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Home My WebLink About03_Norton Residence CDP_PA2021-02403/13/2018 CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT April 29, 2021 Agenda Item No. 3 SUBJECT:Norton Residence (PA2021-024) Coastal Development Permit No. CD2021-006 SITE LOCATION:6806 West Ocean Front APPLICANT: Eric Aust OWNER:Sean Norton PLANNER: David S. Lee, Associate Planner 949-644-3225, dlee@newportbeachca.gov LAND USE AND ZONING General Plan: RT (Two Unit Residential) Zoning District:R-2 (Two-Unit Residential) Coastal Land Use Category: RT-E (Two Unit Residential) – (30.0-39.9 DU/AC) Coastal Zoning District: R-2 (Two-Unit Residential) PROJECT SUMMARY A request for a coastal development permit to allow the demolition of an existing single- family residence and the construction of a new 2,678-square-foot, single-family residence with a 383-square-foot attached 2-car garage. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices, and landscaping. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, 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. CD2021-006 (Attachment No. ZA 1). 1 Norton Residence (PA2021-024) Zoning Administrator, April 29, 2021 Page 2 Tmplt: 04/03/18 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 developments containing attached or detached dwelling units 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 subject property is legally described as Lot 4 of Block H. The property currently consists of one legal lot developed with a single -unit residence. The neighborhood is predominantly developed with two- and three-story single and multi-family residences. The proposed three-story design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development (Figure 1). Figure 1: Aerial Image 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. Subject Property 2 Norton Residence (PA2021-024) Zoning Administrator, April 29, 2021 Page 3 Tmplt: 04/03/18 Table 1 – Development Standards Development Standard Standard Proposed Setbacks (min.) Front (West Ocean Front) 5 feet 5 feet Rear (Abutting Alley) 5 feet 5 feet Sides 3 feet 3 feet Allowable Floor Area 3,124 sq. ft. 3,061 sq. ft. Open Space (min.) 234 sq. ft. 235 sq. ft. Parking (min.)2-car garage 2-car garage Height (max.)24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards A Coastal Hazards Report was prepared by Geosoils, Inc. on October 19, 2020. The project site is separated from the water by a wide sandy beach. The site is approximately 570 feet from the mean high tide line. The report concludes that the highest high tide elevation (currently 7.7 feet NAVD 88) will not exceed 10.9 feet (NAVD 88) using the low-risk aversion projected sea level rise (3.2-foot increase) over the 75-year design life of the structure based on estimates for sea level rise provided by the State of California Sea-Level Rise Guidance 2018. The report states that the estimated sea level rise over the next 75 years, using the Medium- High Risk Aversion, is potentially 6 feet (13.7 feet NAVD 88). Additionally, the site has not historically been subject to any wave overtopping, nor is overtopping waters over the next 75 years expected to reach the subject site, even under extreme conditions. Based on the data provided, the study provides no recommendations necessary for shoreline protection devices and concludes that coastal hazards will not impact the property over the next 75 years, as the proposed project has minimal risk from flooding. As conditioned pursuant to Newport Beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv) - (Bulkheads for nonresidential and residential waterfront development), 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) – (Nonresidential Waterfront Development, Development Standards). 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 3 Norton Residence (PA2021-024) Zoning Administrator, April 29, 2021 Page 4 Tmplt: 04/03/18 (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 the CBC prior to building permit issuance. Public Access The project site is located on the Balboa Peninsula between the nearest public road and the sea. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. The project site is not located adjacent to a coastal view road, public viewpoint, public park, beach, or public accessway, as identified in the Coastal Land Use Plan. The project may be located within the viewshed of distant public viewing areas. However, the project will replace an existing single-family residence with a new single-family residence 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. Water Quality The applicant provided an Erosion Control Plan to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution runoff and coastal waters derived by construction chemicals and materials. The Erosion Control Plan will be reviewed by the City’s Engineer Geologist. Construction plans and activities will be required to adhere to the approved Erosion Control Plan. Pursuant to Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 2,500 square feet of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. A WQHP prepared by Toal Engineering, Inc. dated February 3, 2020, has been submitted and will be reviewed by the City’s Engineer Geologist. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of a LID 4 Norton Residence (PA2021-024) Zoning Administrator, April 29, 2021 Page 5 Tmplt: 04/03/18 approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. The Class 3 exemption includes the construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single-family residence located in the R-2 Coastal Zoning District. There are no known exceptions listed in CEQA Guidelines Section 15300.2 that would invalidate the use of these exemptions. 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: ___________________________ David S. Lee, Associate Planner MS/dl Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans 5 03/13/2018 Attachment No. ZA 1 Draft Resolution 6 RESOLUTION NO. ZA2021-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH, APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2021-006 FOR THE DEMOLITION OF AN EXISTING SINGLE-FAMILY RESIDENCE AND THE CONSTRUCTION OF A NEW 2,678-SQUARE-FOOT, SINGLE-FAMILY RESIDENCE WITH A 383-SQUARE-FOOT ATTACHED TWO (2)-CAR GARAGE LOCATED AT 6806 WEST OCEAN FRONT (PA2021-024) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Eric Aust, with respect to property located at 6806 West Ocean Front, and legally described as Lot 4 of Block H, requesting approval of a Coastal Development Permit. 2. The applicant proposes the demolition of an existing single-family residence and the construction of a new three (3)-story, 2,678-square-foot, single-family residence with a 383-square-foot attached garage. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices, and landscaping. 3. The subject property is located within the Two-Unit Residential (R-2) Zoning District and the General Plan Land Use Element category is Two Unit Residential (RT). The R-2 Zoning District permits single-unit residential dwellings. 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Two Unit Residential (30.0 – 39.9 DU/AC) (RT-E) and the Coastal Zoning District is Two-Unit Residential (R-2). 5. A public hearing was held online on April 29, 2021, observing restrictions due to the Declaration of a State Emergency and Proclamation of Local Emergency related to COVID-19. A notice of time, place, and purpose of the hearing was given in accordance with the Newport Beach Municipal Code (NBMC). 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, Division 6, Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 7 Zoning Administrator Resolution No. ZA2021-### Page 2 of 8 01-03-17 2. Class 3 exempts the construction of limited numbers of new, small structures, including one (1) single-family residence. The proposed project is a new single-family residence located in the R-2 Coastal Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Findings and Decision) of the Newport Beach Municipal Code (NBMC), the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 3,124 square feet and the proposed floor area is 3,061 square feet. b. The proposed development complies with the required setbacks, which are 5 feet abutting the West Ocean Front, 5 feet along the property line abutting the alley, and 3 feet along each side property line. c. The highest guardrail/parapet is below 24 feet from established grade and the highest ridge is 29 feet from established grade. The proposed development complies with all height requirements. d. The proposed development provides a two (2)-car garage, meeting the minimum garage requirement for a single-family residence. e. The proposed development complies with the minimum 9.0-foot North American Vertical Datum of 1988 (NAVD 88) top of slab elevation requirement for interior living areas of new structures. 2. The neighborhood is predominantly developed with two (2)- and three (3)-story single and two (2)-unit residences. The proposed three (3)-story structure’s design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. A Coastal Hazards Report was prepared by Geosoils, Inc. on October 19, 2020. The project site is separated from the water by a wide sandy beach. The site is approximately 570 feet from the mean high tide line. The report concludes that the highest high tide elevation (currently 7.7 feet NAVD 88) will not exceed 10.9 feet (NAVD 88) using the low-risk aversion projected sea level rise (3.2-foot increase) over the 75-year design life 8 Zoning Administrator Resolution No. ZA2021-### Page 3 of 8 01-03-17 of the structure based on estimates for sea level rise provided by the State of California Sea-Level Rise Guidance 2018. The report states that the estimated sea level rise over the next 75 years, using the Medium-High Risk Aversion, is potentially 6 feet (13.7 feet NAVD 88). Additionally, the site has not historically been subject to any wave overtopping, nor is overtopping waters over the next 75 years expected to reach the subject site, even under extreme conditions. Based on the data provided, the study provides no recommendations necessary for shoreline protection devices and concludes that coastal hazards will not impact the property over the next 75 years, as the proposed project has minimal risk from flooding. 4. The finish floor elevation of the proposed dwelling is 13.47 feet (NAVD 88), which complies with the minimum 9.0-foot (NAVD 88) elevation standard. 5. Pursuant to Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 2,500 square feet of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. A WQHP prepared by. Toal Engineering, Inc. dated February 3, 2020, has been submitted and will be reviewed by the City’s Engineer Geologist. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of a LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. 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 the CBC prior to building permit issuance. 7. The project site is not located adjacent to a coastal view road, public viewpoint, public park, beach, or public accessway, as identified in the Coastal Land Use Plan. The project may be located within the viewshed of distant public viewing areas. However, the project will replace an existing single-family residence with a new single-family residence 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. 9 Zoning Administrator Resolution No. ZA2021-### Page 4 of 8 01-03-17 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. Facts in Support of Finding: 1. The project site is located on the Balboa Peninsula between the nearest public road and the sea. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence 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 Orange Street and Fern Street, which are identified by the Coastal Land Use Plan as vertical access locations. The project does not interfere with the existing nearby access to the beach. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2021-006, 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 (NBMC). Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 (Appeal to the Coastal Commission) 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 29 TH DAY OF APRIL, 2021. ____________________________ Jaime Murillo, Zoning Administrator 10 Zoning Administrator Resolution No. ZA2021-### Page 5 of 8 01-03-17 EXHIBIT “A” CONDITIONS OF APPROVAL Planning Division 1. The development shall be in substantial conformance with the approved site plan, floor plans, and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new Coastal Development Permit. 3. Coastal Development Permit No. CD2021-006 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 (NBMC), unless an extension is otherwise granted. 4. Prior to the issuance of a Certificate of Occupancy, 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 including the repair and maintenance, enhancement, reinforcement, or any other activity affecting the bulkhead, that results in any encroachment seaward of the authorized footprint of the bulkhead or other shoreline protective device. The agreement shall be binding against the property owners and successors and assigns. 5. Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of development. 6. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands or their buffers. 7. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 8. The applicant shall submit a separate Approval-In-Concept to the City and receive all required permits from the California Coastal Commission for any proposed encroachments onto the public beach along West Ocean Front. 11 Zoning Administrator Resolution No. ZA2021-### Page 6 of 8 01-03-17 9. All proposed accessory structures located within setback areas shall comply with applicable height limits consistent with Zoning Code Section 20.30.040 (Fences, Hedges, Walls, and Retaining Walls). 10. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 11. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stock-piles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 12. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 13. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 14. 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. 15. 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 12 Zoning Administrator Resolution No. ZA2021-### Page 7 of 8 01-03-17 found, one (1) or two (2) short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 16. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 17. 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. 18. 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. 19. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 20. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner, or the leasing agent. 21. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of Norton Residence including, but not limited to, Coastal Development Permit No. CD2021-006 (PA2021-024). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. Building Division 22. Prior to issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. Implementation shall be in compliance with the WQHP/WQMP and any changes could require separate review and approval by the Building Division. 13 Zoning Administrator Resolution No. ZA2021-### Page 8 of 8 01-03-17 23. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 24. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans. 25. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 14 03/13/2018 Attachment No. ZA 2 Vicinity Map 15 03/13/2018 VICINITY MAP Coastal Development Permit No. CD2021-006 PA2021-024 6806 West Ocean Front Subject Property 16 03/13/2018 Attachment No. ZA 3 Project Plans 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 HFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RARodDiaRodGradeStirrupsAnchoragePanelWidth12,3BB-RA leShear Ties Model45679 (in) (in)a1Ca2C129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD23158 - # 414 - # 413 - # 418 - # 419-3/420-5/811# 4 (min) @ 4" OC16 - # 4# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@15 - # 4HFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RARodDiaRodGradeStirrupsAnchoragePanelWidth12,3RA leShear Ties Model45679 (in) (in)a1Ca2C129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD8 - # 410 - # 419-3/420-5/8# 4 (min) @ 4" OC# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@15119 - # 411 - # 412 - # 41-1/8-STD-13-191-1/8-HS-20-301-1/8-STD-14-201-1/8-HS-20-30RodDiaRodGradeAnchoragePanel12,3UAModel456a1Ca2C78" - 10'78" - 13'14' - 20'78" - 13'14' - 20'1-1/8 HSSTD HSSTD HSSTD20HFX-12x132014HFX-15x, 18xHFX-15x, 18xBalloonHFX-21x, 24xHFX-21x, 24xBalloon1-1/8-STD-14-201-1/8-HS-23-341-1/8-HS-20-30HFX-9x142320Height301930202034301-1-2018HFX1DATE:ANCHORAGE DETAILS - HFX PANELSREVISIONS DATE1. DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SECTION17.2.3.4.3.2. STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITHDOUBLE NUTS ON THE EMBED END.3. HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7WITH A 1/2"X3"X3"(MIN) HFPW PLATE WASHER INSTALLED WITHDOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED).4. LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING ORGRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OFTHE EMBEDDED HFPW PLATE WASHER @ HS ANCHORS)5. CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THEFOOTING OR GRADE BEAM.6. CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONTAND THE BACK FACE OF THE FOOTING OR GRADE BEAM.7. SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FORNEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FORUA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA.8. FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED ATSTEM WALLS. SHEAR TIES ARE NOT REQUIRED FORINSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATIONON WOOD FRAMING, OR FOR IRC BRACED WALL PANELAPPLICATIONS.9. STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE ANDLAYOUT PATTERNS.10. CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14,SECTION 17.7.1 BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - BB - RAROD GRADE"BACK TO BACK" INSTALLATIONREINFORCED ANCHORAGEROD DIAMETERREINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - RAROD GRADEREINFORCED ANCHORAGEROD DIAMETER UNREINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - 14 - 20ROD GRADEEMBEDMENT DEPTH ( )END & EDGE DISTANCE ( & )ROD DIAMETERa1leCa2le &C2-3/4" FORPANEL ONCONCRETE A18-3/4"15-3/4"12-3/4"9-3/4"8-1/2"5-1/2"1-3/4"2-5/8"9"12"15"18"21"24"HFX-9xHFX-12xHFX-15xHFX-18xHFX-21xHFX-24x AHFX-18xHFX-9xHFX-21xHFX-24xHFX-18xHFX-9xHFX-12xHFX-15xHFX-21xHFX-24xKEY4"Min. 2'-6"Ca1Ca226" MinCa2Ca222" MinCa2Ca2Ca2Ca1Ca1Ca1Min. 2'-6"le + 1"734"1"RADIUS734"1"RADIUS212" (Min) Over-LapLENGTH(1A/HFX1)RADIUS:# 3 = 3 14" Min# 4 = 4 14" Min16"13" Min15" Max9" Min11" MaxLENGTH(1A/HFX1)RADIUS:# 3 = 1 12" Min# 4 = 2" Min212" (Min) Over-LapLENGTHRADIUS:# 3 = 1 12" Min# 4 = 2" Min212" (Min) Over-Lap B A BHFX-9xHFX-12xHFX-15xHFX-18xHFX-21xHFX-24x7-1/2"10-1/2"12"15"18"21" Length NOT REQUIRED WHENSHEAR TIES79.5" - 8'TOP OF CONCRETEA = 2-1/2" o.c.B = 1-1/4" ea Side of HDKEYA = 3" o.c.B = 1-1/2" ea Side of HDA. #4 (Min) Longitudinal RebarTop and Bottom by EORB. le - 3"C. le per TableD. le + 7"E. CL = 10" Min, 12" MaxF. 2'-2" (Min)G.to CL of Shear TieH. 1" CL @ Upper Two TiesI. Shear Ties per TableJ. 2'-6" (Min) UNO by EORK. Stirrups per TableL. Ca1 per Table 4" A B C F E A B C D F E DCURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (12" MIN WIDTH)EXTERIOR SLABINTERIOR SLABCURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (6" MIN) WIDTHEXTERIOR SLABINTERIOR SLABSTEM WALL @ OUTSIDE CORNERCURB @ OUTSIDE CORNERCURB (6" MIN) WIDTHEXTERIOR SLABINTERIOR SLAB B C D H G K I A L B C D G K I A L B C D D E CA. #4 (Min) Longitudinal RebarTop and Bottom by EORB. 12" MinC. 15" MinD. 22" MinE. CL = 6" Min, 8" MaxF. 1'-10" (Min)G.to CL of Shear TieH. 1" CL @ Upper Two TiesI. Shear Ties per TableJ. 2'-6" Min UNO by EORK. Stirrups per TableL. Ca1 per TableA. Shear Ties per UA TableB. 10" Max or per PlansC. le per TableD. Ca2 per TableE.to CL of Shear TieF. 1" CL @ Upper Two TiesG. Shear Ties per RA Tablewhen Top of Concrete is8" above Top of SlabH. 12" MinI. Ca1 per Table J JHFB7 A1. ANCHORAGE IS DESIGNED FOR TENSION ANDSHEAR TRANSFER ONLY, FOUNDATION DESIGNPER EOR.2. REINFORCEMENT SHOWN IS THE MINIMUMREQUIREMENT AND IS NOT INTENDED TOREPLACE REINFORCEMENT DESIGNED BY THEEOR.3. FOR RA AND BB-RA INSTALLATIONS, THEHFXBB BOLT BRACE MAY BE PLACED ON TOPOF THE STIRRUPS WITH DOUBLE-NUTSINSTALLED AT EMBED END OF STANDARDGRADE ANCHOR RODS. (NOTE:12" x 3" x 3" MIN.HFPW PLATE WASHERS ARE REQUIRED TO BEDOUBLE-NUTTED AT EMBED END OF HIGHSTRENGTH ANCHOR RODS.)4. HIGH STRENGTH ALL-THREAD RODS PROVIDEDBY HARDY FRAMES ARE STAMPED ON BOTHENDS.WidthModelModelEDGE VIEW2 - # 31 - # 3 (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) H G F H I IEdge DistanceEnd Distance2-3/8"6-1/4"7-3/8"8-3/8"9-3/8"10-3/8"2-3/8"3-1/2"4-1/4"5"5-1/2"6"Shear Ties 7,8HFX-12xHFX-15x123AB1A1B2A2B3A3BHFX ANCHOR CENTERLINESIMPORTANT NOTESUA SECTIONS & ELEVATIONSUA SHEAR TIESRA SHEAR TIES & STIRRUPSRA SECTIONS & ELEVATIONSBB-RA SECTIONS & ELEVATIONSBB-RA SHEAR TIES & STIRRUPSUNREINFORCED ANCHORAGE (UA)REINFORCED ANCHORAGE (RA)BACK TO BACK REINFORCED ANCHORAGE (BB-RA)TABLE NOTESIMPORTANT!32 REVISIONSDATEFRAMING DETAILS - HFX PANELSDATE:NOTE:ATTACHMENTS TO ADJACENTTRIMMERS MAY BE MADE ATPREPUNCHED SCREW HOLES ORWITH SELF TAPPING SCREWS(#12 AT EDGES, #10 AT FACE).SECTION BSECTION AOPTIONAL INSTALLATION WITHHARDY FRAME BASEEXTENSION (HFBX) FORADJACENT FRAMINGHFBX#10 SELF-TAPPING SCREWSAT FACE OF PANEL.(BUGLE HEAD WITH SELFDRILLING TIP SHOWN) #12 SELF-TAPPING SCREWSAT EDGE OF PANEL.(BUGLE HEAD WITH SELFDRILLING WING TIP SHOWN)BUGLE HEAD WAFER HEADFLAT TRUSSMODIFIED TRUSSHEX HEADSELF DRILLING TIP SELF DRILLING WING TIP#10 SELF-TAPPING SCREWSAT FACE OF PANEL.(HEX HEAD WITH SELFDRILLING TIP SHOWN)NOTES:A. SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANELFACE WITH # 10 SELF-TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC.B. ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF-TAPPING SCREWS.C. STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL.D. STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12GAUGE. 21" PANEL 24" PANEL 18" PANEL 9" PANEL 12" PANEL 15" PANEL15" Width = 863-1/2HFX-15,18,21 & 24x14164-1/41-1/8HFX-15,18,21 & 24x15HFX-15,18,21 & 24x16HFX-15,18,21 & 24x17176-1/4188-1/4200-1/4 Top Screw Qty (ea)18" Width = 1021" Width = 1224" Width = 14 1Hold DownDiameter (in)HFX-15,18,21 & 24x18HFX-15,18,21 & 24x19HFX-15,18,21 & 24x20212-1/4224-1/4236-1/4Screw QtyAvailable atEdges (ea)7843-1/292-1/41-1/8HFX-12,15,18,21 & 24x9HFX-12,15,18,21 & 24x10HFX-15,18,21 & 24x11104-1/4116-1/4128-1/4 ModelNumber Net Height (in) Depth (in) 1Hold DownDiameter (in)HFX-15,18,21 & 24x12HFX-15,18,21 & 24x13140-1/4152-1/4Screw QtyAvailable atEdges (ea)56HFX-12,15,18,21 & 24x7878HFX-9x79.579-1/2 Top Screw Qty (ea) ModelNumber Net Height (in) Depth (in) 23 23PANCAKE FIXTUREAS NEEDEDINSTALLATION INSTRUCTIONS1. WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED ROUNDWASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP SOCKET(RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTSARE PROVIDED IN TABLE NOTE 1.2. INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLEVALUES. CONFIRM WITH THE DESIGN PROFESSIONAL BEFORE INSTALLINGON OTHER SUPPORTING SURFACES.3. USE 1/4"X4-1/2" MITEK PRO SERIES WS SCREWS AT TOP CONNECTIONSWITH A 2x FILLER. IF THE TOP OF PANEL IS IN DIRECT CONTACT WITH THECOLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3"(MINIMUM)4. FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE, OR WHENSPECIFIED BY THE DESIGN PROFESSIONAL, ADJACENT KING POSTS TOBRACE THE OUT-OF-PLANE HINGE CAN BE CONNECTED WITH 1/4" DIA.SCREWS THROUGH PRE-PUNCHED HOLES AT THE PANEL EDGES.1. HOLD DOWN ANCHOR BOLTS CONNECT TO THE PANEL BASE WITHHARDENED ROUND WASHERS BELOW GRADE 8 NUTS. ALTERNATEWASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACHBOLT. ALTERNATE NUTS ARE 2H HEAVY HEX.2. 1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM)WHEN ATTACHED DIRECTLY TO THE COLLECTOR AND 4-1/2" (MINIMUM)WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THEPANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP CHANNELTHAT IS GREATER THAN 1-1/2" OR WHEN SPECIFIED BY THE DESIGNPROFESSIONAL.HFX-9x893-3/41. (A) PRE-WELDED STRAPS ARE PROVIDED ON 78" AND 79-1/2" PANEL HEIGHTS.THEY ARE AVAILABLE FOR OTHER HEIGHTS UPON REQUEST.(B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED.THE DESIGN AND CONNECTION IS BY THE DESIGN PROFESSIONAL.2. A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) WS SCREWS IS PERMITTED.3. WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THEBUILDING DESIGN PROFESSIONAL.4. A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED INTHE UPPER HALF OF THE PANEL HEIGHT AND IS 4" MINIMUM FROM ANYEDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BEOFFSET 1" MINIMUM FROM THE 3" DIA. PREPUNCHED HOLE. FOR HOLESLARGER THAN 1" DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACTMITEK HARDY FRAME TECHNICAL SUPPORT AT (800) 754-3030.11. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL.321. TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN ANDCONNECTIONS BY BUILDING DESIGN PROFESSIONAL.2. 6x HEADER.3. WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLYIN THE PANEL CAVITY AS NEEDED.4. WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED.1124311. PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI NON-SHRINKGROUT (MINIMUM).2. NUT AND WASHER GRADES PER TABLE NOTE 1.1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.1221. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDEDBETWEEN PANEL BASE AND TREATED PLATE.2. NUTS AND WASHERS PER TABLE NOTE 1.211. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEENPANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THEPANEL EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE ORWHEN SPECIFIED BY DESIGN PROFESSIONAL.2131. WOOD FILLER WITH USP MP4F CONNECTORS BOTH SIDES, QUANTITY BYBUILDING DESIGN PROFESSIONAL.2. 1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGHPRE-PUNCHED HOLES IN PANEL EDGES REQUIRED WHEN INSTALLING AFILLER GREATER THAN 1-1/2" ABOVE TO BRACE OUT-OF-PLANE HINGE ORWHEN SPECIFIED BY THE DESIGN PROFESSIONAL.4. PRE-DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF PANEL NO LESSTHAN 2-1/4" OC AND INSTALL 1/4" DIA. WOOD SCREWS INTO 2x (MIN.) WOOD"LEDGER" IN PANEL CAVITY.5. CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL.453121. CAVITY ORIENTED FOR CONNECTION ACCESS.2. NUTS AND WASHERS PER TABLE NOTE 1.3. NOMINAL 8 INCH FRAMING ABOVE (MIN).4. A 2x FILLER WITH 1/4" x 4-1/2" MINIMUM WS SCREWS IS PERMITTED.5. FIELD INSTALLED WOOD BACKING AS NEEDED.SECTION A51432 9" Width = 512" Width = 615" Width = 818" Width = 1021" Width = 1224" Width = 14311. 1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES2. 1/4" x 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES3. 2x WOOD FILLER.2HFX-12,15,18,21 & 24x8HFX21-1-2018TMTM ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETENOTE:TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITYTOWARD THE FIXTURE BEING INSTALLED.TRIMMERS PERDESIGN PROFESSIONALOPTIONALSOFFIT31B21A4FILLER GREATER THAN 1-1/2 IN.63BACK TO BACK INSTALLATION81125710149ABCDRAISED FLOOR HEAD-OUTINSTALLATION ON 2x PLATESTEEL BEAM ABOVE THRU-BOLTTOP PLATE CONNECTIONSINSTALLATION ON CONCRETEINSTALLATION ON NUTS & WASHERS6x HEADER ABOVE-SECTIONSTOP CONNECTION TO HEADERINSTALLATION ON CURBHFX PANELS 78 IN. THROUGH NOMINAL 13 FEETBALLOON PANELS 14 FEET THROUGH 20 FEET5a5bBA341. STEEL BEAM PER PLANS2. ALL THREAD RODS THRU-BOLTED TO STEEL BEAM BY BUILDINGDESIGN PROFESSIONAL.3. NUTS AND WASHERS PER TABLE NOTE 1.4.HARDY FRAME STACKING WASHERS (HFSW( REQUIRED TO BEWELDED INSIDE TOP CHANNEL OF LOWER PANEL.5.HARDY FRAME "STK" PANEL WITH STACKING WASHERS WELDEDINSIDE THE TOP CHANNEL BY MANUFACTURER.125 RAKE WALL INSTALLATION33 Community Development Department CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT 100 Civic Center Drive Newport Beach, California 92660 949 644-3200 newportbeachca.gov/communitydevelopment Memorandum To: From: Date: Re: Zoning Administrator David S. Lee, Associate Planner April 28, 2021 PA2021-024 Updated Plan ________________________________________________________________ Good afternoon, Please see the updated page 1 of proposed plans for the Norton Residence Coastal Development Permit (PA2021-024). The changes have been clouded in red. Thank you. Zoning Administrator - April 29, 2021 Item No. 3a Additional Materials Received From Staff Norton Residence CDP (PA2021-024) b e a c h EXISTING STRUCTUREEXISTING STRUCTURES 34°00'01" E 75.00'S 33°56'54" E 75.00'N 55°16'47" W 30.11' a l l e y N 55°16'47" W 30.04'a0.0a0.0a0.0a0.0site plan + project data1/4"=1'-0"copyright 2021job #203317 march 2021c6806 w. oceanfrontnewport beach, californianortonarchitectsean nortonc l i e n t :newport beach, california 926636806 w. oceanfrontnewport beach, california 9266362 balboa covestel949.637.5220residence9266302'8'4'site/roof plan2sheet indexproject consultantsXsymbols legendXdeferred submittalspublic works notesnorthvicinity map1north 1'project dataproject dataref.northn o rt h Zoning Administrator - April 29, 2021 Item No. 3a Additional Materials Received From Staff Norton Residence CDP (PA2021-024) Mr. Lee, Thank you for providing the revised 4/1/21 preliminary plans for the Norton project at 6806 W Oceanfront. For reference, see attached annotated plans (pdfs Page 1-8b) and digital images of existing structures. This is a summary of issue/questions: 1.Notation “existing to remain during construction” (Page 7) We need to know if there is a different intention after construction with regard to all the wall/fence structures abutting the property line (P/L) 2.Is Master deck asymmetry: 5’-3 3/8” on 6804 side and 5’-0 1/4” on 6808 side and length 24’-0 1/2” allowed by city regulations and set backs? (Page 2) 3.Is our property 6806 is listed on WQHP correctly now? Does this mean our property will be used or disrupted? Has a separate application been submitted as requested by the city? 4.Project area boundary still appears to cross onto our 6804 side of P/L (Page 6) 5.Existing 6806 22’ wood fence and gate are not depicted correctly In reality it the fence/gate extends to alley set back and is on 6806 side of P/L •Length incorrect (Page 1,3,4,5,7) •Relation to the P/L incorrect (Page 1,3,4,5,7,8b) 6.6804 CMU/fence structures not depicted correctly in relation to P/L (Page 3,4,5) 7.6806 wood fence transition to 6804 CMU wall is not drawn correctly on any page (see annotation on Page 5). 8.Proposed Residence position relative to the P/L at the beach and alley differs: parallel (Page 8b) vs. angled (Page 4 and 5) •Which version is correct? •Are the required minimum front/back/side set backs met? 9.N 55º 16’47”W differs in length: 30.11’ (Pages 1, 3, 4, 5, 7) and 30.05” (Page 8b) 10.Gravel bags cross the P/L (Page 5) 11.Existing 6804 wall differs in relation to the P/L on different pages and appears to be over the property line (Page 1,3,4) instead of on our 6804 side of the P/L (Page 5—) 12.Is the extension into the rear setback of the master deck and the extension of the 2nd ﬂoor into the front setback allowed by the City? (8a) 13.Is roof overhang on 6804 side in compliance with regulations? (Page 9) 14.No NW project area boundary line (Page 6) Existing 6804 Grading and Drainage system abuts the 6806 Project site and drains the NE side of our property. The drainage system consists of two sets of drainage pipes and corresponding outﬂow drains - near the patio and near the 5’ set back at the alley. Together, with the grade at the surface, these drain the patio, side yard, and carport along the entire length of the NE side of our property. If either the two sets of pipes and drains or the grade are altered or disrupted above or below ground, this would cause ﬂooding of our property. Zoning Administrator - April 29, 2021 Item No. 3b Additional Materials Received Norton Residence CDP (PA2021-024) Mr. Lee are you able to conﬁrm: 1.The existing 6804 grading and drainage and grade system will not be affected or disrupted during the 6806 project work. 2.Our existing 6804 wall and fence structures (64ft in length) which were permitted/ approved are to remain indeﬁnitely (not just during construction). 3.Project area boundary will be moved onto the 6806 side of the P/L. 4.Our property at 6804 should be listed on the WQHP and/or additional applications are required but 6806 project work will not involve our property at 6804 5.If the additional plan for the 6806 patio at the beach side been submitted. Sincerely, Nader Please see: -4 digital images on next page -Separate email with “Images for Mr. Lee” with individual pdf of each Page 1,2,3,4,5,6,7,8a, 8b with our comments and concerns Zoning Administrator - April 29, 2021 Item No. 3b Additional Materials Received Norton Residence CDP (PA2021-024) Zoning Administrator - April 29, 2021 Item No. 3b Additional Materials Received Norton Residence CDP (PA2021-024)