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HomeMy WebLinkAbout06_3805 Seashore Drive, LLC. Residence Coastal Development Permit_PA2018-271CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT February 14, 2019 Agenda Item No. 6 SUBJECT: 3805 Seashore Drive, LLC. Residence (PA2018-271) Coastal Development Permit No. CD2018-115 SITE LOCATION: 3805 and 3805 '/z Seashore Drive APPLICANT: Brion Jeannette Architecture OWNER: 3805 Seashore Drive, LLC. PLANNER: Melinda Whelan, Assistant Planner 949-644-3221, mwhelan@newportbeachca.gov LAND USE AND ZONING • General Plan: RT (Two -Unit Residential Detached) • Zoning District: R-2 (Two -Unit Residential) • Coastal Land Use Category: Two -Unit Residential Detached — (30.0-39.9 DU/AC) (RT -E) • Coastal Zoning District: Two -Unit Residential (R-2) PROJECT SUMMARY The applicant requests a coastal development permit to allow the demolition of an existing duplex and the construction of a new three-story, 2,409 square -foot, single-family residence and an attached 367 -square -foot, two -car garage. The proposed development includes landscape, hardscape, and subsurface drainage facilities. The development also includes an allowed 10 -foot patio encroachment pursuant to Title 21. The design complies with all applicable development standards and no deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2018-115 (Attachment No. ZA 1). 03/13/2018 2 3805 Seashore Drive, LLC. Residence (PA2018-271) Zoning Administrator, February 14, 2019 Page 2 DISCUSSION Land Use and Development Standards The subject 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, and Zoning Code. A coastal development permit is required and the property is not eligible for a waiver for de minimis development because the property is located in the Coastal Commission Appeal Area. The property currently consists of one legal lot developed with a duplex. The neighborhood is predominantly developed with two- and three-story, single-family and two-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development consistent with applicable development standards. The 10 -foot encroachment of the patio is allowed pursuant to Title 21 Appendix C Oceanfront Encroachment Policy Guidelines and is conditioned to require an encroachment permit from Public Works. The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. Table 1 — Development Standards Development Standard Standard Proposed Setbacks (min.) Seashore Drive front 0 feet 0 feet Sides 3 feet 3 feet Ocean Front W front 5 feet 5 feet Allowable Floor Area 2,776 square feet 2,776 square feet Allowable 3`d Floor Area* N/A 266 square feet Open Space (min.)* N/A N/A square feet Parking (min.) 2 -car garage 2 -car aaraae Height (max.) 24 foot flat roof 29 foot sloped roof 24 foot flat roof 29 foot sloped roof *Not required on lots zoned R-2 with a lot width of 25 feet or less Hazards The development fronts the public beach known as 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 Tmplt 04/03/18 3805 Seashore Drive, LLC. Residence (PA2018-271) Zoning Administrator, February 14, 2019 Page 3 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 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. 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 a building permit. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality • The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather runoff and minor rain event runoff on-site. Any water not retained on-site is directed to the City's storm drain system. Tmplt 04/03/18 3805 Seashore Drive, LLC. Residence (PA2018-271) Zoning Administrator, February 14, 2019 Page 4 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 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 duplex 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 public beach is available approximately 60 feet south of the subject property at 38th Street end and 150 feet north at 39th Street end. Lateral access to these public beaches is provided behind the subject property on Seashore Drive. • The 10 -foot encroachment of the patio is allowed pursuant to Title 21 Appendix C Oceanfront Encroachment Policy Guidelines and is conditioned to require an encroachment permit from Public Works. The subject lot is one of the only few lots left that does not have this encroachment and it will not affect public views or access to the public beach. Furthermore, an investigation of the project site and surrounding area did not identify any other public view opportunities. The project will replace an existing duplex 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 of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of an existing duplex and the construction of a new 2,776 square -foot single-family residence. Tmplt 04/03/18 J 3805 Seashore Drive, LLC. Residence (PA2018-271) Zoning Administrator, February 14, 2019 Page 5 PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: Melinda Whelan Assistant Planner JM/msw Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmplt 04/03/18 Attachment No. ZA 1 Draft Resolution 03/13/2018 RESOLUTION NO. ZA2019-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-115 TO DEMOLISH AN EXISTING DUPLEX AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND ATTACHED 2 -CAR GARAGE LOCATED AT 3805 and 3805'/ SEASHORE DRIVE (PA2018-271) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. An application was filed by Brion Jeannette Architecture ("Applicant'), on behalf of 3805 Seashore Drive, LLC. ("Owner"), with respect to property located at 3805 Seashore Drive, requesting approval of a coastal development permit. 2. The lot at 3805 Seashore Drive is legally described as Lot 3, Block 38, 3RD Addition Newport Beach Tract. 3. The applicant proposes a coastal development permit to demolish an existing duplex and the construction of a new three-story, 2,409 square -foot, single-family residence and an attached 367 -square -foot, two -car garage. The development also includes an allowed 10 -foot patio encroachment pursuant to Title 21.The proposed development includes landscape, hardscape, and subsurface drainage facilities. 4. The subject property is designated RT (Two -Unit Residential Detached) by the General Plan Land Use Element and is located within the R-2 (Two -Unit Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Two -Unit Residential Detached — (30.0-39.9 DU/AC) (RT -E) and it is located within the Two -Unit Residential (R-2). 6. A public hearing was held on February 14, 2019, in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures). 05-15-2018 7 Zoning Administrator Resolution No. ZA2019-### Paqe 2 of 9 2. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of an existing duplex and the construction of a new 2,776 square -foot, single-family residence and attached two -car garage. 3. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code (NBMC), the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 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 2,776 square feet and the total proposed floor area is 2,776 square feet. b. The proposed development provides the minimum required setbacks, which are zero feet along the front property line abutting Seashore Drive, three feet along each side property line and 5 feet along West Ocean Front. C. The highest guardrail is less than 24 feet from established grade (12.24 feet North American Vertical Datum of 1988) and the highest ridge is no more than 29 feet from established grade, which comply with the maximum height requirements. The project includes garage parking for a total of two vehicles, complying with the minimum two -car garage parking requirement for single-family residences with more than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two- and three-story, single- and two-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 beach known as West Ocean Front and is separated by the Pacific Ocean by a wide sandy beach. A portion of the lot is located within the 05-15-2018 2 Zoning Administrator Resolution No. ZA2019-### Paqe 3 of 9 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 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. 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 3 -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. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. 05-15-2018 9 Zoning Administrator Resolution No. ZA2019-### Paqe 4 of 9 7. A Construction Erosion Control Plan was provided to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived by construction chemicals and materials. The project design also addresses water quality through the inclusion of a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event runoff on-site. Any water not retained on-site is directed to the City's storm drain system. 8. Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought -tolerant species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 9. The public beach is directly in front of the subject property, 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 duplex 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 duplex 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. The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. Vertical access to the beach is available approximately 60 feet south of the subject property at 38th Street end and 150 feet north at 39th Street end. Lateral access is provided by Seashore Drive. 3. The 10 -foot encroachment of the patio is allowed pursuant to Title 21 Appendix C Oceanfront Encroachment Policy Guidelines and is conditioned to require an encroachment permit from Public Works. The subject lot is one of the only few lots left that 05-15-2018 10 Zoning Administrator Resolution No. ZA2019-### Paqe 5 of 9 does not have this encroachment and it will not affect public views or access to the public beach. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2018-115, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 14TH DAY OF FEBRUARY 2019. Patrick J. Alford, Zoning Administrator 05-15-2018 11 Zoning Administrator Resolution No. ZA2019-### Page 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. Prior to the issuance of a building permit, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices to address the threat of damage or destruction from waves, erosion, storm conditions, landslides, seismic activity, bluff retreat, sea level rise, or other natural hazards that may affect the property, or development of the property, today or in the future. The agreement shall be binding against the property owners and successors and assigns. 3. Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of development. 4. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands or their buffers. 5. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 6. This Coastal Development Permit does not authorize any development seaward of the private property. 7. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity. 8. 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. 05-15-2018 12 Zoning Administrator Resolution No. ZA2019-### Paqe 7 of 9 9. 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. 10. 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. 11. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 12. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 13. 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. 14. 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. 15. Prior to the issuance of a building permit, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 16. Prior to the issuance of a building permit, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 17. Prior to issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 18. Prior to issuance of a building permit, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 19. Prior to issuance of a building permit, the final Water Quality and Hydrology Plan/Water Quality Management Plan (WQHP/WQMP) shall be submitted with the building permit plans. Implementation shall be in compliance with the approved WQHP/WQMP and any changes could require separate review and approval by the Building Division. 05-15-2018 -T S Zoning Administrator Resolution No. ZA2019-### Paqe 8 of 9 20. Prior to the issuance of a building permit, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non- invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 21. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 22. Prior to the issuance of a building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 23. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the current property owner or agent. 24. This Coastal Development Permit No. CD2018-115 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 25. 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: 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. 26. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and 05-15-2018 14 Zoning Administrator Resolution No. ZA2019-### Paqe 9 of 9 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 related (directly or indirectly) to the City's approval of 3805 Seashore Drive, LLC Residence including, but not limited to, Coastal Development Permit No. CD2018-115 (PA2018-271). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by the applicant, the City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of the City's costs, attorneys' fees, and damages, which the City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 05-15-2018 15 Attachment No. ZA 2 Vicinity Map 03/13/2018 10 VICINITY MAP '.\ n&,,l Subiect Prwerty Coastal Development Permit No. CD2018-115 PA2018-271 3805 and 3805 1/2 Seashore Drive 03/13/2018 1 `� Attachment No. ZA 3 Plans 03/13/2018 2� 13.20' NO 12.ga' NO BJA JOB SIISN /S (N) +42 " SITE WALL (N) +42 " GATE (E) 15.11' TW 1257 STAMPED L$7 L.S. 8516 = 12.32' NE I OHE30R RESIDENGE SaO=I SEASHORE E R. STAMPED L $ T I L.S. 4653 1 (E) 14.86' TW (E) 51 TE (E) 12.73' FS (A) WALL PROPERTY LINE N5303628"E 78.12' ly ON PA � 7 -1 cv n1 10 -O ALLOWED ENCROACHMENT AREA LEGAL CANER F.Y.S.B. PA 517r= PLAN OUTLINE OF FIRST FL OUTLINE OF SECOND FL ABV. F1 Ll L NSW S STORY SINOLE FAMlL"r RESIDENGE W/ ATTAC,HF-D .2-C.AR &ARAE A (N) +72" ALUMINUM 1_S GATE PERMEABLE PAVERS O/ GRAVEL PIT BLW. (N) 400 AMP ELEC. (N) GAS PANEL. VERIFY SIZE METER & LOC'N W/ SCE (E) EDISON BOX L� I DEMO (E) 2-STORY1 SINGLE FAMILY —'\�l RESIDENGE I I OUTLINE OF I THIRD FL ABV_ I I 1 I CD O N m� (E) 12.Q0' FS (E3) (E) SITE PROPERTY LINE N53036'43"E 77.Gq' (E) GM TO BE WALL RELOCATED NEI &HE30R RESIDENGE A (N) +42" W.I. GATE 5aO5 SEASHORE DR• A-� 0/ r7RAVEL FIT BLW. GON5UL7AN75 I 1;)r=51 GN BATA 15HEET I Ni:)EX 3805 SEASHORE DRIVE LLC, MANAGER: MARIANNE MOY GEOTECHNICAL: CITY: NEWPORT BEACH 7-1 TITLE SHEET, INFORMATION, & SITE PLAN 620 NEWPORT CENTER DR. #1100 COAST GEOTECHNICAL, INC. ZONE: R-2 A-1 FIRST & SECOND FLOOR PLAN NEWPORT BEACH, CA cl2660 1200 WEST COMMONWEALTH CODE: 2016 CRC, 2016 GBG, 2016 GPC A-2 THIRD FLOOR & ROOF PLAN CONTACT: BRION JEANNETTE ARCHITECTURE FULLERTON, GA 412a33 GARAGE: 867 5.F. (Q4a) 645-5854 (714) az0-1211 2,776 2016 GEC, 2016 GMC, 2016 A-8 EXTERIOR ELEVATIONS TOTAL DECK5: 1,051 5.F. BUILDING Y ENERGEFFICIENCY A-4 EXTERIOR ELEVATIONS LEGAL 0=5GRI P IT 1 ON SURVEYOR` STANDARDS (BEES), 2016 GAL A-5 BUILDING SECTIONS RDM SURVEYIN6 INC. GREEN BUILDING STANDARDS PROJECT ID: BLOCK 35, LOT 3 23016 LAKE FOREST DRIVE #A 4041 LACUNA HILLS, GA 412653 USE: 5FD SF -I 5OUARE FOOTAGE OVERLAYS A. P. NUMBER 423-325-05 (41441) a5a-2x24 CONSTRUCTION TYPE: VB (5PRINKLERED) 5F-2 5OUARE FOOTAGE OVERLAYS CITY: NEWPORT BEACH OCCUPANCY: R -3/U L -I PRELIMINARY LANDSCAPE PLAN COUNTY: ORANGE COASTAL HAZARDS: SETBACKS: 6EOSOIL5, INC. 5741 PALMER WAY, SUITE D FRONT: 5'-O" G -I GRADING PLAN TITLE SHEET SCOP O WORD CARLS15AD, GA 412010 REAR, 0'-0" G-2 PRELIMINARY GRADING PLAN $ DETAILS 760-43a-3155 SIDE: 8'-0" G-8 CPPD EROSION CONTROL PLAN DEMOLISH EXISTING 2 -STORY SINGLE FAMILY MAXIMUM HEIGHT: 24'-0" FLAT / 241'-O" 5LOPED 75-1 TOPOGRAPHIC SURVEY RESIDENCE AND CONSTRUCT A NEW 3-570RY SINGLE FAMILY RESIDENCE WITH ATTACHED 2- GAR GARAGE, CIVIL: GORE STRUCTURE, INC. 5OUARE fOOTAG� GALGS. ROOF DECK, AND 10' PATIO ENCROACHMENT. 23172 PLAZA POINTE DR. #145 25172 LACUNA HILLS, GA 412653 (41441) 4154-7244 L07 51ZE: I,al51 5.F. F.A.R.: 2.0 MAX. BUILDABLE AREA: 2,776 5.F. NOTE: BRION S. JEANNETTE 15 THETHE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING DO NOT SCALE DRAWINGS (E) 11.66' FS (c,l) SCALE: I/a" = 1'- 0" 0U) 11.67' TG 11.4q' FL 11 "1 1 - STAMPED L $ T L.S. 4653 =11.57' WM (E) NM TO BE RELOGATED O' R.Y.53. --(E) 11.68' FS (D) —B -JA JOB SIGN 1 I I I 11.66' FS I I I _ I I I I I� I I GENTERL I NE STAMPED L $ T L.S. 4653 =11.58' 11.58' TG 1.47' FL 1.60' TG V 11 11.64' FS Lu I I 11.5�i' FS I I I I I i I I I I I 0) E57. GRADE GALG5. (A) 12.-75'+ (B) 12.1-10'+ (G) 11.66' + (D) 11.68' = 48.417' / 4 = 12.24' EST. GRADE VIGIN17Nr MAP FIR57 FLOOR: 41170 5.F. SECOND FLOOR: 1,175 5.F.y� THIRD FLOOR: 266 5.F. TOTAL LIVABLE: 2,4061 5.F. GARAGE: 867 5.F. QROJEGT LOCATION TOTAL STRUCTURE: 2,776 5.F. No rH TOTAL DECK5: 1,051 5.F. N.T.S. m �o o 8 �z Q wz mQ m� o= 9g N a.- a aQo J gQ> �Q 3g� ao� ag= y U d J u�d YOT of� �Qo =p�jN mpSW Q�N Z>N *Q 1101 Zi F � w J m �O �u m �z N a= d; age a w 0 p In Flo �sw pz� �Q> oaf O p $LLQ It NN0_ Y �jj WNL �QJ d�LL LL z?d IFNF }}@ J �ae�[ J Jl 8 � LL mga' W�? �_$ cl Ml CN �<=o U �D =g <Zz s U W O Q 9M 0 rcz n amJi C wg LL a f Jui<.0 3�d�doo u.i A v V !L l V , O O M P N P N Lu i . N z Uo W a U � U U £Z o� L U U Q } r N U P N Z ^` i W -+--- -+--- } Q 6 Q) U o U m m U z 0 a a d z a � w m a � O o � i 7 0 m 0 3 z a 0 Q ILI ■ O O V/ z GDP REVIEW ROVISIOn:01.14.19 Z Revision: Revision: Revision: Revision: Job No: la -032 e 5�0 A&, s. J m C8012 m REN. 4119_ Q O FOF CgL�F I 1 B -- A-5 ' GUARD I I_21I 2'-10" DECK LU PROJECTION _ w Lu 1 LL OUTLINE OF FIRST FL BLW. Fa 22'33 OUTLINE OF II" WINDOWS 7.27" DUCT TYP. BELOW EA. FF CHASE GUARD THIRD FL ABV D5 DS DN 17R -- -- -- S&P 7.12" EA. WIG =— DEGK SECOND ELEV. I'-112" w DEGK - v PROJECTION , <lu ' DS PA LL /11_Q II �.✓ 2 I 1 B -- A-5 ' GUARD I I_21I 2'-10" DECK LU PROJECTION _ w Lu 1 LL OUTLINE OF FIRST FL BLW. Fa 22'33 OUTLINE OF II" WINDOWS 7.27" DUCT TYP. BELOW EA. FF CHASE GUARD THIRD FL ABV D5 DS DN 17R -- -- -- S&P 7.12" EA. WIG =— DEGK SECOND ELEV. ar=GONO PLOOR PLAN NEI OH50R RES I DENGE 5,50=1 SEASHORE E�R. FG FOR LIN. L _ J FLOOR HALL L------- RHB 12.17 ' DS PA FUTURE BBQ °L MA.LIN. T.O.SHT' =22.42' PROPERTY LINE N5505628"E 78.12' OUTLINE OF (E) 12.80' SECOND FL. MG2 BATH DECK ABV. UB - MASTER (E) SITE WINDOWS PA PANEL ANEL I (E) 12.73' BEDROOM WALL ABV. 30X30 MA. KI F5 RHB SL I� I LOW L ACCESS ABV. r____ - 1, - MG L2 G — — L2 _ --- -- -- I I I I I I I I 1 10'-0" ALLOWED WALL G2 H (L „�' BEDROOM 2 BA. 2 TP TP BA. I BEDROOM I 1 P HMENTENCROAC I=====J IIS O5 T TB F---�T rY— I - 5 x WC m FCU I'q x G WG tt 2 j DINING +16 5 SEAT HR P ABV.; at 13 +S OUTLINE OF yrR 1 SBI--- NEW +42" RH FIRST FL BLW. yyG IL DE K YVR R N I GOA FAT 10 a/4" DIRECT VENT GAS SEAT ml FIR EFLACE PER FLOOR ar=GONO PLOOR PLAN NEI OH50R RES I DENGE 5,50=1 SEASHORE E�R. NEW +42" ALUMIN. GATE p Jj DRAIN 9 ct1 ELEV. P17 tncl UP 17R X7.12" EA. FG FOR L _ J L------- RHB 12.17 ' DS PA FUTURE BBQ 0 m PROPERTY LINE ' N5505645"E-17.1cl'------------------m �n PROPERTY LINE N5505628"E 78.12' OUTLINE OF (E) 12.80' SECOND FL. FS DECK ABV. (E) SITE WALL (E) SITE WINDOWS PA I (E) 12.73' WALL ABV. F5 RHB I I r---- I I - x (y FG _ --- -- -- I I I I I I I I 1 10'-0" ALLOWED 13 W.V` 1 P HMENTENCROAC O5 F---�T rY— I { AREA Y.S.B. tt 2 j DINING I at 13 cv NEW +42" IL SITE WALL N I GOA FAT 10 a/4" DIRECT VENT GAS ml FIR EFLACE PER FLOOR B PLAN NOTE #2. GW ° I FG R/F m 12.27j11 ENTRY Z FS, I _ FG 1 zl I LIVING I �I HOOD ABV. MW/ -- KITCHEN FIRST FLOOR D5 W/ 1 T O SLAB = 12 55' J = NEW +42" ALUMIN. GATE p Jj DRAIN 9 ct1 ELEV. P17 tncl UP 17R X7.12" EA. P I R57 PLOOR PLAN NE 10H5OR RES LENGE 5c505 SEASHORE GR I� 400 AMP ELEC. PERMEABLE PANEL VERIFY PAVERS O/ SIZE I$ LOCATION GRAVEL PIT A W/ SCE BLW. 11.8 ' FS 75 G.V. RANGE HOOD TO VENT THRU WALL TO OUTDOORS. EXHAUST SYSTEM SHALL HAVE A MINIMUM EXHAUST RATE OF 100 GFM PER BEES 150(0), EXG. 5 TO 152(A) 4 ASHRAE STD. 62.2 (N) GAS METER 1 511 ARCH. FEATURE Lu (N) +72" HIGH ALUMN. GATE `J4 DUCT CHASE ` ABV. -G FCU 2 9 J IABV. L I I .bq' FS >.5 ® 5OX50 x11.88' i�ACCESS --� FS ABV. 2 -GAR GARAGE L ____J 1r-----, 1% SL. MIN. 1 +45" TO BOT. I iFGU I OF UPPER ABV CABINETS HIGH I WINDOW G —(N) L HIGH — ALUMN.MN. GATE I� PERMEABLE PAVERS O/ GRAVEL PIT SLA. WALL MOUNTED MAILBOX 11.7x' Is, C (E) L� SCALE: 1/4" = 1'- 0" (E) EDISON BOX (N) WATER METER (E) 11.68' I I 1I.(O6' FS I I 11.64' FS I I I IN20'-O" CENTERLINE 11.60' TG 11.47' FL 11.58' FS SCALE: 1/4" = 1' - O" �aN �w W<g N at od � J z o� r� wWgwWgQ �ppVU �aNa� �<wxo OFjNt x o U 9M (D a } qow ZZZJ� OL C za.o luAv O U� Lu �Unn� nj O �V m� M a P P ^\ o � N Z U a o _ O � U £ Z U o L � U Q } off. U W � Z • � W 4 W � c U � m O U Q m U t � Z a Q VJ Z W m O o � i J 0 mm 0 n N Z a 0 0 A 0 l.un a WEVI � O Date: GDP REVIEW Revision:ol.l4.la Z Revision: Revision: Revision: Revision: Job No: 18-032 5�0 A&C J EqN�� C� E J m C8012 m REN. 4/1q O 9TFOF CALF W 1 N L _ J L------- RHB 12.17 ' DS PA OUTLINE OF FS — SECOND FL. ABV. 0 m PROPERTY LINE ' N5505645"E-17.1cl'------------------m �n OUTLINE OF (E) 12.80' SECOND FL. FS DECK ABV. (E) SITE WALL P I R57 PLOOR PLAN NE 10H5OR RES LENGE 5c505 SEASHORE GR I� 400 AMP ELEC. PERMEABLE PANEL VERIFY PAVERS O/ SIZE I$ LOCATION GRAVEL PIT A W/ SCE BLW. 11.8 ' FS 75 G.V. RANGE HOOD TO VENT THRU WALL TO OUTDOORS. EXHAUST SYSTEM SHALL HAVE A MINIMUM EXHAUST RATE OF 100 GFM PER BEES 150(0), EXG. 5 TO 152(A) 4 ASHRAE STD. 62.2 (N) GAS METER 1 511 ARCH. FEATURE Lu (N) +72" HIGH ALUMN. GATE `J4 DUCT CHASE ` ABV. -G FCU 2 9 J IABV. L I I .bq' FS >.5 ® 5OX50 x11.88' i�ACCESS --� FS ABV. 2 -GAR GARAGE L ____J 1r-----, 1% SL. MIN. 1 +45" TO BOT. I iFGU I OF UPPER ABV CABINETS HIGH I WINDOW G —(N) L HIGH — ALUMN.MN. GATE I� PERMEABLE PAVERS O/ GRAVEL PIT SLA. WALL MOUNTED MAILBOX 11.7x' Is, C (E) L� SCALE: 1/4" = 1'- 0" (E) EDISON BOX (N) WATER METER (E) 11.68' I I 1I.(O6' FS I I 11.64' FS I I I IN20'-O" CENTERLINE 11.60' TG 11.47' FL 11.58' FS SCALE: 1/4" = 1' - O" �aN �w W<g N at od � J z o� r� wWgwWgQ �ppVU �aNa� �<wxo OFjNt x o U 9M (D a } qow ZZZJ� OL C za.o luAv O U� Lu �Unn� nj O �V m� M a P P ^\ o � N Z U a o _ O � U £ Z U o L � U Q } off. U W � Z • � W 4 W � c U � m O U Q m U t � Z a Q VJ Z W m O o � i J 0 mm 0 n N Z a 0 0 A 0 l.un a WEVI � O Date: GDP REVIEW Revision:ol.l4.la Z Revision: Revision: Revision: Revision: Job No: 18-032 5�0 A&C J EqN�� C� E J m C8012 m REN. 4/1q O 9TFOF CALF B BOOP PLAN B A-5 — — QQ� lu 0 Lu Q 0 T.O. 2ci SF ELEVATOR Q O SHAFT = 41.24' -- -- -- -- -- -- -- — -- -- — -- NON -REFLECTIVE --� DS SOLA -TUBE 1411-6 DS �II - Lj U) OUTLINE OF p SECOND FLOOR I `t BELOW Ll ti I DECK BELOW I I I I I P I = W O 4 O 1u �r- Im I I I I I I I '-2' bl 05 1 i I II` EAVE r O.H. cv cv ;', O f D5 DECK BELOW �oLu CRICKET 'Q'1'' 0 — W O.RID6E = 40.66' v OUTLINE OF THIRD FLOOR BELOW OPEN TO BELOW W. I' -O" RAKE o.H. A A-5 I'-112" DECK IL PROJECTION Q Q +42" GUARD TO BE SOLA- +16" BELOW 24' FLAT TUBE SEAT ROOF HT. LIMIT OF DS DS ABV A FG FOR FUTURE BBQ ONP�RM NENT FIRE PIT FEATURE, GONF RM LOG'N W/ ARCHITECT PRIOR TO INSTALLATI I I y ® 2% ff 5L. T.O,SHT'G I = 32.42' DN 15R 87.27" EA. UP 2R g (oil EA. 11" TYP 2% SL. 00\/ERED ROOF Dr=c* \T.O.SHT'6 = 31.42; ALL\THRE)- SIDE5/ OF COVERED DECK/5HALL REMAIN OPEN IN PERPETUITY AND MAY NOT BE ENGLOSED OF IN THE ��/JfURE. OF IAN -W, l f son I = I / 3/4" -- 2% SL. SL. ® BEDROOM 3 flu T.0.5HT'G = 31.50' AG UNIT (4 70N) -- 2'-10'DEGK -- -- -- -- -- --L� -- -- L— -- -- -- L� -- PROJECTION 0 TH I RIS PLOOR PLAN I I J ARCH. FEATURE, TYP. A 5GALE: 1/4" = I' - O" +42" GUARD TO BE BELOW 24' FLAT ROOF HT. LIMIT OUTLINE OF SECOND FL ELN �511 5GALE: 1/4" = 1'- 0" m �o z 8 �s �z d w� (O d m� o� 9g 0 a aQo J J gQ> �d 3g� ao� ag= y U F� of� �Qo mp Sw Q�N Z>N *Q 1101 Zi F � wQQ YV J m �O �u m N aiia I wk)p In F O asw Z Fd> oaf U p $LLd U�- ID �pd- NN0_ Y �j WNL Y�J d LL LL z?d LL� �N@ o � $o� �z d J 2j �ae�[ J Jl 8 � LL mg a' mi W�? gIn `n s<=o c4 1-0o U =g i* o N Hoz 2�as U w O Q �w rcz a�Ji C wg LL a f am` ua A V zua� l to }�O JOK mz P N P a i N z U W a U � U U £Z L U U N U P N Z } } Q 6 (� ^` U o c U m O U a• N d m U t z o � a d m i w a � 0 o i 7 0 m 0 3 m z a 0 e O� O� OL IL IL 01 f O Date: GDP REVIEW Revision:ol.l4.la 0 Revision: Revision: Revision: Revision: Job No: Z-032 5�0 A&/, s. J64 -A J m C8012 In REN. 4 Iq Q 0 FOF CALF a TO.PLATE I lY1 v I r 14.b THIRD FLOOR _ T.O.SHT'6. = 31.50' 4.e I I i ARCH. O FEATURE 1 SECOND FLOOR T.O.SHT'6 = 22.42' 14 I 0 4.b CORSAGE T.O.SLAB = 11.88' ----------------------------------------- ----------------------------------------- ----------------------------------------- 2ci'-O" CITY HT. LIMIT C SLOPED ROOF = 41.24' 2�>I I 24'-0" CITY HT. LIMIT DECK/FLAT ROOFS \ =36.24' I 6 i>O 5 I ARCH. � i FEATURE N F I 1 ESTABLISHED _ GRADE =12.24' APEX/TOP OF BARREL VAULT CITY OF N.B. T.O.RID6E 2q -O HT. LIMIT = 40.66' ABV. EST. 312 GRADE = 41.24' SLOPE' T.O.PLATE _ 1 MIN. 3:12 SLOPE _ THIRD _FLOOR_ _ T.O.SHT'6. = 31.50' EXTERIOR F 1 N I SH SPECIFICATIONS: OEXTERIOR PLASTER: EXTERIOR PLASTER O/ (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 vq'vuµ=fig ARCHITECT PRIOR TO APPLICATION. OROOFING: ROOF TO BE 24 6A STEEL STANDING SEAM CURVED d a u TEE -PANEL BY BERRI06E. COLOR TO BE DETERMINED. OSTONE: �z� � EXTERIOR STONE AT SELECT WALLS AND WAINSCOT PER z � O J ELEVATIONS TO BE MOUNTAINLION GRAFT SPLIT MODULAR BY CREATIVE MINES IN 50/50 BLEND $ RUNNING BOND A PATTERN. OMETAL: C a .a WINDOWS AND DOORS TO BE ALUMINUM. COLOR $ <9> 3�4�dm MANUFACTURER TO BE DETERMINED. 4.b GUTTERS $ DOWNSPOUTS TO BE POWDER COATED WORST CASE AT ALUMINUM. COLOR TO BE DETERMINED. TOP OF ARCH TO BE 2Q' MAX. HT. 4.� GUARDRAIL TO BE METAL. 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. 4.e ROOF FASCIA $ TRIM TO BE METAL TO MATCH ROOF. I Os GLASS: GLASS AT GUARDRAILS TO BE TEMPERED AND ANGLED 70 — FOR BIRD DETERRENCE. NORTH ELEVA71ON SCALE: 1/4" = 1'- 0'' z 9� �lu1L QxnL- 0 a O aQo J prod d 3sw ao= m a�= a } U N v a � of W � � o tog a U � U r m� U £ Z o� G N U L U U °o>EE ' Z LL rn Z � Q �u E_ bu m U t � z m a m r a � N e 6 Q 0 m n �ilZ 3 O m z Ozr a �O O UZr o ON � JV v Z< sd- z $LLd IF �pFZ- d Q Sn QLL ?d >i o_ X1A dPLy Of 2� �Q Vy ® JJ� Date: a m g GDP REVIEW oQ Revision: Revision: z @ Revision: w�= o=g Revision: Job No: IS -032 °` W � 3 5�0LO ARC C8012 m vq'vuµ=fig REN. 4/Icf d a u SCF CODE �z� � z � O J A 5 N�aU C a 3�4�dm 22 Ar=5T ELEVATION R 21'-0" GITY HT. LIMIT 4 SLOPED ROOF I I 24'-0" CITY HT. LIMIT © DECK/FLAT ROOFS_ I� OPEN_ ROOF_DEC< T.O.SHT'G = 32.42' I O I O dal dol - 2 1 m SECOND FLOOR T.O.SHT'( —=22.42-F 2'-10" DECK I PROJEC71PN , FIRST FLOOR T.O.SL_AB= 12.33' I ESTA 5L I SHED GRADE =12.24' SOUTH ELEVATION 6 ALL THREE SIDES OF COVERED DECK SHALL REMAIN OPEN IN PERPETU 1 TY AND MAY NOT BE ENCLOSED IN THE FUTURE. SB I OPEN ROOF DECK I _ T.O.SHT'6 = 32.42' C I o IC ARCH. FEATURE SECOND FLOOR I C_ T.O.SHT'6 = 22.42' I = I _1 O 4'1 FIREPLACE PROJECTION FIRST FLOOR _ I T.O.SLAB = 12.33-7— 2 7.0 SB 40.666E R 2,�'-O" CITY HT. LIMIT SLOPED ROOF 12 41.24' OPEN TO DECK _ T. I I 24'-0" CITY HT. LIMIT DECK/FLAT ROOFS 36.24' 4.b I O ARCH. N ,FEATURE J' I I ESTABLISHED C GRADE =12.24' ALL THREE SIDES OF COVERED DECK SHALL REMAIN OPEN IN PERPETUITY AND MAY NOT BE ENCLOSED IN THE FUTURE. a SCALE: 1/4" = I' - 0" T.O.PLATE m 1 I r I _ _THIRD FLOOR T.O.SHT'6. = 31.50' ARCH. FEATURE _ _ I _ S_EGOND FLOOR T.O.SHT'6 = 22.42' 4.e I I 3 � 1 O I I GARAGE T.O.SLAB = 11.55' SCALE: 1/4" = 1'- 0" m �o o 8 �z d w� IOd m� o� 9g N a.- a 0 aQo J gQ> �d 3g� Qo� ag= y U F� of� �Qo mpSW Q�N Z)> Q 0 it J m �O m N d; aiia I w 0 p In F O asw z Fd> OQ� U p $LLB WN° Y�J d LL LL z?d s>s� Nm o � $o2 �z d Py J ID 2 j �Q Uy 8 JJ�11 LL mgrc W�? °=g U Fro �zg U W O Q z Hai HaC LL � U C a f ui A U] T.`- V lJ� l O m� P N e P P i N z U W a U � U £ z U o0 L U U Q � �5 it 0 � � U w P N Z Q` W } } Q U (� c U � m N d m U t z a d � � a z � w a � O o � N 0 m 0 3 m z a 0 e N VI aF O O Xlu ju I" Date: GDP REVIEW ReVISlOn:01.14.19 Z Revision: Revision: Revision: Revision: Job No: Z-032 5�0 ARC J 64,v, Z�, V �0 t<� J m C8012 m REN. 4 Iq Q N�T �� f FOF CgL�F 0 c b 23 MIN. R-30 SPRAY FOAM CLOSED CELL INSULIN BY IGYNENE FR05EAL MD -G -200-V3 AT UNVENTED ROOF, TYP. m r SGT 1 ON A a T.O.PLATE I THIRD FLOOR T.O.SHT'G._= 31.50' COVERED ROOF DECK T.0.5HT'6 = 31.42' I I SECOND FLOOR T.0.5HT'6 = 22.42' R-21 BATT INSULIN ALL WALLS AROUND BATH I$ LAUNDRY PER GEN. NOTES, TYP. FIRST FLOOR T.O.SLAB = 12.33' 55 T.O. 2ci SF ELEVATOR f-)RAINAr�F PFR 2q' -O" GITY HT. LIMIT SLOPED ROOF = 41.24' 24'-0" GITY HT. LIMIT ® DEGK/FLAT ROOFS = 56.24' R-21 BATT INSULIN (g) EXT. WALL PER GEN. NOTES, TYP. ESTABLISHED GRADE = 12.24' SCALE: 1/4" = I' - O" MIN. R-30 SPRAY FOAM f SB CLOSEDCELL YNENEI PROSENSULIN BAL it 2c[' -O" GITY HT. LIMIT M1D-G-200-V3 AT SLOPED ROOF UNVENTED ROOF, TYP. = 41.24' _ T.O.PLATE 24'-0" GITY HT. LIMIT DEGK/FLAT ROOFS \ / = 36.24' m BED�ROO 3 I r OPEN ROOF%DEGK m oVERED R OF DEGK T.O.SHT'G = 31.42' / \. 6 T.O.SHT'6 = 32.42' THIRD FLOOR T.O.SHT'O. = 31.50' I - p MA. BEDROOM O MA. BATH MA. WIG BEDROOM 2 BATH 2 BATH I BEDROOM I -' ly -' R-21 BATT c0 R-2 BATT NSUL'N ALL WALLS AROUND INSULIN R EXT. �o BATH 8 LAUNDRY WALL PER GEN. i NOTES, TI— m PER GEN. NOTES, 1 n SECOND FLOOR _ NP '%L SECOND FLOOR T.O.SHT'6 = 22.42' T.O.SHT'G = 22.42' 2 -5 DEGK3 PROJECTION R-30 BATT INSULIN BTW. FLOORS PER I -HR FIRE RATED CONST. _ 10'-011ALLOWED I GEN. NOTES, GOATS W/ (2) LAYER 5/0" TYPE ' ENCROACHMENT AREA TYP. _ 'X' GYP. BD. AT CL6. & I IZ GREAT ROOM Oma' KITCHEN LAUNflRY �p (I) LAYER ON OEA. SIDE F WALL O 2 -CAR GARAGE FIRST FLOOR GARAGE T.O.SLAS = 12.33' 7.0.5LAE3 11.55' -.a-. .<• ESTABLISHED , .: .. .. . - .. ,` . • ,;. �y'srsr ax za sa aa. r papa as ra GRADE =12.24' o , o , o , � , o , UNDER SLAB °` o C a DRAINAGE PER SEG IT 5 1 ON GEN. NOTES, T -T -P. SCALE: 1/4" = I' - O" m �o �o 8� �s �z o� J 9 lb cl U ° ? � In d Qa0 WaQo N J 2 30 ao� Qtoi O rcrcd �=o mN2 o Vo } LL dp� w t� a� adQ N_L 2 N ad� F O �s J N �1p 9�YY� J 111 Nd~ W~�°N QQN Z�J d LL QLL ?d LL �N} LL 8 � N N �Q N w mgr �oQ �m �m3 i as wa= 01� �g N� w wN wd OF 5 < `n z` NO gJg D z �o 0 J�as� rcm g c �o�LL ZZYj� �JdU C J��dm �Av U� LJa l fj Ln0 �O W m� M a N P P O } � z U o 0 � U U £Z 0 L � U N U P N Z W � c U � m OUl U Q m U t � z a Q � � a i ? w m a � Oa .L— m W O n z a 0 V V - O V Date: GDP REVIEW Revision:au4.m D Revision: Revision: Revision: Revision: Job No: 18-082 24 I I I I I II I SEGONO FLOOR SOUARrz FOOTAGE OYr=RLA1' r - I RST r-LOOR SOUARE r-OOTAGE OVERLAY NEW (LIVABLE) LOCATION Sa. FT. N5 165 N6 3-T N-7 182 Na 244 Nci I NIO 10 N11 534 TOTAL 1,1-73 DECK LOCATION Sa. FT. DI 61 D2 q� TOTAL 158 SCALE: 1/4" = I' - O" a NEW (LIVABLE) LOCATION 50. FT. NI 4cici N2 128 N3 2 N4 341 TOTAL 01"70 GARAGE LOCATION SO. FT. GI 36-7 TOTAL 361 5GALE: 1/4" = I' - 0" m �o z 8 �s �z d w� Wd m� o= 9g a~ �ao aQo or=bJ Mot Mot ao� ag= y U F� of� �Qo �$N �w Z>> *Q 1101 Z� F � wQQ YYYV JW�QUO �u m Ln z N d; aiia I w M 2 H y Flo aOW Z Fd> OQ� U p $LLd �pdp_ NNO Q� WN° z�J d LL LL z?d �m $off �z d J 2 � j vpx'i � "pdC Uy 8 JJ�11 LL lot, °=g 3 <=o U �D Uzg W U Q Oc rcz a•WJ� C wg LL � U C a F am` ua A V z1u� A � 111 �lUL. J O K d) ul m P e m P a i N z U � w � a � U U £Z o U L U U Q } � U w P N Z Q) W } } Q U (� c U � m O U a• N d m U t z o � a d m i w a � O o � N 0 m 0 3 m z a 0 e 1■� O 1L 1U > O :N V Date: Revision: Revision: Revision: Revision: Revision: Job No: Z-032 0 ARC \ J m C8012 m REN. 4 Iq Q N�T O�� FOF CA\-�F 215 I I NEW (LIVABLE) LOCATION SO. PT. ELEV. (OPEN TO N12 105 I N13 85 O I N14 78 TOTAL 266 1 0 I DECK I LOCATION Sa. ET. D6 D5 48 D4 65 D5 68 I I I I D6 258 D7 614 TOTAL 1,067.1 I 1 52'-7" 16'-10" 4'-10" 5'-I" 6' -II" 8'-O" 1 �O 17HIRILOOR,S r-SOUARE r-OOTAGE OYFi�LAY 5CALr: 1/4" — 1' — 0" ME iiiiii iiiiiiiiii 111 11 BELOV�U � \S) m �o 8 �s �z d w� (O d m� o= 9g N a.- "a~ �ao aQo J gQ> �d 3g� ao� ag= y U u�d F Of�F �d0 mpSW Q�N o� Z)> Z� 1101 F It wQQ YV J m �O �u m N d; agI aii wk) p F�O �sw Z< U U p $LLd �pdp_ NNO Q� WN° z�J d LL LL z?d Nm $off z �d y J �Q Uy JJ�11 8 LL mgr z J a W�? °=g 3 U OYKA U=g � U W U Q fS rcz a•mJ� wg C LL Oda' (D N 14 D5 i � DS N12 - � ry D4 N15 � U C lu to a F am` ua A V z1u� A � 111 O m7- P Q m P a ^` o N z U W a U � U U £Z o� L U U � U w P N Z ^` � W } } 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 1■� O 1L 11.1, O ..Vnn VI Date: Revision: Revision: Revision: Revision: Revision: Job No: Z-05:2 J m C8012 m � REN. 4 Iq Q N�T O�� FBF CALIF 20 PLANTI NG LEGEND ALL PLANT SELECTIONS TO BE AUCOLS LISTED FOR WATER EFFICIENCY SYMBOL BOTANICAL NAME/COMMON NAME SIZE AA AGAVE ATTENUATE 12 GAL. FOXTAIL AGAVE SAN5EVIERIA TRIPASCIATA VIPER'S BOWSTRING HEMP I NE I OHE30R RES I LENGE 5a0-7 SEASHORE 1�)R. PERMEABLE PAVERS (N) GAS O/ GRAVEL PIT BLW. (E) 11.7x' FS CHEMICAL TREATED CONCRETE METER W/ 3/16 HORIZONTAL AT 36 (E) 51 TE 11.4�i' FL " ELECTRICAL (N) +72" HIGH (E) EDISON II.Sq' FS I O.G. SAND FINISH WALL METER ALUMN. GATE BOX r — — — — — — — — — — PROPERTY LINE N5303628"E 78.12' — — — — — — — — - — 5T 5T 5T 5T (E) 12.73' :FS .. O _.00 66' F i AA AA _ .. I 1.84 F5 O t I 2 -3 BUFF _ = MEXICAN BEACH I ,. PEBBLES INFILL I METERTER (E) 11.68' NEW +42" o I I 51 TE WALLLu N I 30"X18" aUARTZ I TE cv I 1.64' FS uj PAVERS IN O ANTIQUE/TUMBLED FINISH � LOW PLASTER{ KYNAR FINISH FINISH SITE WALL I ALUMINUM GATE I W/ PRECAST GAP — �_ 11.60 TG 12.117' FS Ua II 47' F NEW +42" 11 AA AAA I::.. I 11.58' F5 ALUMIN. GATE I sr 5 15T 5TH P ERTY LINE N5 : 6'43"E -77.gq' 2 -3 BUFF -- -- — — -- -- — -- Q0' FS (E) 11.66' IISQ MEXICAN BEACH 24"x12" QUARTZITE (E) 12.' FS i 24"x12" QUARTZITE CHEMICAL TREATED CONCRETE (N) +42" HIGH FS PEBBLES INFILL PAVERS IN BUSH (E) 517E WALL PAVERS IN BUSH W/ 3/16" HORIZONTAL AT 36" ALUMN. GATE HAMMERED FINISH 30"X18" aUARTZITE:�;/ HAMMERED FINISH O.G. SAND FINISH E 11.77' FS PAVERS IN ANTIQUE PERMEABLE PAVERS TUMBLED FINISH O/ GRAVEL PIT ELKNp NE I O�+5Ofi� RES I �ENGE rN lPRr=LlMlNAR*,r LAN=DSCAPE PLAN 5CALE: 1/4" = I' - O" 15 GAL. m �o �o 8� �s �z a s� g NF IL F WQ Q ppU❑ QQ� a azo mQO x O� �m �a} II 3Orc aNx U Q�3 y -a. 111 O f � } a = 0 mNU } Q�Z m O � �m QQ❑ �a0 x Q tl1 aa� JZ� 0W O�F F O N�Ip 9�YY� U � 111 NQf QQQN Z�J a LL QLL �Q Q� LL ON� o� o � �a u WQ �O4 �m �m3 i cl as wa= O C z`NO 8°fig � °s=z u z �o w�ao U W==UU Q (D Q N � of rcQm g c ILLaLL Oda N ZZYj� NN Z azK.0 s��dm �Av Q ��11MJ U� LJa OL lu tn 9L0 O m� N P P O � Z U o P O � U U £Z 0 L � U � U w P N Z W � c U � m O U Q m U t � Z a Q VJ z i w m a � O o � •� m O n N Z a O 0 r OL V• �A D- Z Date: Revision: Revision: Revision: Revision: Revision: Job No: 15-052 5�0 ARC �� 'yid, J m C8012 m REN. Q CAO �T�OF LF Q� 27 GRADING GENERAL NOTES 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 8. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. EROSION CONTROL PRECISE GRADING PLAN FOR MOY RESIDENCE 3805 SEASHORE DR., NEWPORT BEACH, CA 92663 GRADING FILLS/CUTS CONT. NOTICE TO CONTRACTOR 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER SHEET INDEX 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 PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTOR WILL BE REQUIRED TO TITLE SHEET C-1 SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION PRECISE GRADING PLAN & DETAILS C-2 DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY SECTIONS & DETAILS C-3 RESPECTIVE CANYON. OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CPPP EROSION CONTROL PLAN C-4 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. FOR LINE AND GRADE. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND NOTE: 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY. OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE PROFESSIONAL. TESTING. 2. IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, THE BUILDING DEPARTMENT. SIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND WILL HAVE NO RESPONSIBILITY AS TO THE FINAL CONSTRUCTED PROJECT. THE 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS CHAPTER 15 OF THE NBMC. THAT COULD HAVE BEEN CORRECTED DURING THE CONSTRUCTION OF THIS 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER PROJECT, IF THE STAKING HAD BEEN DONE BY THE SURVEY CREW UNDER HIS GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY DIRECT SUPERVISION. PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL 3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THE CONTRACTOR IS THE BUILDING DEPARTMENT FOR APPROVAL. REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LINES OR STRUCTURES. LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND NOTE TO SURVEYOR TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 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 OWNER GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED TO BUILDING OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED INSPECTOR PRIOR TO FOUNDATION INSPECTION. 3805 SEASHORE DRIVE, LLC. NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A MANAGER: MARIANNE MOY COMPACTED FILL BLANKET WILL BE PLACED. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR 620 NEWPORT CENTER DR. #1100 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS OFFSET BEFORE STARTING GRADING. NEWPORT BEACH, CA 92660 DURING GRADING. CONTACT: BRION JEANNETTE ARCHITECTURE 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR PHONE: 949-645-5854 RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ADDITIONAL NOTE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK ARCHITECT 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 IMPROVEMENTS ON THE ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING 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 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY APPROVAL. 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. REQUIRED INSPECTIONS 1. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING 2 CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 3 GRADING FILLSICUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 NOTI PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND 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 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 ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE PUBL NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND WITHIN THE PUBLIC RIGHT-OF-WAY. COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT 2 A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING REQUIRED BEFORE THE BUILDING PERMIT FINAL CAN BE ISSUED. AT THE TIME OF INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE IN ACCORDANCE WITH THE JOB SPECIFICATIONS. SIDEWALK, CURB AND GUTTER, AND ALLE/STREET PAVEMENT WILL BE REQUIRED. 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 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 TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORK INSPECTOR. GEOLOGIC FACTORS. IC WORKS NOTE OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT APPLIED TO THE FILL AREAS. RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, 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. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18. 4. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR. SITE VICINITY MAP NOT TO SCALE 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: 423-325-05 BENCH MARK COUNTY OF ORANGE BENCH MARK #NB2-7-77 ELEVATION = 8.56, NAVD 88 DATUM LEGAL DESCRIPTION BLOCK 38, LOT 3, MAP OF THIRD ADDITION TO 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: 3805 SEASHORE DR. NEWPORT BEACH CA 92663 REVISIONS SHEET NAME: TITLE SHEET PROJECT NUMBER: DESIGNED BY:CHECKED BY: PLOT DATE: 12/18/2018 SHEET NUMBER: C-1 L7 �tiFT e i �so- Tpo9G �w�T2s 3 ,,15:63 FIG 11.6 12.1 14.3 z II 135.381 RIDGE D Z a �Ip Cl �S o z x,12.05 FL n� fir\ 9 1p0' 4 X 6 a 1 a 10OFS 10' ALLOWED12:08 8 7 � �L 3' 1 c ENCROACHMENT AREA I 12. 4 h z �4 z r � d o z 98^ ads B o SILL � INSTALL 9" SQUARE BOTTOMLESS INLET. C3 �)� Z��a PROPOSED FREE STANDING WALL As INSTALL 1" WATER METER AND SERVICE PER CITY STD -502-L. _ �A O R N39002'354�25'02' a 15.63TW , 12.21 FL r--- -- FLOW LINE a 12.57 FS — - - — c 11.63 TF d s 12� (E) 11.63 TF 0 w� n I o z 0 n 0 PRECISE GRADING PLAN = Iii SCALE 1"=8' CONCRETE NAME FF as WEEPSCREED •ds WEEPSCREED m DETAIL BUILDING DRAINAGE NOT TO SCALE NEIGHBOR RESIDENCE LOT 4 3807 SEASHORETDR. (E) WALL PROTECT A _P IN PLACE FIELD VERIFY THE C3 FOOTINGS C°"C� R�N53°36'28uE:78.12' c� 12.00I S X12 a, Q52%tea — CONC FL ° 9sT 11.96 FS MIN T MIN J 2 PROPOSED BUILDING FF = 12.33 12,99F„)-�L 'CONE �coNc12 ROLE) . / WALL PROTECT J �s, IN PLACE FIELD VERIFY FOOTINGS CONCRETE z 15 T MIN PAD = 11.33 (E) WALL PROTECT IN PLACE FIELD VERIFY THE FOOTINGS (E) EDISON BOX 11_.8.4_FS 11.72 FL RacNc� A� I N� MIN PROFERT�2%�t ci61c s ur�CONc FL J u 12 (N) GAS .33 TC METER 11 F — Ci " GARAGE CID -co Z 1% � 11.1 xTC U- .33 11.98 FS 2 2% MIN 9F_ N C NC .a -- CONC0 oy, #7 -CONC4coNc � LoNC 4 17, OPOOOOOE,\1 �v Ft N530 6'43'iE 77.99'fFINC �m' +-, PROPERTY ?rNc. LINE 11.98 -FS T 1 � ,p 16, JA J C3 NEIGHBOR RESIDENCE FIT o LOT 2 d 3803 SEASHORE DR. Tl Z n �J fi 1 WEEPSCREED •N WEEPSCREED •0N DETAIL BUILDING DRAINAGE NOT TO SCALE CLASS II A.B. MIRAFI140N FILTER CLOTH cti n � p d9 l F = D d r� TC o 11.49FL� 11.66 FS 11.59 FS E:1 n I V a -1; L i\ 2RELOCATE (E) WM I\s F PER, ARCH. PLAN �� n � LU a h��co 0.7% Q�sq�n � A �� (E) ¢ LU s C3 ooii I1.5% 11s� to s vF s Lz- U- (E) j cD 4' I, 16' I R N38°44'34" W 25.02' EL 20' WIDTH PER DETAIL GRAVEL TRENCH NOT TO SCALE ' � ){.���' 11.58 FS D 1'1.59 gl' 1,,17 FL r' n F 11.60`T'- EL o T n < o s. y� zl � _ 3,0 ROLLED CURB 20.0 n � o U)LU ow of ir U w Z CL o U N BUILDING FACE LEGEND 0 CONSTRUCTION NOTE 100 EXISTING CONTOUR 1 INSTALL GRAVEL TRENCH WITH PERVIOUS CONCRETE TOP PER DETAIL. 10OFS SPOT ELEVATION 2 DOWNSPOUT PER ARCHITECTURAL PLAN. PROPOSED CONCRETE PAD 3 CONSTRUCT 42" HIGH FREE STANDING WALL PER ARCHITECTURAL PLAN. r EXIST WALL 4 INSTALL 9" SQUARE BOTTOMLESS INLET. PROPOSED FREE STANDING WALL 5 INSTALL 1" WATER METER AND SERVICE PER CITY STD -502-L. ® O PROPOSEDLANDSCAPE r--- -- FLOW LINE — - - — PROPERTY LINE X.X% SURFACE SLOPE NOTE. PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE SLAB SHALL BE UNDERLAIN BY MINIMUM OF 4 -IN GRADED GRAVEL OR CRUSHED STONE. FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR PL PROPERTY LINE TW TOP OF WALL TF TOP OF FOOTING TC TOP OF CURB (E) EXISTING GFF GARAGE FINISHED FLOOR FL FLOW LINE CL CENTER LINE P PLANTER AREA DOWNSPOUT PER ARCHITECT'S PLAN COBBLE OR SPLASH BLOCK DETAIL DOWNSPOUT NOT TO SCALE FINISH GRADE 16 12 8 4 0 8 16 SCALE 1"=8' C 0 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: 3805 SEASHORE DR. NEWPORT BEACH CA 92663 REVISIONS SHEET NAME: PRECISE GRADING PLAN & DETAILS PROJECT NUMBER: 80364 DESIGNED BY:CHECKED BY: PLOT DATE: 12/18/2018 SHEET NUMBER: C-2 ::�9 NEIGHBOR RESIDENCE vtiFr LOT 4 3807 SEASHORE DR. -PD Q�,<�, ST J 4j V) �J SE -8 �� LIMIT OF OVEREXCAVATION R N53°36'28"E 78.12' SE -8 _O.F2> --- --�° -�- AFL% ° - -,- 52% 4 0 Z U) R N39002'35"W 25.02' LIMIT OF OVEREXCAVATION EROSION CONTROL PLAN SCALE 1"-8' UJ EXISTING CONTOUR SPOT ELEVATION PROPOSED CONCRETE PAD EXIST WALL PROPOSED FREE STANDING WALL PROPOSED LANDSCAPE -- FLOW LINE - - — PROPERTY LINE X.X"iQ- SURFACE SLOPE PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR PL PROPERTY LINE TW TOP OF WALL TF TOP OF FOOTING TC TOP OF CURB (E) EXISTING GFF GARAGE FINISHED FLOOR FL FLOW LINE CL CENTER LINE P PLANTER AREA SEE PLAN PROPE E BUILDING LINE IN I STREET/ALLEY L — J GRAVEL OVER FILTER FABRIC NOTE: PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND STREET DETAIL CONSTRUCTION ENTRANCE NOT TO SCALE --- PROPOSED BUILDING FF =12.33 PAD =11.33 GARAGE 0 R N53036'43"E 77.99 — LIMIT OF OVEREXCAVATION NEIGHBOR RESIDENCE LOT 2 3803 SEASHORE DR. 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. DEVELOPERS/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 INHBIT 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. 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. R d PROJECT PROPERTY i DETAIL GRAVEL BAGS BERM NOT TO SCALE GRAVEL BAGS (TYP.) MIN. V HEIGHT /-- 2 BAGS MIN CL EROSION CONTROL ' � I SCHEDULING STREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS. 7 ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ERODED SEDIMENTS MUST BE RETAINED ON-SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVED AT THE SE -8 _ T PJ n SE -10 zl CJ UIS4FI _T1 n � n r VEHICLE AND EQUIPMENT FUELING ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE. SE -8 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 0 � � SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND LIMIT OF OVEREgAVATION DISPERSAL. LU HAZARDOUS WASTE MANAGEMENT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE PROPOSED METHODS OF O rc^d UJUj DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. U) �'tiFR - PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORMWATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC S� s CONTAMINATED SOIL MANAGEMENT R N38044'34"W 25.02' SE -8 rL 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. DEVELOPERS/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 INHBIT 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. 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. R d PROJECT PROPERTY i DETAIL GRAVEL BAGS BERM NOT TO SCALE GRAVEL BAGS (TYP.) MIN. V HEIGHT /-- 2 BAGS MIN CL EROSION CONTROL BMPS ECA 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. STABILIZED CONSTRUCTION EXIT ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ERODED SEDIMENTS MUST BE RETAINED ON-SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVED AT THE SE -8 GRAVEL BAGS SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. INSTALL WHERE SHOWN ON PLAN. SE -10 STORM WATER INLET PROTECTION ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVEL BAGS OR CAP THE RISER TO REDUCE SEDIMENT INTRODUCTION TO THE VEHICLE AND EQUIPMENT CLEANING ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE. 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 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: 3805 SEASHORE DR. NEWPORT BEACH CA 92663 REVISIONS SHEET NAME: CPPP EROSION CONTROL PLAN PROJECT NUMBER: DESIGNED BY:CHECKED BY: PLOT DATE: 12/18/2018 SHEET NUMBER: W NORTH 0' 8' 16' SCALE: 1"=8' NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. CENTER LINE LEGEND DESCRIPTI❑N (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 CGNC, CONCRETE F.S. FINISH SURFACE M.H. MAN -HOLE P PLANTER A'C. ASPHALT T.G. TOP -GRATE RdM SURVEYING INC, R❑N MIEDEMA L,S, 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@COX,NET 0 SQS, bNQSI b, QO 2 bb Lvv CENTER L•,'�bJ LINE `'�PO S hb�Q- - AC AC I AC 4.9�G0 PDQ X00 PV 4�0� SEASHORE DRIVE p P�9 MO AC AC SOF Q�00 , S AC AC � Sl FS, SOC Q" 00f 4QS , — � 5q Lvv� Lv1 — h� a0 Q - O AC GO�2 POQ X00 AC s'` O w ° 9 09 J o AC �(vP QO AC o N Sl SOC Qv o '^ CONC. I 3`^ CONC. uurvu. Lti' CGNC. _ — CONC. CGNC. CGNC. ITN—C-. CGNC, —co O`er CGNC. Q CONIC. °�b� Ltip2;0�v Sp00 bCO CGNVS0�? NCCGNC. CONC. PROPERTY i SEWER COVER CG. v CONC. C, CGNC, CONC. OCGNC CONC. 'Z (11.66FS), cONC. �0 cONc. N38°44'34"Ws 25,OoNc. Obl�LO' VQ, Q CGNC.— p° ull, 2pp p2'L p. 0 CGNC. L�2 Lti w uv �l C v l U Knpi Uu u2. S� 6, U z (/iZ T❑P❑GRAPHIC SURVEY JOB: 71-26 DATE: 6/15/18 y'04/a'3"� RESIDENCE OWNER: MARIANNE M❑Y p DECK LINE 0 L2�(,`E 0 I RESIDENCE LOT 4 RESIDENCE m CONC. I Z ❑ m U U U Ifl4 Li oQS, Z m u zo Lv0y0 5QS1 u LvI U m eFS O GBUU _ 1 4 CGNC, m .�• z ou QST 00 fi v ❑ T 3 Ltiy U ❑ } UI LR — — Lvb�b 0 y f awe RESIDENCE CONC. us.17Tw) CONC. w wU ❑ GB Lv2�' GB w 04 vpQ 0� d J y 2 £ U w 00� SAND Ly2' CPQ QOkQ- 0'L 0 h O U4 ZK ❑ z ❑ u N0 .. u GB q°FSl Lv2 GB � OES, Lv2�' L ❑ T 2 GB RESIDENCE ti ^^QSl z 6 z ❑ cc)Lv2 u I z ❑ u u —3.0 Ld 2.9— ACV co 2b u `V I I Z 0 uv o U �z u ❑ y V] 0 ` l m Fl � I U ❑U m ^ z uv20y& Li i °-: U R1 I j(V U v1 U L�q OP z z I W U mu Z 3.0 1 4 U2.9 ❑ U qFE \D i m ^0QS1 ^0QS1 CONC. Lve' Lv2 CONC. SAND SAND NbO� ���'�• PO OQ �'\ OHO SF'C 0 01' 025 Y Ltie 2 0 m Ifl4 Li oQS, Z m u s N u LvI Z ❑ eFS O CONC. Q , CONC. p L2'1 4 CGNC, m .�• z ou L — v 2v°� C31 CONC. CGNC. LR — — Lvb�b N39°02'35"W 25,02' (15.45TW) CONC. CONC. us.17Tw) CONC. SAND PROPERTY SAND�0, yy2 Lvh2� LINE b0 Ll '7F L Lv2�' S, CONC. vpQ 0� SAND Lv�' 2 00� SAND Ly2' CPQ QOkQ- 0'L 0 h O CONC. LEGAL DESCRIPTION: BLOCK 38, LOT 3, MAP OF THIRD ADDITION TO NEWPORT BEACH G Lti 4l Q � . so vv, LN , SAND 0• S p0 h bQ' —I CONI, CONC. IIT I LOT 1 RESIDENCE Lb/ , O — o 90 I CONC. \ — BENCH MARK: COUNTY OF ORANGE BENCH MARK #NB2-7-77 ELEVATII❑N = 8.56, NAVD 88 DATUM �lh 0 Lvv�C ADDRESS OF PR❑JECT1 3805 SEASHORE NEWPORT BEACH, CA W W cz V) m� W LAND v� R 0 N MIEDEMA v NO. 4653 EXP. 9/30/19 ti CENTER LINE h ^bl Sp tiz'C �' 31 Zoning Administrator - February 14, 2019 Item No. 6a - ADDITIONAL MATERIALS RECEIVED 3805 Seashore Drive, LLC Residence CDP (PA2018-271) From: Whelan. Melinda To: Lee, Amanda Cc: Garciamay. Ruby; Murillo. Jaime Subject: FW: Re. Public Hearing on 2/14/19- 3pm - 3805 Seashore Drive Date: Wednesday, February 13, 2019 10:13:39 AM Additional materials. From: Yazmin Ranger <yranger@kringandchung.com> Sent: Wednesday, February 13, 2019 10:12 AM To: Whelan, Melinda <MWhelan@newportbeachca.gov> Cc: Yazmin Ranger <yranger@roadrunner.com> Subject: Re. Public Hearing on 2/14/19- 3pm - 3805 Seashore Drive Ms. Whelan, I am a resident of Newport Beach who lives on 3710 Seashore Drive. I am unable to attend the above hearing. Would you please be so kind to submit my correspondence below with respect to the concerns I have regarding the new construction at 3805 Seashore Drive? 1) First of all let me tell you that I am not in agreement with the recent change in height limits. It used to be that three story homes had to be grand fathered and no new 3 story homes were allowed to be built. I assumed the rules have now changed since it appears most new homes are being built with three stories. The results are that we continue to lose our ocean and sky views, new homes are being built to the maximum with no room left behind for open areas. 2) Second, it appears the new regulations are allowing enclosed "patio" areas that end up being used as extra rooms eventually after all the inspections have been done. As you can see from the attached photo, the new house built (3803 Seashore) has what appears to be an enclosed patio on the third story that has remained closed with blinds since it was built (house marked by circle A on picture). My questions are how is the city monitoring new enclosed patios to ensure that they are not eventually turned into additional living space? Also, with respect to 3805 Seashore (marked B on the picture), do the plans include an enclosed patio such as the one that was built on 3803 Seashore (house marked by circle A) and if so, again, what will the city do to ensure enclosed patios are not eventually turned into additional living space such at what appears to be happening on 3803 Seashore and many other new constructed houses. Thank you in advance for addressing my concerns. Yazmin Ranger 3710 Seashore Drive Newport Beach, CA 92663 yranger(@roadrunner.com yrangerPkringandchung com 714-325-3831 Zoning Administrator - February 14, 2019 Item No. 6a - ADDITIONAL MATERIALS RECEIVED 3805 Seashore Drive, LLC Residence CDP (PA2018-271) City Of Newport Beach CITY OF NEWPORT BEACH NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that on Thursday, February 14, 2019, at 3:00 p.m. or soon thereafter as the matter shall be heard, a public hearing will be conducted in the Corona del Mar Conference Room (Bay E -1st Floor) at too Civic Center Drive, Newport Beach. The Zoning Administrator of the City of Newport Beach will consider the following application: 3805 Seashore Drive, LLC Residence — A request for a coastal development permit to allow the demolition of an existing duplex and the construction of a new three-story, 2,776 square -foot, single- family residence including an attached two -car garage. The proposed development includes landscape, hardscape, and subsurface drainage facilities. The development also includes a 10 -foot patio encroachment allowed pursuant to Title 21 (Local Coastal Program). The design complies with all applicable development standards and no deviations are requested. The project is categorically exempt under Section 15303 - Class 3 (New Construction or Conversion of Small Structures) of the State CEQA (California Environmental Quality Act) Guidelines. All interested parties may appear and present testimony in regard to this application. If you challenge this project in court, you may be limited to raising only those issues you raised at the public hearing or in written correspondence delivered to the City, at, or prior to, the public hearing. The application maybe continued to a specific future meeting date, and if such an action occurs, additional public notice of the continuance will not be provided. Administrative procedures for appeals are provided in the Newport Beach Municipal Code Chapter 21.64. Fees are required to appeal any final action on a Coastal Development Permit to the Planning Commission or City Council. The project site is located within the appeal area of the coastal zone; therefore, final action by the City to approve a Coastal Development Permit may be appealed to the California Coastal Commission. The agenda, staff report, and corresponding documents will be available by end of business day on the Friday preceding the public hearing, and may be reviewed at the Community Development Department Permit Center (Bay C -1st Floor), at loo Civic Center Drive, Newport Beach, CA 9266o or at the City of Newport Beach website at www.newportbeachca.gov/zoningadministrator. Individuals not able to attend the meeting may contact the Planning Division or access the City's website after the meeting to review the action on this application. All mail or written communications (including email) from the public, residents, or applicants regarding an agenda item must be submitted by 5 p.m. on the business day immediately prior to the meeting. This allows time for the Zoning Administrator to adequately consider the submitted correspondence. For questions regarding this public hearing item please contact Melinda Whelan, Assistant Planner, at 949-644-3221,•. Project File No.: PA2o18-271 Activity No.: CD2018-115 Zone: R-2 (Two -Family Residential) General Plan: RT (Two -Unit Residential) Coastal Land Use Plan Two -Unit Residential Detached (30.0-39.9 DU/AC) (RT -E) FILING DATE: December 11, 2o18 Location: 3805 and 38051/2 Seashore Drive Applicant: Brion Jeannette Architecture Additional Information Posted: 1 week, 4 days, 17 hours ago Category: Public & Legal Notices Yazmin Ranger KRING & CHUNG, LLP 38 Corporate Park Irvine, CA 92606 Telephone: (949) 261-7700 Facsimile: (949) 261-8800 yranger(@kringandchung.com httg,•/ /www.krinngandchung.com Zoning Administrator - February 14, 2019 Item No. 6a - ADDITIONAL MATERIALS RECEIVED 3805 Seashore Drive, LLC Residence CDP (PA2018-271) This e-mail message contains information that may be confidential and privileged. Unlessyou are the addressee (or authorized to receive messagesfor the addressee), you may not use, copy, or disclose this message (or any information contained in it) to anyone. Ifyou have received this message in error, please advise the sender by reply e-mail and delete this message. IRS CIRCULAR 230 DISCLOSURE: To comply with requirements imposed by recently issued treasury regulations, we inform you that any U.S. tax advice contained in this communication (including any attachments) is not intended or written by us, and cannot be used byyou, for the purpose of (i) avoiding penalties under the Internal Revenue Code or (ii) promoting, marketing or recommending to another person any transaction or matter addressed herein. Nothing in this message should be interpreted as a digital or electronic signature that can be used to authenticate a contract or other legal document. Further,. do not rely upon this e-mail for legal advice unless you have a signed retention agreement to receive legal advice from the Law Offices of Kring & Chung, LLP. Thank you. Zoning AtlminiMrator- Fe=ary 10, 2019 Item No. 6a- ADDITIONAL MATERIALS RECEIVED 3805 Seashore Drive, LLC Reaitlenw CDP (PA201 &211) 11VIETET11 x Zoning Administrator - February 14, 2019 ADDITIONAL MATERIALS RECEIVED Item 5a, PA2018-2701 Item Bb, 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 Bb, PA2018-271 Item 8a, 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 WE" 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 propertV 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-€n4ergenEy-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.