTER � I, N -IN IF/771 `t 24" BATH L30X30 24" SHA IS" 7 CHASE AE3\/. = s MG2 i- AGGE551 20 1 ABV. `r s - 4111 �o DES + MA. WIG 1 x � TB _ II' -10" 7'-011 411 1 �- V 8142110 LIN. � -1 = 1 -1 SCAT _� m0 q11 x SECOND FLOOR = O, n ELEV. m Sb T.0.5HT'6=22.17' - _ Q C �'0 W/ ® OUTLINE ON 17R II" TMP OF DS DS OF FIRST MASTER ®7.12 WIND W UP 15R -1.2-711 SUB- LAU' _ FLR BLW EA. BELON © EA. PANEL _HALL _ _ _ _ _ _ _ A - — �d _ A-5 OF 31-2" 14'-511 mci ILL �jl_711 __ / 1_011 _211 41_011 �fl_311 __ 51_411 41_011 81-8g 11 21_011 SECOND FLOOR PLAN FIS FOR FUTURE BBQ PA • (N) GATE OUTLINE OF 5EGOND FL DEGGK�K ABV. /B\ (E) SITE WALL II I � ►n 2% 110 T I I III 112.02' - II � 5'-0" F.Y..15.8. PA 0 2811 011 FP 0 DIRECT VENT GAS - FIREPLAGE PER FLOOR PLAN NOTE #2. GREAT ROOM Frd IMF RANGE HOOD TO VENT THRU WALL TO OUTDOORS. EXHAU5T SYSTEM 5HALL HAVE A MINIMUM EXHAUST RATE OF 100 OFM PER BEES 150(0), EXG. 5 TO 152(A) & A5HRAE 5TD. 62.2 80'-1116" -10" 64'-81611 8'-OII W 1d A \S3u— I� 1' OUTL I NE OF I THIRD FLOOR Ja CL ABV. a'_ °Lu 1 0 _ I BATH BT A - _ II 21 II -011 41-011 cu MGI O Ell ° _ I L2 x5 P TR TP Qr, SEAT` O 400 AMP ELEC. PANEL VERIFY SIZE I$ LOCATION W/ SCE 1_711 A-5 51-5T111-3'-311 Lu 1F dd ^� I� IL- ✓' -611 41_511 41- Op—. 11 U! -(N) GAS METER Iq'-6;, 11 Leo O N 7 SH .�i61 5L. co RHB 6.\,/. ry f G> V DS ht - EE � L- la" +1611 DW � - +-7 SEAT Iq'-O" CLEAR D5 W/ GD 114" "" 1 KITCHEN43 24 (D'I I! ----' FGU I AS It RANr5E N1 HOOD ABV.BEDROOM m I 4:olI BAMN FH 24" li Q F6 GWS SII �Y LI li ___-- 2 -GAR GARAGE 120" - MGI II I SL._ O — FIRST FLOOR T.O.SLAB=12.08' DINING ROOM _ —RHB _ m 29' � DS D5 G.V 12%- p_ctj_ a SL. _ .q2 -- �S\�j - -- i SL. m } a Aeo%/E 5 f -- -- DRAIN (g)- ELEVATOR g)ELEVATOR A PIT 3'-2" 14'-5" 3'-O" 3'-6" 3'-6" 5'-6" 7'-8" Q'-7" 5'-ci" 4'-10" 8 7'-1111 20'-7 " 7'-011 54'-1811 P I RST FLOOR PLAN I : 1/411 = 11 _ 011 (N) WATER METER 11.68' TG 11.37' FL SCALE: 1/4" = I' - 0" m �o 8� �s �z o� U 9 Qg8 Up In Z.0 - BOX 30 ao� Q3 a r'EU Fes} rcrcd �=o BIW ,Nzg mN2 o VV } LL dpz M w t� a� adQ N_L 2 N adNN� JZ� �WW O � Z F O �s J N �1p 9�YY� U 111 Nd~ W~�pN pQNd Z�J d LL LL z?d Wd pp LL UN} LL 8 � N �p� N � �Q N w mgwo U}� �oQ �m dm3 as wa= 01� �g N� ww� d Iz � <§=o o� Fc -4 z`�NO 2 � OU2�z U z �o <p= Jas rcm g c �o�LL ZZYg� KgdU C pia K.0 J��dm z` ILI Z Z V V LJa Or O tnt" m� M a N P P L • } � Z U w � a o � U U £Z 0 L � U Q } N U P N Z W � U � m m U t � z o � a Q � � a i ? w m a � O 6 � 'i o m o n N Z a O 0 0 Z O IL Date: GDP REVIEW Revision:oi.oa.m D Revision: Revision: Revision: Revision: Job No: 18-050 5�0 ARC g. J m C8012 m REN. 4/Ici Q OF CAL\F Q� 20 • � � -1m • GI • FC logo' IF/771 lolls CHASE AE3\/. s _ —RHB _ m 29' � DS D5 G.V 12%- p_ctj_ a SL. _ .q2 -- �S\�j - -- i SL. m } a Aeo%/E 5 f -- -- DRAIN (g)- ELEVATOR g)ELEVATOR A PIT 3'-2" 14'-5" 3'-O" 3'-6" 3'-6" 5'-6" 7'-8" Q'-7" 5'-ci" 4'-10" 8 7'-1111 20'-7 " 7'-011 54'-1811 P I RST FLOOR PLAN I : 1/411 = 11 _ 011 (N) WATER METER 11.68' TG 11.37' FL SCALE: 1/4" = I' - 0" m �o 8� �s �z o� U 9 Qg8 Up In Z.0 - BOX 30 ao� Q3 a r'EU Fes} rcrcd �=o BIW ,Nzg mN2 o VV } LL dpz M w t� a� adQ N_L 2 N adNN� JZ� �WW O � Z F O �s J N �1p 9�YY� U 111 Nd~ W~�pN pQNd Z�J d LL LL z?d Wd pp LL UN} LL 8 � N �p� N � �Q N w mgwo U}� �oQ �m dm3 as wa= 01� �g N� ww� d Iz � <§=o o� Fc -4 z`�NO 2 � OU2�z U z �o <p= Jas rcm g c �o�LL ZZYg� KgdU C pia K.0 J��dm z` ILI Z Z V V LJa Or O tnt" m� M a N P P L • } � Z U w � a o � U U £Z 0 L � U Q } N U P N Z W � U � m m U t � z o � a Q � � a i ? w m a � O 6 � 'i o m o n N Z a O 0 0 Z O IL Date: GDP REVIEW Revision:oi.oa.m D Revision: Revision: Revision: Revision: Job No: 18-050 5�0 ARC g. J m C8012 m REN. 4/Ici Q OF CAL\F Q� 20 7 0 II = 38.17' DS DS I" ROOF DEGK 15'-112" 1 F - Li BELOW I I_QII Lu EAVE O.H. 1 r iu O =�6 ROOF PLAN 71_".)II OI PEN TO m T.O.RIDGE = 40.16' ME '12 G THIRD FL BIW NON -REFLECTIVE SOLA -TUBE 14" 0 m J— Q _ DEGK BELOW rl D-' �ItO D5 I I I DS T.O. SF ELEVATOR — — — — — SHAFT = 40.85' — — — w A 11 1 A �I_^11 A-� I_all I' -Q" RAKE O.H. 7 :t; SCALE: 1/4" = II - 0" 16'-11211 51_011 16'-11211 _ w 7'-3" 7'-3" 7'-3" II I I II DS u I — 01 71 -SII THIRD FL BIW NON -REFLECTIVE SOLA -TUBE 14" 0 m J— Q _ DEGK BELOW rl D-' �ItO D5 I I I DS T.O. SF ELEVATOR — — — — — SHAFT = 40.85' — — — w A 11 1 A �I_^11 A-� I_all I' -Q" RAKE O.H. 7 :t; SCALE: 1/4" = II - 0" 16'-11211 51_011 16'-11211 _ w 7'-3" 7'-3" 7'-3" 15'-I" 2'-1011 I'-1116" I — 01 71 -SII DS Lu — — DS I N F6 FP = = 1 2% ® SL. f OPEN ROOF DEGK T.O.SHT'G = 32.17' +42" GUARD TO BE BELOW 24' FLAT ROOF HT. LIMIT 6" FEATURE ARCH. OUTLINE OF r SECOND ® FLR BLW = p N - B IU - 1 2% ® SL. f I" /I DEGK ENGROA- GHMENT N _ 2% 1 ® SL. f = O N = `t -' N �ROF \ OF O {-{B COVERED ROOF 1;)F-CK1;)F-CKcV T.O.SH�'G = 317' ALL DEGK SH�SIDREMAIN OVERIEND �i LL PERPE/TUITY AND MAY NOT BE It UP 2R ENCLOSED IN THE FUTURE. @6" EA. I 2516 1 11 SL • 2� t �— 7-I ® 2-8 SL. ® 13-8 / AG UNI (4 TON) 11 4�7 2 G UNIT (3 TON) 111 m r BE>7ROOM 5 211 T.O.SHT'G = 31.25' 1 11 1 11 1 2-I 3-3 (01-6112-10 it II w N 11 6 SL. ,- �II 1 11 64 2-C'4 11 5'-5"— _ -1" N A-5 - — „ f +4 FROM GOVERED ROOF DECK D1 15R ©7.27" EA• = f - — f 3/4' TUBE ABV. ��� - = - 1 TB G cV `, , - BATH 4 L2 ° 6 MGI T s — \ FG FOR FUTURE \BBQ m RHB D jDEG 2 IN +42" GUARD a TO BE BLW. 24' FLAT ROOF HT. LIMIT TV 5 -10 m w I - O ELEV u1 ® S f DS 10 \1 — — — — — — — OF -- -- -- 161-24" — — — — -- -- -- -- -- -- -- I II DS -- 5'-84" DS — pw I II A-5 5-4 DUCT CHASE ROM I II 4-2 — 11 1 11 2-8 3-2 1 11 +16" SEA 2-10 1 11 —� 3-3 1 11 2'-S8" `o L e-, 21-QII 41'-3" 4 6'-111 TH I RIS FLOOR PLAN SCALE: 1/4" = I' - 011 m �o 8� �s �z o� U 9 1b Qg8 ppUIn° a WaQo N J 2 } 30 ao§ Qtoi Y�-LL,w a �EU rcrc` �=o IW mN2 O Vo } LL ao� w t� a� NL NN2 Q�N aaNN� JZ� OW O � Z F O �s J N�p 9�YY� U � 111 N aoo~ N Q pN w� � QQN Z�J d LL Q?d LL UN} LL 8 � N 2 N � �a N Of w mgwo �oQ �m G i as wLL= ° F� N� ww< f� <�=o 3N z`�NO 2 � OU2�z U z Jas (D a� N:�z 02 �o�LL ZZYg� rcgaU � J��dm z` �ZV T- X to V M ILI O r O t m� M a N P P N 0 CD N Z U w a D 0 � U U £Z 0 L � U N U P N Z W � c U m OUl U Q m U t z o < a a m < z i w a � O a N 0 m o n N Z a O 0 N�Z YE O OL ILL Afj Date: GDP REVIEW Revision:ol.oa.m Revision: Revision: Revision: Revision: Job No: la -050 / Seo ARC � g.10 J m C8012 m REN. 4/Ici Q 9T�OF CALF0 21 O I w N Ft'. SB 2ci'-O" GITY' HT. LIMIT SLOPED ROOF 2 _ = 40.85' I 24'-0" GITY HT. LIMIT _ ® DECK/FLAT ROOFS I rid 6" ARCH. FEATURE ESTABLISHED GRADE = 11.55' I I 21i' -O" GIT -T' HT. LIMIT g SLOPED ROOF = 40.85' W E?�ST ELE\/�,TION TO_PLT. - G N EXTERIOR NOTES: I. HEIGHT CERTIFICATION OF CRITICAL ROOF HEIGHT ELEVATIONS REQUIRED. A T.O.PLT. I � 1 r _ I _THIRD FLOOR I T.O.SHT'G= 31.25' 1 _! APEX/TOP OF WORST CASE AT 1 6 ° w BARREL VAULT TOP OF ARCH TO 1 ARCH. T.O. RIDGE BE 2ci' MAX. HT. FEATURE SECOND FLOOR 3:12 2ci'-O" GITY HT. LIMIT SLOPE @ SLOPED ROOF T.O.SHT'G= 22.17' _ = 40.85' N O � _ 1 - MIN. 3:12 m 1 SLOPE r i GARAGE T.O.SLAB = 12.0' THIRD FLOOR T.O.SHT'CG= 31.0' I SCALE: 1/4" = I' - O" nA1_/)° / ITS/ Li -r 1 11v11 -r I \✓.trl—f 1 IJ 1 1 5ARREL VAULT EXH 1 5 1 T SCALE: 1/4" = I' - O" EXTERIOR FINISH SPECIFICATIONS: OEXTERIOR PLASTER: EXTERIOR PLASTER 0/ (2) LAYER GRADE D PAPER AT BUILDING FIELD TO HAVE SMOOTH TEXTURE. FINAL COLOR GOAT TO BE OMEGA AKROFLEX OR OMEGAFLEX. FINAL COLOR TO BE DETERMINED AND APPROVED BY ARCHITECT PRIOR TO APPLICATION. OROOFING: ROOF TO BE 24 GA STEEL STANDING SEAM CURVED TEE -PANEL BY BERRIDGE. COLOR TO BE DETERMINED. OMETAL: 9WINDOWS AND DOORS TO BE ALUMINUM GLAD WOOD. COLOR & MANUFACTURER TO BE DETERMINED. <9>GUTTERS & DOWNSPOUTS TO BE POWDER COATED ALUMINUM. COLOR TO BE DETERMINED. <9>GUARDRAIL TO BE METAL. s.d GARAGE DOOR TO BE NON -INSULATED METAL DOOR IN MODERN STEEL COLLECTION BY GLOPAY. DOOR DESIGN TO BE MODERN FLUSH WITH WINDOWS PER EXTERIOR ELEVATIONS. COLOR TO BE DETERMINED. 3.e ROOF FASCIA I$ TRIM TO BE METAL TO MATCH ROOF. OGLASS: GLASS AT GUARDRAILS TO BE TEMPERED AND ANGLED 7° FOR BIRD DETERRENCE. SB R ALL THREE 51DE5 OF COVERED DECK 5HALL REMAIN OPEN IN PERPETUITY AND MAY NOT 5E ENGLO5ED IN THE FUTURE. -------------------------T.O. CHIMNEYTT71 2 5'-112" `� 3'-0" = 55.17' 4 OOPEN5-7— DE— 7 OPEN _ROOF D_EGK T.O.SHT'G= 32.17' -4 DECK PROJECTION ESTABL I SHED GRADE = 11.85' NORTH ELEVA71ON 7o I 1 I 5_EGOND_FLOOR T.O.SHT'G= 22.17' -114 DECK PROJECTION 14.ci4' TW 12.0' FS FIRST FLOOR T.O.SLAB = 12.05' I SCALE: 1/4 = - O" F V, V LJa M% - D38 U � O In a tn Z WaQO \11 N J 2 } z a3 30 M a N QN3 y�w v �EU a � �$ } o � U rNs U £ z o ZLL rn N Z m dd� m o z �O O Jzr o O� J<N d N�p 9�YY� J 111 Nd~ Wr�QN N LL �UO Z LL W�N} n/yX N LL a■I-- 1 8 luN x 1" N � �Q J N g Date: m g rc GDP REVIEW Revision:ol.oa.m zL �oQ �m Revision: �m3 Revision: Q@ Revision: wa= cm Revision: Job No: 18-05I N 1y^ Q L N wQ ao V��S�O �EgR��i�� oC4 m C8012 In rN J=g REN. 4/Ici a g, v N� _a o �Q- d a �OF CALIF W �s< (D �o�LL ZZYj� DD Z �JdU C J��dm 22 I m E?�ST ELE\/�,TION TO_PLT. - G N EXTERIOR NOTES: I. HEIGHT CERTIFICATION OF CRITICAL ROOF HEIGHT ELEVATIONS REQUIRED. A T.O.PLT. I � 1 r _ I _THIRD FLOOR I T.O.SHT'G= 31.25' 1 _! APEX/TOP OF WORST CASE AT 1 6 ° w BARREL VAULT TOP OF ARCH TO 1 ARCH. T.O. RIDGE BE 2ci' MAX. HT. FEATURE SECOND FLOOR 3:12 2ci'-O" GITY HT. LIMIT SLOPE @ SLOPED ROOF T.O.SHT'G= 22.17' _ = 40.85' N O � _ 1 - MIN. 3:12 m 1 SLOPE r i GARAGE T.O.SLAB = 12.0' THIRD FLOOR T.O.SHT'CG= 31.0' I SCALE: 1/4" = I' - O" nA1_/)° / ITS/ Li -r 1 11v11 -r I \✓.trl—f 1 IJ 1 1 5ARREL VAULT EXH 1 5 1 T SCALE: 1/4" = I' - O" EXTERIOR FINISH SPECIFICATIONS: OEXTERIOR PLASTER: EXTERIOR PLASTER 0/ (2) LAYER GRADE D PAPER AT BUILDING FIELD TO HAVE SMOOTH TEXTURE. FINAL COLOR GOAT TO BE OMEGA AKROFLEX OR OMEGAFLEX. FINAL COLOR TO BE DETERMINED AND APPROVED BY ARCHITECT PRIOR TO APPLICATION. OROOFING: ROOF TO BE 24 GA STEEL STANDING SEAM CURVED TEE -PANEL BY BERRIDGE. COLOR TO BE DETERMINED. OMETAL: 9WINDOWS AND DOORS TO BE ALUMINUM GLAD WOOD. COLOR & MANUFACTURER TO BE DETERMINED. <9>GUTTERS & DOWNSPOUTS TO BE POWDER COATED ALUMINUM. COLOR TO BE DETERMINED. <9>GUARDRAIL TO BE METAL. s.d GARAGE DOOR TO BE NON -INSULATED METAL DOOR IN MODERN STEEL COLLECTION BY GLOPAY. DOOR DESIGN TO BE MODERN FLUSH WITH WINDOWS PER EXTERIOR ELEVATIONS. COLOR TO BE DETERMINED. 3.e ROOF FASCIA I$ TRIM TO BE METAL TO MATCH ROOF. OGLASS: GLASS AT GUARDRAILS TO BE TEMPERED AND ANGLED 7° FOR BIRD DETERRENCE. SB R ALL THREE 51DE5 OF COVERED DECK 5HALL REMAIN OPEN IN PERPETUITY AND MAY NOT 5E ENGLO5ED IN THE FUTURE. -------------------------T.O. CHIMNEYTT71 2 5'-112" `� 3'-0" = 55.17' 4 OOPEN5-7— DE— 7 OPEN _ROOF D_EGK T.O.SHT'G= 32.17' -4 DECK PROJECTION ESTABL I SHED GRADE = 11.85' NORTH ELEVA71ON 7o I 1 I 5_EGOND_FLOOR T.O.SHT'G= 22.17' -114 DECK PROJECTION 14.ci4' TW 12.0' FS FIRST FLOOR T.O.SLAB = 12.05' I SCALE: 1/4 = - O" F V, V LJa M% - D38 U � O In a tn Z WaQO \11 N J 2 } z a3 30 M a N QN3 y�w v �EU a � �$ } o � U rNs U £ z o ZLL rn N Z m dd� m o z �O O Jzr o O� J<N d N�p 9�YY� J 111 Nd~ Wr�QN N LL �UO Z LL W�N} n/yX N LL a■I-- 1 8 luN x 1" N � �Q J N g Date: m g rc GDP REVIEW Revision:ol.oa.m zL �oQ �m Revision: �m3 Revision: Q@ Revision: wa= cm Revision: Job No: 18-05I N 1y^ Q L N wQ ao V��S�O �EgR��i�� oC4 m C8012 In rN J=g REN. 4/Ici a g, v N� _a o �Q- d a �OF CALIF W �s< (D �o�LL ZZYj� DD Z �JdU C J��dm 22 I Ar=57 ELEVATION T.O. GHIMNE -,5 I � I 4 I I _OPEN ROOF DECK I T.O.SHT'G = 32.17' I ro 11 ARCH. FEATURE SEGO_ND FLOOR I T.O.SHT'G = 22.17' I 411 F I REPLACE PROJEGTI ON FIRST FLOOR T.O.SLAE, = 12.08' OR T.O. RIDGE = 40.16' T.0. RIDGE OPEN TO` �i DEGK SB PL' 2 2r -I' -O" GITY HT. LIMIT SLOPED ROOF I 24'-0" CITY HT. LIMIT © DEGK/FLAT ROOFS 35.85' v I 3.c ARCH. �p FEATURE i cn i tY I N I I I ESTABLISHED — — — — — — — — — — GRADE = II.a5' SCALE: 1/4" = I' - O" SOUTH ELEVATION SCALE: 1/4" = I' - O" m z �o V, V LJa D38 °° O In tn Z WaQO \11 N J 30 a3 M a N dN3 Qy�w v �EU SK=o U CD a �$ } o � U ~sE z M � r °> } ZLL � rn N Z m dd� m o o ° z �z� a �O O Jz~ o ON � N �1p 9�YY� U 111 N dop Z~F dQYj °N N LL Z LL W�N} n/yX N LL a■I-- 1 8 luN X l" 2 ¢xN b d_c U N g Date: m g rc GDP REVIEW �oQ �m Revision: �m3 Revision: Q@ Revision: O wa= cl Revision: Job No: la -OSI N 1y^ ° L N w < Lr) EgR��i�� o N m C8012 In FN =g REN. 4/Ici ° 2 z U (P _ a o -°° -� 9T 0Q - W�d Z � � SOF CALIF �sQ ���(D 9 d N :: 01 0 � w ij F "6* TD TD ZZYj� DD Z �JdU C K.0 J��dm 2S O r e SECT 1 ON A PL SB I T.O. RIDGE = 40.16' T.O.PLT. o/-r=Rr 3� 6" ROOF ARCH. I DEGK THIRD FLOOR FEATURE T.O.SHT'S. = 31.25' I m COVERED ROOF DECK T.O.SHT'S. = 31.1'1' I I R-30 BATT INSUL'N BTW. FLOORS PER GEN. NOTES, TYP. I SECOND FLOOR T.O.SHT'S. = 22.17' R-21 BATT INSUL'N @ EXT. WALL PER GEN. NOTES, TYP. FIRST FLOOR T.O.SLAB = 12.08' T.O. 2Q SF � BATH I e UNDER SLAB DRAINAGE PER SEN. NOTES, TYP ELEV. SB � I 2ci'-O" CITY HT. LIMIT SLOPED ROOF ---------------- r\tMI= 40.85' I 24'—O" CITY HT. LIMIT ® DEGK/FLAT ROOFS —--------_ 35.85'— N. R-30 SPRAY FOAM CLOSED CELL INSUL'N BY IGYNENE PROSEAL MD -0-200—V3 AT UNVENTED ROOF, TYP. 6" ARCH. FEATURE R SB I r T.O. CHIMNEY = 38.17' �D p ------ ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I _ OPEN ROOF DEGK � - COVERED ROOF DEGK m � OPEN ROOF DEGK m T.0 SHT'S = 32.17' I T.O.SHT'S. = 31.17' ELI MA. BEDROOM p MA. BATH - MA. WIC � m O - R-21 BATT INSUL'N © 2 BATH 2 BEDROOM 3 ALL WALLS AROUND `p BATH $ LAUNDRY PER SEN. NOTES, TYP. m:<, SECOND FLOOR T-0.SHT'S = 22.17' 2'-11" DEGK PROJECTION 1 FIRST FLOOR T.O.SLAB = 12.08' SECT 1 ON 5 R-30 BATT I NSUL'N -/ BTW. FLOORS PER R-21 BATT INSUL'N @ SEN. NOTES, TYP. EXT. WALL PER SEN. _ NOTES, TYP. 0 O w GREAT ROOM KITCHEN BEDROOM I UNDER SLAB DRAINAGE PER SEN. NOTES, TYP. O ht N ESTABLISHED GRADE = II.85' SCALE: 1/4" = I' - O" RI- BEDROOM S HALL O BATH I e UNDER SLAB DRAINAGE PER SEN. NOTES, TYP ELEV. SB � I 2ci'-O" CITY HT. LIMIT SLOPED ROOF ---------------- r\tMI= 40.85' I 24'—O" CITY HT. LIMIT ® DEGK/FLAT ROOFS —--------_ 35.85'— N. R-30 SPRAY FOAM CLOSED CELL INSUL'N BY IGYNENE PROSEAL MD -0-200—V3 AT UNVENTED ROOF, TYP. 6" ARCH. FEATURE R SB I r T.O. CHIMNEY = 38.17' �D p ------ ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I _ OPEN ROOF DEGK � - COVERED ROOF DEGK m � OPEN ROOF DEGK m T.0 SHT'S = 32.17' I T.O.SHT'S. = 31.17' ELI MA. BEDROOM p MA. BATH - MA. WIC � m O - R-21 BATT INSUL'N © 2 BATH 2 BEDROOM 3 ALL WALLS AROUND `p BATH $ LAUNDRY PER SEN. NOTES, TYP. m:<, SECOND FLOOR T-0.SHT'S = 22.17' 2'-11" DEGK PROJECTION 1 FIRST FLOOR T.O.SLAB = 12.08' SECT 1 ON 5 R-30 BATT I NSUL'N -/ BTW. FLOORS PER R-21 BATT INSUL'N @ SEN. NOTES, TYP. EXT. WALL PER SEN. _ NOTES, TYP. 0 O w GREAT ROOM KITCHEN BEDROOM I UNDER SLAB DRAINAGE PER SEN. NOTES, TYP. O ht N ESTABLISHED GRADE = II.85' SCALE: 1/4" = I' - O" BEDROOM 4 FIRE RATED CONST. W/ (2) LAYER Q 5/8" TYPE 'X' GYP. BD. BATH AT GLS. $ (1) LAYER ON EA. SIDE OF WALL 2 -GAR GARAGE SECOND FLOOR T.O.SHT'S = 22.17' I N i O GARAGE T.O.SLAB = 12.0' — ESTABLISHED — — — GRADE = 11.85 SCALE: 1/4" = I' - O" O N m �o 8� �s �z o� U 9 lb Qg8 ppUp In a WaQo N J 2 30 <o§ a � Q3 O rcrcd �=o mN2 O Vo } dpz w t� a� adQ N_L 2 N adNN� JZ� OW O � Z F o �s J d Np 9�YY� U � 111 N doo Z~F dQYj p p QQN ZJ d2a QLL ?d p� LL UN} LL 8 � N �p$ ¢xN b d_c U N mgwo cl �oQ �m �m3 as wa= o �g N� awe wd p( y �q w p � U Iz -<V=o �O °s=z U Who < egg � (0 g � oa ZZYg� KgdU C J��dm IL T NJ ■`� V O O O U' m� M a N P P O 4- 4-- 0 � U U £Z 0 L � U Q } U W P N Z ^\ i W } W � U � m OUl U Q m U t � z a Q a i ? w m a � 0 a m o n N Z a 0 0 V z A13 _A~ MeMv Date: GDP REVIEW Revision:oi.oa.m Revision: Revision: Revision: Revision: Job No: 18-05I ARc� J m C8012 In REN. Q O 9T�OF CALF/ 24 RI- MIN. R-30 SPRAY FOAM CLOSED CELL INSUL'N BY IGYNENE PROSEAL MD -G -200-V3 AT UNVENTED ROOF, TYP. 2Q' -O" CITY HT. LIMIT SLOPED ROOF = 40.85' T.O.PLT. R-21 BATT INSUL'N EXT. WALL PER SEN. 24'-0" CITY HT. LIMIT NOTES, TYP. @ PECK/FLAT ROOFS BEDROOM 5 I 6" p = 35 85' ARCH. - �p FEATURE m THIRD FLOOR T.O.SHT'S. BEDROOM 4 FIRE RATED CONST. W/ (2) LAYER Q 5/8" TYPE 'X' GYP. BD. BATH AT GLS. $ (1) LAYER ON EA. SIDE OF WALL 2 -GAR GARAGE SECOND FLOOR T.O.SHT'S = 22.17' I N i O GARAGE T.O.SLAB = 12.0' — ESTABLISHED — — — GRADE = 11.85 SCALE: 1/4" = I' - O" O N m �o 8� �s �z o� U 9 lb Qg8 ppUp In a WaQo N J 2 30 <o§ a � Q3 O rcrcd �=o mN2 O Vo } dpz w t� a� adQ N_L 2 N adNN� JZ� OW O � Z F o �s J d Np 9�YY� U � 111 N doo Z~F dQYj p p QQN ZJ d2a QLL ?d p� LL UN} LL 8 � N �p$ ¢xN b d_c U N mgwo cl �oQ �m �m3 as wa= o �g N� awe wd p( y �q w p � U Iz -<V=o �O °s=z U Who < egg � (0 g � oa ZZYg� KgdU C J��dm IL T NJ ■`� V O O O U' m� M a N P P O 4- 4-- 0 � U U £Z 0 L � U Q } U W P N Z ^\ i W } W � U � m OUl U Q m U t � z a Q a i ? w m a � 0 a m o n N Z a 0 0 V z A13 _A~ MeMv Date: GDP REVIEW Revision:oi.oa.m Revision: Revision: Revision: Revision: Job No: 18-05I ARc� J m C8012 In REN. Q O 9T�OF CALF/ 24 SECOND FLOOR SOUARrz fOOTAGr= OYr=RLA1' --- - I I I I I I I I I I I I I I I I I I I I I � � I I - I I I I I I I I I I I I I I I I I I I I I �5II 4 r - I RST r-LOOR SOUARE r-OOTAGr= OVERLAY DECK LOCATION 50. FT. DI 138 TOTAL 138 :t; SCALE: 1/4" = 1'- O" 4w NEW (LIVABLE) LOCATION SO. FT. NI NEW (LIVABLE) N2 ✓✓ —Iv LOCATION 50. FT. N4 N(b 8 588 N7 377 � J N5 68 Nr -i I I G2 NIO 2 NII 258 ;N4 3'-6" N12 73ci O TOTAL 1,463 3'-6" 33'-10" la' -64.. �5II 4 r - I RST r-LOOR SOUARE r-OOTAGr= OVERLAY DECK LOCATION 50. FT. DI 138 TOTAL 138 :t; SCALE: 1/4" = 1'- O" 4w NEW (LIVABLE) LOCATION SO. FT. NI 657 N2 ✓✓ —Iv 'Y 6 N4 6 N5 588 TOTAL 1,144 � J i � N5 �p m NI C G2 O c0 61 N2 ;N4 3'-6" N3 20'-7" 3'-6" 33'-10" la' -64.. i Ale �5II 4 r - I RST r-LOOR SOUARE r-OOTAGr= OVERLAY DECK LOCATION 50. FT. DI 138 TOTAL 138 :t; SCALE: 1/4" = 1'- O" 4w NEW (LIVABLE) LOCATION SO. FT. NI 657 N2 107 N5 6 N4 6 N5 588 TOTAL 1,144 GARAGE LOCATION 50. FT. 61 8 62 567 TOTAL 375 SGALi;: 1/4" = II _ 0" m �o o 8 �z d w� (O d m� o= 9g N a.- °�o "a~ a 0 aQo < or=bJ gQ> �d 3g� ao� ag= y U u�d YOT of� �Qo �$N �w Z>N It 1101 Zi F wQQ YV J m �O �u m N d; aiia I wk)p Flo asw Z Fd> OQ� U p $LLB �pdp_ NNO Q� WN° z�J d LL LL z?d Nm $off J 2JY J Jl 8 � LL fOLL� �Q Wg% °=g 3 <=o ,2 TO U U N U i* o N <z w U Q Hai Hai C LL S< 0� U C a f am` z.`` V Z Z V AJUIU IU V O O O tu P CD Q P P i . N z U � w � a � U U £Z L U U Q � } � �5 it N U P N Z ^` L W } } Q 6 ^` U o (� c U m O U a• N Q m U t z o � a d m < z i w a � O o N S- 7 0 100m a 3 m Z a 0 Q O I tu tu OT Date: Revision: Revision: Revision: Revision: Revision: Job No: Z-031 i�5�0 ARc\ J m C8012 In REN. 4 Iq Q NAT O�� FOF CALF 215 _ I'-114" 7HI R� �L�®® . i -.ii It ii �l ....ii �l iii TH I RIS r-LOOR SOUARE r-OOTAGr= OVERLAY 4 NEW (LIVABLE) LOCATION 50. FT. N15 72 N14 230 TOTAL 302 DEGK LOCATION 50. FT. D2 8 D5 48 D4 25 D5 64 D6 6 D7 258 D8 877 TOTAL D8 I I i o I I lilt D4 = O D5 � D7 N14 cy 4jD6 ELEV. NI -D3 T cJ- (OPEN TO ( PE T L NU BELOYU 7=L= 12'—O" D2 8'-04" TH I RIS r-LOOR SOUARE r-OOTAGr= OVERLAY 4 NEW (LIVABLE) LOCATION 50. FT. N15 72 N14 230 TOTAL 302 DEGK LOCATION 50. FT. D2 8 D5 48 D4 25 D5 64 D6 6 D7 258 D8 877 TOTAL 1,286 5GALr=: 1/4" — I' — 0" m �o z 8 �z d w� (O d m� o= 9g N a.- "a~ a 0 aQo J gQ> �d 3g� ao� ag= y U F� Of�F �d0 mpSW Q�N Z)> *Q 1101 Z� F � wQQ YV J m �O �u m N d; ag� ffip �sw Z Fd> OQ� U p $LLB �pdp_ NNO Q� WN° z�J d LL LL z?d Nm $off �z d J ID �Q Uy J11 rc 8 � LL lot, W�? °=g 3 <=o U U=g � W U Q Hai HaC LL a f am` z.`` V Z Z V ASluMM V L�1 O P Q m P ^` o CD N z U W a U }_ P � U U £Z L U U Q } it � U w P N Z ^` L W } 100 } Q U (� c U � m O U a• N Q m U t z o � a d m z i w a � O o � N 0 m 0 3 m z a 0 Q O I OT V Date: Revision: Revision: Revision: Revision: Revision: Job No: Z-031 J m C8012 m REN. 4 Iq Q NAT O�� FOF CALF 20 STUGGO WALL W/ PRECAST GAP 48 SO. QUARTZITE PAVERS IN ANTIQUE TUMBLER FINISH +42" WALL IN STUCCO FINISH FREL I M I NARY LANI:)SCAFE PLAN 6"X24" QUARTZITE BOARDER IN BUSH HAMMERED FINISH +60" HIGH KYNAR FINISH ALUMINUM GATE PERMEABLE PAVERS O/ GRAVEL PIT BELOW 11.68' TC 11.37' FL 11.47' FS SCALE: 1/4" = I' - 011 m �o i0 8� �s �z d o� 9g omaCk $ aQo J 1�rod d 3sw <o� ag= } u d�=3' O w a Wit o�o °jEE } d O 2 W O} Qd� �i N= a' d� J Z �WW O � Z F O �s sQ� Z�J a LL QLL ?d LL �N} LL W N� dad J � F�W�W �dc W mLL�rc oQ N aha wai � g MTM zy�wO Ow � i Z $o qua°Z Wq _- �zK d 0. LL U�Z2Z* N KgaU C LJ9'rcd.0 3�a�m Z V zll!� v Z v r O O � !I- m� N P P O L • N Z U a P O � U U £Z 0 L � U � U w P N Z W � c U � m OUl U Q m U t � z o � a d m i ? w O 6 � m o n N Z a O 0 Y� OF ILI yXOL 1 ILI �A �vXZ 1 Date: Revision: Revision: Revision: Revision: Revision: Job No: 15-0511 /Seo ARc\ �� g. V moo`, J m C8012 m REN. 4/1 Cl Q CALIF 27 Z O PLANTI NG Lr=Gr=N=7 ALL PLANT SELECTIONS TO BE WUCOLS LISTED FOR WATER EFFICIENCY SYMBOL BOTANICAL NAME/COMMON NAME SIZE PHORMIUM 'DWARF BURGENDY' 5 GAL. lILI PT NEW ZEALAND FLEX O/ GRAVEL PIT BELOW AGAVE AMERICANA 5 GAL. O AGAVE 'BLUE GLOW' t CIL FICUS PUMILA +72" HIGH KYNAR (b"X24" QUARTZITE FP CREEPING FIG CHEMICAL TREATED FINISH ALUMINUM BOARDER IN BUSH CAMPUSIS RADICANS GR TRUMPET VINE CONCRETE W/ 3/16 GATE, HAMMERED FINISH HORIZONTAL SCORE AT (N) GAS METER FREL I M I NARY LANI:)SCAFE PLAN 6"X24" QUARTZITE BOARDER IN BUSH HAMMERED FINISH +60" HIGH KYNAR FINISH ALUMINUM GATE PERMEABLE PAVERS O/ GRAVEL PIT BELOW 11.68' TC 11.37' FL 11.47' FS SCALE: 1/4" = I' - 011 m �o i0 8� �s �z d o� 9g omaCk $ aQo J 1�rod d 3sw <o� ag= } u d�=3' O w a Wit o�o °jEE } d O 2 W O} Qd� �i N= a' d� J Z �WW O � Z F O �s sQ� Z�J a LL QLL ?d LL �N} LL W N� dad J � F�W�W �dc W mLL�rc oQ N aha wai � g MTM zy�wO Ow � i Z $o qua°Z Wq _- �zK d 0. LL U�Z2Z* N KgaU C LJ9'rcd.0 3�a�m Z V zll!� v Z v r O O � !I- m� N P P O L • N Z U a P O � U U £Z 0 L � U � U w P N Z W � c U � m OUl U Q m U t � z o � a d m i ? w O 6 � m o n N Z a O 0 Y� OF ILI yXOL 1 ILI �A �vXZ 1 Date: Revision: Revision: Revision: Revision: Revision: Job No: 15-0511 /Seo ARc\ �� g. V moo`, J m C8012 m REN. 4/1 Cl Q CALIF 27 Z O - v PERMEABLE PAVERS lILI O/ GRAVEL PIT BELOW t CIL +72" HIGH KYNAR (b"X24" QUARTZITE CHEMICAL TREATED FINISH ALUMINUM BOARDER IN BUSH CONCRETE W/ 3/16 GATE, HAMMERED FINISH HORIZONTAL SCORE AT (N) GAS METER 56" O.G., SAND FINISH (N) ELEG. METER 7�\\ J PT OO- ttl. — 1F ____' IIT ------ I I � I I I I I I I I t I I I I I I I I 18"X30" QUARTZITE I I i 56 SO. QUARTZITE PAVERS IN 56" SO. allARTZITE PAVERS IN ANTI QUE/TUMBLER PAVERS IN ANTIQUE F.Y.S.B. ANTIQUE TUMBLER FINISH LAID IN 1/5 TUMBLER FINISH \ FINISH STAGGERED RUNNING Tk� BOND PATTERN LI ------- I ----------- \ X000 o m DT PT(PT PT GR FP G FREL I M I NARY LANI:)SCAFE PLAN 6"X24" QUARTZITE BOARDER IN BUSH HAMMERED FINISH +60" HIGH KYNAR FINISH ALUMINUM GATE PERMEABLE PAVERS O/ GRAVEL PIT BELOW 11.68' TC 11.37' FL 11.47' FS SCALE: 1/4" = I' - 011 m �o i0 8� �s �z d o� 9g omaCk $ aQo J 1�rod d 3sw <o� ag= } u d�=3' O w a Wit o�o °jEE } d O 2 W O} Qd� �i N= a' d� J Z �WW O � Z F O �s sQ� Z�J a LL QLL ?d LL �N} LL W N� dad J � F�W�W �dc W mLL�rc oQ N aha wai � g MTM zy�wO Ow � i Z $o qua°Z Wq _- �zK d 0. LL U�Z2Z* N KgaU C LJ9'rcd.0 3�a�m Z V zll!� v Z v r O O � !I- m� N P P O L • N Z U a P O � U U £Z 0 L � U � U w P N Z W � c U � m OUl U Q m U t � z o � a d m i ? w O 6 � m o n N Z a O 0 Y� OF ILI yXOL 1 ILI �A �vXZ 1 Date: Revision: Revision: Revision: Revision: Revision: Job No: 15-0511 /Seo ARc\ �� g. V moo`, J m C8012 m REN. 4/1 Cl Q CALIF 27 PRECISE GRADING PLAN FOR MOY RESIDENCE 3506 W. OCEANFRONT, NEWPORT BEACH, CA 92663 GRADING GENERAL NOTES GRADING FILLS/CUTS CONT. NOTICE TO CONTRACTOR 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY GENERAL PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTOR WILL BE REQUIRED TO SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL RESPECTIVE CANYON. OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY REQUIREMENTS OF THE PERMIT. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. FOR LINE AND GRADE. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR CONSTRUCTION PERIOD. OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE PROFESSIONAL. HOLIDAYS PER SECTION 10-28 OF THE NBMC. TESTING. 2. IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, THE SECTION 10-28 OF THE NBMC. BUILDING DEPARTMENT. SIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND WILL HAVE NO RESPONSIBILITY AS TO THE FINAL CONSTRUCTED PROJECT. THE 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS TIMES. CHAPTER 15 OF THE NBMC. THAT COULD HAVE BEEN CORRECTED DURING THE CONSTRUCTION OF THIS 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER PROJECT, IF THE STAKING HAD BEEN DONE BY THE SURVEY CREW UNDER HIS PROTECTING UTILITIES. GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY DIRECT SUPERVISION. 8. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF OPERATION. GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THE CONTRACTOR IS 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE BUILDING DEPARTMENT FOR APPROVAL. REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LINES OR STRUCTURES. CHAPTER 15 OF THE NBMC. LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND NOTE TO SURVEYOR TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT INA "STOP WORK" ORDER. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING SURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED TO BUILDING 13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED INSPECTOR PRIOR TO FOUNDATION INSPECTION. SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE COMPACTED FILL BLANKET WILL BE PLACED. ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS OFFSET BEFORE STARTING GRADING. DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR EROSION CONTROL RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ADDITIONAL NOTE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING 1. LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND TO MAY 15. PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING IMPROVEMENTS ON THE ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN REPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR OCTOBER 15 AND MAY 15. INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF ON A DAILY BASIS DURING EXCAVATION AND SHORING AND WEEKLY BASIS NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL APPROVAL. THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY UNTIL DEWATERING IS STOPPED. PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, DOCUMENTATION 2. IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS DURING 4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING. MAINTAINED FOR THE DURATION OF THE PROJECT. INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND 3. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER BY CERTIFIED MAIL REQUIRED INSPECTIONS ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. 10 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATION WORK. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN 1. APRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE PUBLIC WORKS NOTE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING 2 A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTI O OR OR THEIR REPRESENTATIVES. REQUIRED FIELD LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES INSPECTIONS WILL OUTLINED THE MEETING. AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND WITHIN THE PUBLIC RIGHT-OF-WAY. 2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT 2 A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING REQUIRED BEFORE THE BUILDING PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, INVESTIGATION REPORT. SHALL PROVIDE WRITTEN APPROVAL AS TO THE PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC = SOILS ENGINEER, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. IN ACCORDANCE WITH THE JOB SPECIFICATIONS. SIDEWALK, CURB AND GUTTER, AND ALLE/STREET PAVEMENT WILL BE REQUIRED. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER METER BOX, SEWER GRADING FILLSICUTS SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORK INSPECTOR. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE GEOLOGIC FACTORS. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD COMPACTION OUT TO THE FINISHED SURFACE. IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARD 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 NOTE IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18. PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL 4. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR A ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT LICENSED GENERAL ENGINEERING CONTRACTOR. SITE OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, APPLIED TO THE FILL AREAS. CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED PLACING OF THE FILL. BY THIS PERMIT. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY, AN REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORK 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR DEPARTMENT. CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. Newport Beach Ne, Q BALBOA PENINSULA VICINITY MAP NOT TO SCALE Lido Isle y6xlOn.�fllr� SHEETINDEX TITLE SHEET C-1 PRECISE GRADING PLAN & DETAILS C-2 SECTIONS AND DETAILS C-3 CPPP EROSION CONTROL PLAN C-4 NOTE: QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY. AIAlki C D 3506 W. OCEANFRONT, LLC. MANAGER: MARIANNE MOY 620 NEWPORT CENTER DR. #1100 NEWPORT BEACH, CA 92660 CONTACT: BRION JEANNETTE ARCHITECTURE PHONE: 949-645-5854 ARCHITECT BRION JEANNETTE ARCHITECTURE 470 OLD NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 PHONE: 949-645-5854 FAX: 949-645-5983 GEOTECHNICAL ENGINEER COAST GEOTECHNICAL, INC. 1200 WEST COMMONWEALTH FULLERTON, CA 92833 PHONE: 714-870-1211 CIVIL ENGINEER CORE CIVIL INC. 23172 PLAZA POINTE DRIVE, SUITE #145 LAGUNA HILLS, CA 92653 PHONE: 949-954-7244 APN: 423-335-04 BENCH MARK COUNTY OF ORANGE BENCH MARK #NB2-7-77 ELEVATION = 8.565, NAVD 88 DATUM LEGAL DESCRIPTION BLOCK 35, LOT 4, MAP OF NEWPORT BEACH DICTA IRT CODE REQUIRES 4216 REQUIRES F THE GOVERNMENT o IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOU DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL 811 FREE 133 TOW WORKING DAY BEFORE YOU DIG Co REFly Core Structure, Inc. 23172 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone:949-954-7244 info@corestructure.com www.corestructure.com PROJECT NAME: MOY RESIDENCE ADDRESS: 3506 W. OCEANFRONT NEWPORT BEACH CA 92663 REVISIONS SHEET NAME: TITLE SHEET PROJECT NUMBER: 80363 DESIGNED BY:CHECKED BY: PLOT DATE: 12/18/2018 SHEET NUMBER: C-1 o z °G z NEIGHBOR RESIDENCE_ ❑ T ❑ 4 r `S 6 sj ND -° (33.75) P»GE LOT 2 ST❑PY z 3509 SEASHORE DR. A tid �rq z BUILDING C3 17.95TW a 11.71 TC MAed � 11.90 TG os 17.95TW 11.95 FS 11.78,FS 11.50 FL 15�.13TW, 11101NV o 8 r sa 11-90 TG (E) WALL PROTECT 11.90' TG 11.95 FS N 11:89 TG 1:1.87 TG 11.45 TF ' 6 '^ 8 NEW-GAScMETER J $ 63 FS Z6 s `1jC071NV IN PLACE .9SJ 10.871NV 1 e a I 11.58>FS 11.13 TF 9s r 12.00 FS CONI, p� x �u,7s �11 92 FS 10 67JNV 10:4'81�V �° R p s 44,5 b� + C o IL e b coNc - �o ._ i R N52 52 59 E 90, ]'1,c c� cN 2 /o (MIN.) �coNc, oNc o 15 _ 5> >F _) s a , t] -0..- "S_ _ �9. §-0..p1 9 (]] ( ) 50 SD' - 50 50 D S0 SD SD ISD 5 S0 �� 50 = S , SD - 50 50 50 50 ! 9F W 4 J CONC. . _- _ Cl7NC - d°M �� 4JT asz REMOVE THE >\ r. 0 0.- s :, v s l I \sFr O EXIST. WALL o, '4`,'* LU 2% (fii11N �), � s� R N39°35'30"W,25.03' °��� aT F°�� o' 12.27 TC 11y78 FS o �.� y a 2% a s 210 (MIN.) 11.92 FS 4 s �c�gti 11.63 FS'' 12.27 TC o 11.90 FS 10.261NV o <� z 12.00 FS r, 2 T❑F Y � o I o, 1,1_.78 FS Fy9c 4 11.74 FS 12.27 TC rix o a C e ° PROPOSED BUILDING BUILDING; 11.96 FS o 0' 9 11.96 FL o 12.02jFS s, " 11.78 FS �d, z 12' s9a - HP- ,2 /0 b FF=12.08 34A21 LL GARAGE �4 9 "� ' PAD = 11.08 R'��E 16.,84TW ` 8 RELOCATE (E) WM C3 C3 O W r i C7 0 a LL 9N E P, e o 9. o os z 8 1 /° rq /� �ticL � 12.02 FS 1 11.92 FS 11 s, R7 a 9 sT 8 ° 0 12.27 TC , 64 FS z PE'iR ARCH. PLAN 30 2/0 ❑ ❑ T 11��34 TF ° 3os 12.27 TC 12.27 TC �� I 11.68 TC P_ D2.27 TC 11.84 FS 2% MIN. 1-2.27 TC 1 �o s 11.70 FS R N37°11'25"W24 99' I g z ° 11.84 FS a 1 ( ) a 11.84 FS '1.78 FS \sa / 10 d 12.00 FS 2% (MIN,)�� p 5 ' 11.37 FL (E) WALL PROTECT��r tic _ r r�\4 P = `cam - - IN PLACE s �I ID S=Q 01 s P coNcS`0.01C°oc a so D c,,NcsD D D =0. 1�D D o �- e311.47 FS VAP m x �, d '` '�rSD _ SD SD 6D J 7 J oNc 9 » I o, r - -- -- ,.. uric; Fj 15.50TW �� 5' 4 aIC 2 C� Jc �oPc oNc ci°O coNc, p 2R-- 5' r N" LIN I - S,2 12.00 FS Bim_ = ,r a r 1: �R N�52°52'7"E-91.86' r c• 2%a (MIN.)- 11.78 FS �� TL �s� oT 16.84TW "12F �� '� 11.81�TG 11.81 TG po °A 11.81 TG s " 11.78 FSFr 11.50 TF o s� h� s� 1 10.261NV, . s sj c•, A<° 10.871NV 10.671NV 10.421NV t 11 90 TG o 0 6s� o °9ti 11.101NV 0 (E) WALL TO BE NEIGHBOR RESIDENCE ❑ T 3 'ti��r9c REMOVED LOT 3 11.90 TG r, . r F° e 110111 15,071N 's 11.50 TF I U T❑ F Y E-3505 SEASHORE�_R. 2 I L B I N %1110 g �ro�e9 q BUILDING BUILDING D�s s s� n Alo PRECISE GRADING PLAN SCALE V=8' CONCRETE WEEPSCREED MIST FI M1 WEEPSCREED FF Z PAD d DETAIL BUILDING DRAINAGE NOT TO SCALE DOWNSPOUT PER ARCHITECT'S PLAN BUILDING FACE DETAIL DOWNSPOUT NOT TO SCALE CONCRET OR SPLASH BLOCK FINISH GRADE 3' MIN REED M1 WEEPSCREED M1 DETAIL BUILDING DRAINAGE NOT TO SCALE CLASS II A.B. MIRAFI140N FILTER CLOTH O CONSTRUCTION NOTE 1 INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL. 2 INSTALL 4" DIA. PVC SCHEDULE 40 PIPE DRAIN SYSTEM. 3 INSTALL 9" SQUARE BOTTOMLESS INLET. 4 DOWNSPOUT PER ARCHITECTURAL PLAN. 5 INSTALL GRAVEL TRENCH WITH 4" PERVIOUS CONCRETE TOP PER DETAIL. 6 INSTALL POP UP DRAIN EMITTER PER DETAIL. 7 INSTALL 24" DEEP GRAVEL TRENCH UNDERNEATH THE PLANTER. 8 CONSTRUCT FREE STANDING WALL PER ARCHITECTURAL PLAN. 9 INSTALL 1" WATER METER AND SERVICE PER CITY STD -502-L. NOTE: SLAB SHALL BE UNDERLAIN BY MINIMUM OF 4 -IN GRADED GRAVEL OR CRUSHED STONE. LEGEND 100 EXISTING CONTOUR 10OFS SPOT ELEVATION PROPOSED CONCRETE PAD - SD - PROPOSED STORM DRAIN ® EXIST WALL ® PROPOSED FREE STANDING WALL D PROPOSEDLANDSCAPE - --- -- FLOW LINE - - - - PROPERTY LINE X.X% SURFACE SLOPE s=x.X STORM DRAIN SLOPE PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR INV INVERT OF PIPE TG TOP OF GRATE PL PROPERTY LINE GFF GARAGE FINISHED FLOOR TC TOP OF CURB FL FLOW LINE CL CENTER LINE (E) EXISTING P PLANTER AREA TYP TYPICAL HP HIGH POINT TOP OF GRATE SEE NOTES FOR GRATE TYPE ELEV. PER PLAN TOP OF GRATE SEE NOTES FOR GRATE TYPE FINISH GRADE ELEV. PER PLAN FINISH GRADE NDS POLYOLEFIN POP-UP DRAINAGE EMITTER WITH U.V. -111-1 1-111711711 - -- - - i- i- I- INHIBITOR. Ti=i =1TI=III= -1I I -III -I I1=i -111-111=111= / NDS 1 BEND DRAIN ELBOW �w ow � U w Z a O U 0 Q 4 UTY1181:19g9 DETAIL GRAVEL TRENCH NOT TO SCALE �- ADAPTOR NDS SPEED -D -BASIN NDS 101 4" PVC RISER (IF NEEDED) NDS 643 COUPLING �- " PVC ELL SINGLE OR NDS 201 DOUBLE COMPACTED TOPSOIL 4 4" PVC SDR 35 DRAIN PIPE (TYP.) OR 4" PVC o OUTLET CATCH BASIN. 1% MIN.INV. PER PLAN 1% MIN. INV. ELEV. PER PLAN 'USE 6" NDS 66 EXTENSIONS 4" MIN PVC MAIN W/ TEE OR WYE WHERE NEEDED NOTE: 1. ALL FITTINGS BY: NDS, INC. (OR EQUAL) 4. GLUE "I.P.S. WELD ON" #773 SOLVENT PHONE: 1-800-726-1994 (MEDIUM BODIED FAST SET) FOR PIPE 2. REFER TO GRADING PLAN FOR FINISH THRU 6" 0. GRADING. 5. ALL PIPES TO BE 4" 0 PVC SDR 35 OR 3. DO NOT GLUE GRATE OR RISER TO PIPE. SCHEDULE 40. DETAIL INLET DRAIN NOT TO SCALE 4' LEACH HOLE DRAIN PIPE CRUSHED STONE DRY WELL NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. DETAIL DRAIN POP-UP EMITTER NOT TO SCALE 16 12 8 4 0 8 16 SCALE 1"=8' Co RE Foie The 6r ,d c!y Core Structure, Inc. 23172 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com www.corestructure.com PROJECT NAME: MOY RESIDENCE ADDRESS: 3506 W. OCEANFRONT NEWPORT BEACH CA 92663 REVISIONS SHEET NAME: PRECISE GRADING PLAN & DETAILS PROJECT NUMBER: 80363 DESIGNED BY:CHECKED BY: PLOT DATE: 12/18/2018 SHEET NUMBER: C-2 SE -8 s -iso s9,7— so ,° z I O L.L G z Q 3, LU U O LQ 2% o R 1\137011'25"W;?4.99' LIMIT OF OVEREXCAVATION SE -10 TYP EROSION CONTROL PLAN SCALE 1 "-8' 1 r. klm so - so/ SD - so - - 100 EXISTING CONTOUR 10OFS SPOT ELEVATION STREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS. PROPOSED CONCRETE PAD — SD — PROPOSED STORM DRAIN ILLICIT CONNECTION / ILLEGAL DISCHARGE EXIST WALL SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. INSTALL WHERE SHOWN ON PLAN. PROPOSED FREE STANDING WALL EXCISE CARE DURING CONSTRUCTION TO PREVENT NON-STORMWATER DISCHARGES. ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVEL BAGS OR CAP THE RISER TO REDUCE SEDIMENT INTRODUCTION TO THE PROPOSEDLANDSCAPE STORM WATER INLET PROTECTION -'-- -- FLOW LINE ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE. PROPERTY LINE x.X - SURFACE SLOPE S=X.X STORM DRAIN SLOPE PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR INV INVERT OF PIPE TG TOP OF GRATE PL PROPERTY LINE GFF GARAGE FINISHED FLOOR TC TOP OF CURB FL FLOW LINE CL CENTER LINE (E) EXISTING P PLANTER AREA TYP TYPICAL HP HIGH POINT SEE PLAN PROPERTY BUILDING LINE LINE � I I� yl STREETIALLEY o, L—J GRAVEL OVER FILTER FABRIC NOTE: PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND STREET DETAIL CONSTRUCTION ENTRANCE NOT TO SCALE NEIGHBOR RESIDENCE LOT 5 3509 SEASHORE DR. LIMIT OF OVEREXCAVATION R N52°52'59"E 90.81' SD - so- SD - so*- 3D - s o- SD - s D SE -8 SE ---- so so so so soW _- o R N39035'30"W 25.03' a LU cn PROPOSED BUILDING FF = 12.08 GARA PAD = 11.08 1 0 1 T 4 b LIMIT OF OVEREXCAVATION SE -8 N p so �50 so so so eo e.. so m- Eo - So so So so so BDA so LI Q R N520527"E 91.86' LIMIT OF OVEREXCAVATION NEIGHBOR RESIDENCE LOT 3 - 3505 SEASHORE DR. D_ EROSION CONTROL NOTES 1. IN CASE OF EMERGENCY, CALL OWNER AT: 949-645-5854. 2. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE REPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MEY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATION. 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES AS NEEDED SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES. THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRESENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE DISCHARGE OF NON -STORM WATER FROM THE PROJECT SITE AT ALL TIMES. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. 12. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED ROM THE SITE BY THE FORCES OF WIND OR WATER. 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 14. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 15. DEVELOPER&CONTRACTORS ARE RESPOSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF QUARTER INCH OR MORE OF PREICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF -INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUES). 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 18. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHBIT EROSION BY WIND AND WATER. 19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. 20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. R PROJECT PROPERTY i EXCAVATION NOTES 1. BUILDING PAD AREA SHALL BE OVEREXCAVATED AT LEAST 2'-6" BELOW EXISTING GRADE ORA MINIMUM OF ONE FOOT BELOW PROPOSED FOUNDATION. SEE PLAN FOR LIMIT OF OVEREXCAVATION. DETAIL GRAVEL BAGS BERM NOT TO SCALE GRAVEL BAGS (TYP.) MIN. 1' HEIGHT r- 2 BAGS MIN EROSION CONTROL BMPS EC -1 SCHEDULING STREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS. SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION. TEMPORARY SEDIMENT CONTROL SE -7 STREET SWEEPING AND VACUUMING STREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS. SE -8 GRAVEL BAGS ERODED SEDIMENTS MUST BE RETAINED ON-SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVED AT THE ILLICIT CONNECTION / ILLEGAL DISCHARGE ROCK OR PAVED. SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. INSTALL WHERE SHOWN ON PLAN. POTABLE WATER / IRRIGATION EXCISE CARE DURING CONSTRUCTION TO PREVENT NON-STORMWATER DISCHARGES. ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVEL BAGS OR CAP THE RISER TO REDUCE SEDIMENT INTRODUCTION TO THE SE -10 STORM WATER INLET PROTECTION AREA DRAIN SYSTEM. WIND EROSION CONTROL BMPS WE -1 WIND EROSION CONTROL WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE ON THE ROUGH GRADED TC -1 STABILIZED CONSTRUCTION EXIT PADS AND ANY STOCKPILE AREAS. TRACKING CONTROL NS -1 WATER CONSERVATION PRACTICES A STABILIZED ENTRANCE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT TRACKED ONTO THE ROAD OR TC -1 STABILIZED CONSTRUCTION EXIT ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF NS -6 ILLICIT CONNECTION / ILLEGAL DISCHARGE ROCK OR PAVED. NON-STORMWATER MANAGEMENT NS -1 WATER CONSERVATION PRACTICES MAINTAIN WATER EQUIPMENT TO PREVENT NON-STORMWATER DISCHARGES. NS -3 PAVING AND GRADING OPERATIONS APPLY PARAMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER DISCHARGE. NS -6 ILLICIT CONNECTION / ILLEGAL DISCHARGE CONTRACTOR SHALL REPORT ILLICIT CONNECTIONS OR ILLEGALLY DUMPED MATERIALS ON SITE TO THE RESIDENT ENGINEER IMMEDIATELY AND CONTRACTOR SHALL TAKE NO FURTHER ACTION UNTIL THE RESIDENT ENGINEER PROVIDE A RESPONSE/ NS -7 POTABLE WATER / IRRIGATION EXCISE CARE DURING CONSTRUCTION TO PREVENT NON-STORMWATER DISCHARGES. NS -8 VEHICLE AND EQUIPMENT CLEANING ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE. NS -9 VEHICLE AND EQUIPMENT FUELING ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE. NS -10 VEHICLE AND EQUIPMENT MAINTENANCE ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE. NS -12 CONCRETE CURING APPLIES TO ALL CONCRETE CONSTRUCTION. NS -13 CONCRETE FINISHING APPLIES TO ALL CONCRETE CONSTRUCTION. WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL WM-1 MATERIAL DELIVERY AND STORAGE PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE PROPERLY HANDLED IN WM-2 MATERIAL USE ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYEES THAT APPLY SUCH MATERIALS. WM-3 STOCKPILE MANAGEMENT MATERIALS STOCKPILES SHALL BE SURROUNDED BY A TEMPORARY SEDIMENT BARRIER AND COVERED TO MAINTAIN DUST CONTROL. WM-4 SPILL PREVENTION AND CONTROL IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED STORAGE WITH WM-5 SOLID WASTE MANAGEMENT SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. WM-6 HAZARDOUS WASTE MANAGEMENT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORMWATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC WM-7 CONTAMINATED SOIL MANAGEMENT OR ALKALINE SOILS BY CONDUCTING PRE -CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING CONTAMINATED SOIL PROMPTLY. STORE DRY AND WET MATERIALS UNDER COVER. AVOID ON-SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM DRAINS, DITCHES, STREETS, WM-8 CONCRETE WASTE MANAGEMENT AND STREAMS. CONCRETE WASTE DEPOSITED ON-SITE SHALL SET UP, BE BROKEN APART, AND DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. SANITARY / SEPTIC WASTE UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON-SITE ARE WM_9 MANAGEMENT REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 16 12 8 4 0 8 16 SCALE 1"=8' Co RE f o.-, me 6� w„d ap Core Structure, Inc. 23172 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com www.corestructure.com PROJECT NAME: MOY RESIDENCE ADDRESS: 3506 W. OCEANFRONT NEWPORT BEACH CA 92663 REVISIONS SHEET NAME: CPPP EROSION CONTROL PLAN PROJECT NUMBER: 80363 DESIGNED BY:CHECKED BY: PLOT DATE: 12/18/2018 SHEET NUMBER: C-3 NORTH 0' 8' 16' SCALE: 1"=8' SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. CENTER LINE LEGEND DESCRIPTION (123.45) MEAS. ELEVATI❑NS ( ) REC. BRG. & DIST. DECK # BRICK WALL BUILDING PROPERTY LINE FENCE BENCH MARK N. G. NATURAL GRADE P. P. POWER POLE WM WATER METER F. F. FINISH FLOOR G.F. GARAGE FLOOR CONC. CONCRETE F.S. FINISH SURFACE M.H. MAN -HOLE P PLANTER A.C. ASPHALT T.G. TOP -GRATE RdM SURVEYING INC, RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@C❑X,NET Co 0 I BUILDING BUILDING CONC, CONC, OCEAN ER❑NT bA, CONC. CONC. CENTER yq, LINE Ltiy� Lyy S�' AC AC w � I z U "I coZ Lj O U Z P ❑ W Ln LnlV 'nll W aW ti if 7Li a� oz N o W z z 0 Obj z U Z' ❑ z U � 2.9— — — 2.9 U U Z ❑ ❑ U U , hFs, �O�S �o Z^. RNN co J MIEDEMA A p2� NO. 4653 Lj vl\EXP. 9/30/19 ci W r\ z l J M u U Ln z Ri NORTH 0' 8' 16' SCALE: 1"=8' SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. CENTER LINE LEGEND DESCRIPTION (123.45) MEAS. ELEVATI❑NS ( ) REC. BRG. & DIST. DECK # BRICK WALL BUILDING PROPERTY LINE FENCE BENCH MARK N. G. NATURAL GRADE P. P. POWER POLE WM WATER METER F. F. FINISH FLOOR G.F. GARAGE FLOOR CONC. CONCRETE F.S. FINISH SURFACE M.H. MAN -HOLE P PLANTER A.C. ASPHALT T.G. TOP -GRATE RdM SURVEYING INC, RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@C❑X,NET Co 0 I BUILDING BUILDING CONC, CONC, OCEAN ER❑NT bA, CONC. CONC. CENTER yq, LINE Ltiy� Lyy S�' AC AC w � I z U "I coZ Lj O U Z P ❑ W Ln LnlV 'nll W aW ti if 7Li a� oz N o W z z 0 Obj z U Z' ❑ z U � 2.9— — — 2.9 U U Z ❑ ❑ U U , hFs, �O�S AC AC SEASHORE DRIVE AC O Lti2O cD Z^. O Q co [] Q v ❑ � ti � p2� E:lz Lj cu pa J ci W r\ z l J M u U Ln z Ri H o LLJ U � zl U Cu U Z Z❑ ❑ Orti U AC AC SEASHORE DRIVE AC CONC. A2 b�A CONC. C. b� T U O Q a rl p2� (U l J M z H o LLJ U � Q Cu Orti S, � oi � 2F �� I 01i U) Ri Ln Z o U U U CON(, CON(. �ti4 1. CON(. CONC. A2 b�A CONC. C. b� T BUILDING I J BUILDING I I TOPOGRAPHIC SURVEY LEGAL DESCRIPTION: BENCH MARKS ADDRESS OF PROJECT: MARIANNE M❑Y BLOCK 35, LOT 4, MAP OF NEWPORT BEACH COUNTY OF ORANGE BENCH MARK #NB2-7-77 3506 WEST OCEANFRONT ELEVATION= 8.565 NAVD 88 DATUM. NEWPORT BEACH, CA JOB: 71-26 DATE: 6/15/18 CENTER LINE O Q a c,u pq o BUILDING I J BUILDING I I TOPOGRAPHIC SURVEY LEGAL DESCRIPTION: BENCH MARKS ADDRESS OF PROJECT: MARIANNE M❑Y BLOCK 35, LOT 4, MAP OF NEWPORT BEACH COUNTY OF ORANGE BENCH MARK #NB2-7-77 3506 WEST OCEANFRONT ELEVATION= 8.565 NAVD 88 DATUM. NEWPORT BEACH, CA JOB: 71-26 DATE: 6/15/18 CENTER LINE Zoning Administrator - February 14, 2019 ADDITIONAL MATERIALS RECEIVED Item 5a, PA2018-2701 Item 6b, PA2018-271 Item 8a, PA2018-2721 Item 9a, PA2018-276 From: Whelan. Melinda To: Garciamay. Rubv; Lee, Amanda Subject: FW: Comment on Feb. 14, 2019, Zoning Administrator Items 5, 6, 8 and 9 Date: Thursday, February 14, 2019 1:28:41 PM From: Jim Mosher <jimmosher@yahoo.com> Sent: Thursday, February 14, 2019 1:22 PM To: Alford, Patrick <PAlford@newportbeachca.gov> Cc: Whelan, Melinda <MWhelan@newportbeachca.gov>; Lee, David <dlee@newportbeachca.gov> Subject: Comment on Feb. 14, 2019, Zoning Administrator Items 5, 6, 8 and 9 Dear Zoning Administrator Alford, I do not expect to be able to attend this afternoon's Zoning Administrator hearings because they are scheduled at the same time as the City's Finance Committee meeting. Despite that, I notice that four of the Coastal Development Permit items -- Item 5, 3505 Seashore Drive, CD2018-116 (PA2018-270); Item 6, 3805 Seashore, CD2018- 115 (PA2018-271); Item 8, 3506 West Ocean Front, CD2018-114 (PA2018-272); and Item 9, 3004 West Ocean Front, CD2018-113 (PA2018-276) -- contain the identical "Fact in Support of Finding" in Section 3.A.3. Fact 3.A.3 appears intended to address questions both of exposure of the development to coastal hazards and the construction's compliance with local building standards. I found Fact 3.A.3 to be confusingly written since it contains two contradictory assessments of risk, and does not explain why one is chosen over the other. In particular, each Fact 3.A.3 begins by saying a portion of the property "is" (present tense) in the FEMA WE Zone." But if "VE" were indeed the correct current classification this would indicate both that there is current exposure to wave hazards (quite independent of possible sea level rise) and that special building design measures (not incorporated here) would be required according to Section 15.50.230 of our current municipal code. Fact 3.A.3 goes on the cite an independent study from GeoSoils, Inc., which contradicts this conclusion by finding there is no wave hazard now or even with the possibility of sea level rise over the next 75 years. To remove that contradiction, and to clarify that special construction design is not currently required, I think it is important to adjust the wording of Fact 3.A.3 to make it clear the property is (if that is indeed the fact) not currently in the VE Zone, and will not be until March 21, and to to cite the current FEMA Zoning Administrator - February 14, 2019 ADDITIONAL MATERIALS RECEIVED Item 5a, PA2018-2701 Item 6b, PA2018-271 Item Ba, PA2018-2721 Item 9a, PA2018-276 classification if there is one. That said, the City knows that even if the ocean doesn't rise, FEMA soon will find the ocean -facing sides of this development to be in the VE Zone, and I am unable to find anything in Fact 3.A.3 to explain why FEMA's conclusion should be rejected in favor of the contrary conclusion from GeoSoils, Inc. And despite assurances at the January 22, 2019, City Council study session that a different standard would apply after March 21, 1 am also concerned that the logic of the present Fact 3.A.3, whatever it is, will be used to similarly discount the significance of the "VE" classification after March 21 and thereby allow any need to implement the corresponding wave hazard design standards to be overruled by appeal and variance. Thank you for your consideration of these comments. Yours sincerely, Jim Mosher Zoning Administrator- February 14, 2019 ADDITIONAL MATERIALS BY STAFF RECEIVED AT MEETING Item 51b, PA2018-270 / Item 6c, PA2018-271 Item 8b, PA2018-272 / Item 91b, PA2018-276 The development fronts the public beach known as West Ocean Front and is separated by the Pacific Ocean by a wide sandy beach. The property is currently located within Flood Zone X per the current Flood Insurance Rate Map (FIRM) as Published by the Federal Emergency Management Agency (FEMA), indicating the Property is not in a special flood hazard area and not subject to special building design measures. However, effective March 21, 2019, aA portion of the lot is -wilt be located within the Federal-€F4ergenEy-Maf4ageFneRt Agency -(FEMA) VE Zone designation as illustrated in -on the FEMA -preliminary flood insurance rate map (PFIRM).The VE Zone designation -e#ectve Mareh-21,--2019, Indicating -indicates that a portion of the property may be subject to flood hazards associated with high velocity wave action from storms or seismic sources. Although currently not effective, to further evaluate this potential hazard, HGweveF, a Coastal Hazard Report and Wave Runup Study was prepared by GeoSoils, Inc., dated January 25, 2019. The study -provides detailed site-specific analysis of the potential coastal hazards with the proposed development, including wave action. The likely range of sea level rise projection for year 2100 (exceeding 75 year life of structure) is projected between 1.3 and 3.2 feet, resulting in a future water elevation of between 9.0 feet and 10.9 feet based on the North American Vertical Datum of 1988 (NAVD88). The finish floor elevation of the proposed dwelling is 12.33 feet NAVD88, which exceeds the minimum 9.0 -foot (NAVD88) elevation standard for new structures and is approximately 1.4 feet above the 10.9 -foot future sea level rise projection. Furthermore, the site is greater than 375 feet from the shoreline. Using a conservative analysis of shoreline erosion, the shoreline would retreat 150 feet over the 75 -year life of the development, resulting in a distance of approximately 225 feet between the site and the shoreline. This is recognized as a safe distance to protect the site from extreme events. Applying a more conservative 5.1 -foot sea level rise projection, wave bore would travel approximately 130 feet from the shoreline before it dissipates; therefore, the overtopping of waves over the next 75 years most likely will not reach the subject site, even under extreme conditions.