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HomeMy WebLinkAbout03_Davis Residence_PA2017-195CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Davis Residence (PA2017-195) Coastal Development Permit No. CD2017-084 SITE LOCATION: 720 Via Lido Nord APPLICANT: Eric Aust Architect OWNER: Robin & Lyle Davis PLANNER: Melinda Whelan, Assistant Planner 949-644-3221, mwhelan@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT January 25, 2018 Agenda Item No. 3 • General Plan: RS -D (Single -Unit Residential) • Zoning District: R-1 (Single -Unit Residential) • Coastal Land Use Category: (RSD -C) Single -Unit Residential Detached — (10.0-19.9 DU/AC) • Coastal Zoning District: R-1 (Single -Unit Residential) PROJECT SUMMARY A coastal development permit (CDP) for the demolition of an existing single-family dwelling and the construction of a new, 3,695 -square -foot, two-story single-family dwelling including a 464 -square -foot two -car garage. The project includes hardscape, drainage, and landscaping improvements, and the replacement of the existing bulkhead. The proposed development complies with all applicable development standards including height, setbacks, and floor area limits. No deviations are requested. The CDP does not propose any development bayward of the existing bulkhead. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 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. CD2017-084 (Attachment No. ZA 1). 08/17/2017 Davis Residence Zoning Administrator, January 25, 2018 Page 2 Land Use and Development Standards • The subject property is located in the R-1 Coastal Zoning District, which provides for single -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required and the property is not eligible for a Waiver for De Minimis Development because the property is located in the Appeal Area. • The property currently consists of one legal lot developed with a single-family residence. The neighborhood is predominantly developed with two- and three- story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development consistent with applicable development standards. • 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. Front Water 10 feet 10 feet Sides 3 feet 3 feet Second Front Via Lido Nord 4 feet 4 feet Allowable Floor Area 4,408 square feet 3,695 square feet Allowable 31 Floor Area 330 square feet 0 square feet Open Space 331 square feet 464 square feet Parkin 2 -car garage 2 -car garage Height 24 feet flat roof 29 feet sloped roof 24 feet flat roof and sloped roof Hazards • The development fronts the Lido Chanel of the Newport Bay and is a private bayfront parcel. The project site is protected by an existing cast -in-place concrete bulkhead with the top of the bulkhead elevation at 8.00 feet (NAVD88). A Bulkhead Conditions Report was prepared by William, Simpson & Associates on November 7, 2017, and concluded that the existing concrete bulkhead was in very poor condition, exhibiting obvious signs of distress in the format of significant unrepairable cracks. Therefore, the existing bulkhead is proposed to be replaced in the same location with a new bulkhead to protect the existing principal structure Tmplt 10/10/17 Davis Residence Zoning Administrator, January 25, 2018 Page 3 and adjacent development. The top of bulkhead elevation is proposed to be 10 feet (NAVD88), exceeding the City's Harbor Design Criteria standard of 9.82 feet NAVD88 (10.0 feet MLLW), will remain in alignment with adjacent protective devices. and is not located in State tidelands. • A Coastal Hazard and Sea Level Rise Analysis was prepared by GeoSoils, Inc., dated June 12, 2017, for the project. The report concludes that with the proposed replacement bulkhead with a top of wall elevation of 10.0 feet NAVD88, the project will not be adversely impacted by potential coastal hazards, including sea level rise over the next 75 years. The need for a new shoreline -protective device is not anticipated over the economic life of the proposed development. Furthermore, if the bulkhead is found to not adequately protect the development for the actual sea level rise over the next 75 to 100 years, the bulkhead assembly allows an increase in height without further seaward encroachment. The bay water elevation (currently maximum 7.2 NAVD88) is estimated to rise to 8.62 feet NAVD88 based on the minimum estimates for sea level rise provided by the National Research Council 2012 Sea Level Rise (SLR) estimates. Therefore, the new bulkhead with a height of 10 feet NAVD88 is sufficient to protect the project site. • The finish floor elevation of the proposed dwelling is 10.75 feet (NAVD88), which complies with the minimum 9.00 feet (NAVD88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation (currently 7.2 NAVD88) will not exceed the proposed finished floor elevation (10.75 feet NAVD88) beyond the year 2100 using the minimum estimates for sea level rise from the National Research Council 2012 SLR estimates. Flood shields (sand bags and other adaptive methods) can be deployed across the openings to protect and prevent flooding to the structure associated with greater than anticipated sea level rise. • Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property ownerwill be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are Tmplt 10/10/17 Davis Residence Zoning Administrator, January 25, 2018 Page 4 reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality The applicant provided a Construction Pollution Prevention Plan (CPPP) pursuant to Section 21.35.030 (Construction Pollution Prevention Plan) of the Municipal Code to implement temporary Best Management Practices (BMP's) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived from construction chemicals and materials. A CPPP has been reviewed and approved by the City's Engineer Geologist. Construction plans and activities will be required to adhere to the approved CPPP. Pursuant to Municipal Code Section 21.35.050 (Water Quality and Management Plan), due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. The WQMP has been reviewed and approved by the City's Engineer Geologist. The WQMP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. Public Access 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 bayfront is available approximately 175 feet west of the site at the terminus of Via San Remo and the Lido Chanel, where there is park and beach. Additionally, there is another public park and beach approximately 400 feet east of the site at the terminus of intersection of Via Waziers and the Lido Chanel. The proposed residence is not located near Public View Points or Coastal View Roads, as designated in the Coastal Land Use Plan. 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. Tmplt 10/10/17 J Davis Residence Zoning Administrator, January 25, 2018 Page 5 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 one single-family residence and the construction of a new 3,695 -square - foot single-family residence including a two -car attached garage. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: Melinda Whelan Assistant Planner JM/msw Attachments Tmplt 10/10/17 ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans 5 Attachment No. ZA 1 Draft Resolution 08/17/2017 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-084 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND ATTACHED 2 -CAR GARAGE LOCATED AT 720 VIA LIDO NORD (PA2017-195) 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 Architect on behalf of Robin and Lyle Davis, with respect to property located at 720 Via Lido Nord, requesting approval of a coastal development permit. 2. The lot at 720 Via Lido Nord is legally described as Lot 47 in Tract 907 in the City of Newport Beach of the County of Orange, California. 3. The applicant proposes a coastal development permit (CDP) for the demolition of an existing single-family dwelling and the construction of a new, 3,695 -square -foot, two-story single-family dwelling including a 464 -square -foot two -car garage. The project includes hardscape, drainage, and landscaping improvements, and the replacement of the existing bulkhead. The proposed development complies with all applicable development standards including height, setbacks, and floor area limits. No deviations are requested. The CDP does not propose any development bayward of the existing bulkhead. 4. The subject property is designated RS -D (Single -Unit Residential Detached) by the General Plan Land Use Element and is located within the R-1 (Single -Unit Residential) Zoning District. 5. The subject property located within the coastal zone. The Coastal Land Use Plan category is Single Unit Residential Detached (RSD -C) and it is located within the Single -Unit Residential (R-1) Coastal Zone District. 6. A public hearing was held on January 25, 2018, in the Corona del Mar Conference Room (Bay E-1 st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place, and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the 12-21-2017 Zoning Administrator Resolution No. #### Paqe 2 of 8 California Environmental Quality Act (CEQA) under, because it has no potential to have a significant effect on the environment. 2. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,695 -square - foot single-family residence and attached 464 -square -foot 2 -car garage. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 4,408 square feet and the proposed floor area is 3,695 square feet. b. The proposed development provides the minimum required setbacks, which are 10 feet along the water front, 3 feet along each side property line and 4 feet along the second frontage property line abutting the Via Lido Nord. The highest guardrail and roof ridge are less than 24 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 4,000 square feet or less of habitable floor area. 2. The neighborhood is predominantly developed with two- and three-story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The development fronts the Lido Chanel of the Newport Bay and is a private bayfront parcel. The project site is protected by an existing cast -in-place concrete bulkhead with the top of the bulkhead elevation at 8.00 feet (NAVD88). A Bulkhead Conditions Report was prepared by William, Simpson & Associates on November 7, 2017, and concluded that the existing concrete bulkhead was in very poor condition, exhibiting obvious signs 12 -Zi -2017 g Zoning Administrator Resolution No. ##1## Paqe 3 of 8 of distress in the format of significant unrepairable cracks. Therefore, the existing bulkhead is proposed to be replaced in the same location with a new bulkhead to protect the existing principal structure and adjacent development. The top of bulkhead elevation is proposed to be 10 feet (NAVD88), exceeding the City's Harbor Design Criteria standard of 9.82 feet NAVD88 (10.0 feet MLLW), will remain in alignment with adjacent protective devices, and is not located in State tidelands. 4. A Coastal Hazard and Sea Level Rise Analysis was prepared by GeoSoils, Inc., dated June 12, 2017, for the project. The report concludes that with the proposed replacement bulkhead with a top of wall elevation of 10.0 feet NAVD88, the project will not be adversely impacted by potential coastal hazards, including sea level rise over the next 75 years. The need for a new shoreline -protective device is not anticipated over the economic life of the proposed development. Furthermore, if the bulkhead is found to not adequately protect the development for the actual sea level rise over the next 75 to 100 years, the bulkhead assembly allows an increase in height without further seaward encroachment. The bay water elevation (currently maximum 7.2 NAVD88) is estimated to rise to 8.62 feet NAVD88 based on the minimum estimates for sea level rise provided by the National Research Council 2012 Sea Level Rise (SLR) estimates. Therefore, the new bulkhead with a height of 10 feet NAVD88 is sufficient to protect the project site. 5. The finish floor elevation of the proposed dwelling is 10.75 feet (NAVD88), which complies with the minimum 9.00 feet (NAVD88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation (currently 7.2 NAVD88) will not exceed the proposed finished floor elevation (10.75 feet NAVD88) beyond the year 2100 using the minimum estimates for sea level rise from the National Research Council 2012 SLR estimates. Flood shields (sand bags and other adaptive methods) can be deployed across the openings to protect and prevent flooding to the structure associated with greater than anticipated sea level rise. 6. 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. 7. 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. 12-21-2017 9 Zoning Administrator Resolution No. #### Paqe 4 of 8 8. The applicant provided a Construction Pollution Prevention Plan (CPPP) pursuant to Section 21.35.030 of the Municipal Code, 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 CPPP was reviewed and approved by the City's Engineer Geologist. Construction plans and activities will be required to adhere to the approved CPPP. 9. Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. A WQHP prepared by Toal Engineering, Inc. dated September 13, 2017, has been reviewed and approved by the City's Engineer Geologist The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs 10. 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 11. The property is not located near designated Public Viewpoints or Coastal View Roads and will not impact public coastal views. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: The project site is located between the nearest public road and the sea or shoreline; the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. 2. Vertical access to the bay front is available approximately 175 feet west of the site at the terminus of Via San Remo and the Lido Chanel where there is park and beach. Additionally there is another public park and beach approximately 400 feet east of the site at the terminus of intersection of Via Waziers and the Lido Chanel. 3. The proposed residence is not located near Public View Points or Coastal View Roads, as designated in the Coastal Land Use Plan. 12-21-2017 10 Zoning Administrator Resolution No. ##1## Paqe 5 of 8 SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-084, 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 25TH DAY OF JANUARY 2018. Patrick J. Alford, Zoning Administrator 12-21-2017 11 Zoning Administrator Resolution No. ##1## Paqe 6 of 8 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. Prior to the issuance of a building permit, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices 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. 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. The replacement bulkhead shall meet the minimum City's Harbor Design Criteria standard of 9.82 feet NAVD88 (10.0 feet MLLW), and remain in alignment with adjacent protective devices. 5. 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. 6. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 7. This Coastal Development Permit does not authorize any development seaward of the private property. 8. Best Management Practices (BMP's) and Good Housekeeping Practices (GNP's) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Pollution Prevention Plan (CPPP). 12-21-2017 12 Zoning Administrator Resolution No. #### Paqe 7 of 8 9. 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. 10. 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. 11. 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. 12. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 13. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 14. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Coastal Development Permit. 15. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 16. Prior to issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 17. Prior to issuance of a building permit, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 18. Prior to issuance of a building permits, the approved CPPP and WQMP shall be submitted with the Building Permit plans. Implementation shall be in compliance with the approved CPPP and WQMP and any changes could require separate review and approval by the Building Division. 12-21-2017 i3 Zoning Administrator Resolution No. ##1## Paqe 8 of 8 19. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 20. 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. 21. 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. 22. Prior to the issuance of a building permit for the replacement bulkhead, the applicant shall obtain approval from the Army Corps of Engineers and the Regional Water Quality Board. 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. CD2017-084 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 25. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of Davis Residence including, but not limited to, Coastal Development Permit No. CD2017-084 (PA2017-195). 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. 12-21-2017 Attachment No. ZA 2 Vicinity Map 08/17/2017 25 VICINITY MAP Coastal Development Permit No. CD2017-084 PA2017-195 720 Via Lido Nord Attachment No. ZA 3 Project Plans Oa/17/z017 17 deferred submittals THE FOLLOWING PLANS WILL BE SUBMITTED BY OTHERS UNDER SEPARATE PERMIT; ARCHITECT + ENGINEER OF RECORD TO REVIEW, CERTIFY AND APPROVE DRAWINGS PRIOR TO SUBMITTAL: -FIRE SPRINKLER DRAWINGS (SPRINKLERS SHALL COMPLY WITH NFPA 13D) (*OBTAIN FIRE SPINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION) -AIR CONDITIONING CONDENSER SOUND ATTENUATION DESIGN; CONTRACTOR SHALL DETERMINE EXACT CONDENSER SPECIFICATION AND PROVIDE SOUND LEVEL DATA PER CITY REQUIREMENTS CONDENSERS SHALL BE LOCATED WITHIN ALCOVE OUTSIDE GARAGE WELL SHOWN ON 1st FLOOR -ROOF TRUSS DESIGN AND CALCULATIONS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO THEIR DELIVERY ON SITE. PROVIDE A KEY PLAN WITHIN THE TRUSS PLANS IDENTIFYING ALL TRUSSES AND DRAG TRUSSES ALONG WITH THE REQUIRED CAPACITY OF THE DRAG ELEMENT public works notes 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY/EASEMENTS 2. A CITY ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD PRIVATE IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY/EASEMENTS. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18 3. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 4. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN 'A' LICENSED GENERAL ENGINEERING CONTRACTOR. 5 ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN 'A' LICENSED GENERAL ENGINEERING CONTRACTOR. FRONT SETBACK---. SIDE SETBACK ------------------------------------ EXISTING CURB�- I PROPERTY LINE I DEMOLITION PLAN ILI) m l ELEVATION MARK I i o X a DEMOLITION PLAN ILI) m i ELEVATION MARK w o X DETAIL MARK = PROJECT DESCRIPTION: o GLASS ELEVATION ALLIANCE 24 TITLE REF. SHEET A5.0 O DOOR NUMBER O CD TEL 530.753.7510 ° REF. SHEET A4.0 I � GEOTECHNICAL ENGINEER: 2016 CALIFORNIA BUILDING CODE •' 2016 CALIFORNIA MECHANICAL CODE I EXISTING WATER METER TO 1200 W. COMMONWEALTH AVENUE 2016 CALIFORNIA ELECTRICAL CODE REMAIN; PROTECT IN PLACE 2016 CALIFORNIA ENERGY CODE (TITLE -24) TEL 714.870.1211 DURING CONSTRUCTION CONSTRUCTION TYPE: TYPE V -B SPRINKLERED SIDE SETBACKS 1 I -------------------------------EABL= -- I I EXISTING STREET TO REMAIN AS IS; PROTECT DURING CONSTRUCTION GAS OVERH symbols legend BUILDING ELEVATION DEMOLITION PLAN REF. SHEET A3.0 A3.0 ELEVATION MARK —ELEVATION INFO 720 VIA LIDO NORD X DETAIL MARK EXTERIOR ELEVATIONS PROJECT DESCRIPTION: A6.0 GLASS ELEVATION ALLIANCE 24 TITLE REF. SHEET A5.0 O DOOR NUMBER 01 REF. SHEET A5.0 TEL 530.753.7510 INTERIOR ELEVATIONS REF. SHEET A4.0 GENERAL NOTES: ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATION DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 CALGREEN CODE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: ERIC AUST ARCHITECT SHALL SERVE AS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FOR THIS PROJECT AND 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; (CBC APPENDIX CHAPTER 1, 106.3.4) COUNTY BENCH MARK / SURVEY: PER THE SURVEY PREPARED BY RDM SURVEYING, INC., ELEVATION = 12.22 NAVD 88 DATUM EXISTING 2 STORY HOUSE TRASH CONTAINER STORAGE ALONG SIDE NEW 6' HIGH C.M.U. FENCE 1 -HOUR EAVE AT SIDE PROPERTY LINES; SEE SHEET A2.0 FOR LOCATION AND DETAIL 2/A6.0 — project data HOUSE AREA: EXISTING TOTAL LIVABLE AREA 2,387 S.F. (TO BE DEMOLISHED) EXISTING GARAGE AREA 400 S.F. + (TO BE DEMOLISHED) TOTAL AREA TO BE DEMOLISHED 2,787 S.F. PROPOSED 1st FLOOR 1,458 S.F. PROPOSED 2nd FLOOR 1,621 S.F. + PROPOSED TOTAL LIVABLE AREA 3,079 S.F. GARAGE AREA: PROPOSED TWO CAR GARAGE AREA 616 S.F. FLOOR AREA LIMIT: (*CITY OF NEWPORT BEACH) 2,204 BUILDABLE LOT AREA: 2x BUILDABLE LOT AREA = 4,408 S.F. 3,695 S.F. (3,079 + 616) < 4,408 S.F. ALLOWABLE = O.K. FLOOR AREA LIMIT: (*LIDO ISLE H.O.A.) 2,204 BUILDABLE LOT AREA: 1.7x BUILDABLE LOT AREA = 3,747 S.F. 3,695 S.F. (3,079 + 616) < 3,747 S.F. ALLOWABLE = O.K. OPEN SPACE REQUIREMENT: 15% OF BUILDABLE LOT AREA TO BE OPEN SPACE 2,204 S.F. BUILDABLE LOT x 0.15 = 331 S.F. OPEN SPACE 285 S.F. (2nd FLOOR AT STREET) 179 S.F. (2nd FLOOR AT REAR DECK FACING BAY) + 464 S.F. OPEN SPACE 464 S.F. OPEN SPACE > 331 S.F. = O.K. OPEN SPACE REQUIREMENT ALONG STREET FRONTAGE: (LIDO ISLAE H.O.A.) 2,204 BUILDABLE LOT AREA 15% OF BUILDABLE LOT AREA TO BE OPEN SPACE ALONG VIA LIDO NORD 331 S.F. REQUIRED < 334 S.F. OPEN SPACE PROVIDED (PER LIDO ISLA H.O.A. REQUIREMENTS) BUILDING HEIGHT: (*CITY OF NEWPORT BEACH) MAX. ALLOWABLE BUILDING HEIGHT: 29' (TO PEAK OF SLOPED ROOF) ACTUAL BUILDING HEIGHT: 23'-10 1/2" (FROM ROOF PEAK TO ESTABLISHED GRADE) BUILDING HEIGHT: (*LIDO ISLE H.O.A.) MAX. ALLOWABLE BUILDING HEIGHT: 24' (TO PEAK OF ALL STRUCTURES FROM AVG. CURB) ACTUAL BUILDING HEIGHT: 23'-7 3/4" (FROM ROOF PEAK TO AVERAGE GRADE) ROOF VENTILATION: UPPER, 3rd FLOOR ROOF: NOT REQUIRED SINCE EXPANDED ICENYNE INSULATION TO BE USED PROPERTY LINE PROVIDE ICYNENE OPEN CELL ROOF INSULATION, TYP. THROUGHOUT; PROMDE R-38 MIN. AT ALL ROOFS EXISTING 2 STORY HOUSE 6 LC 6[NL11 FELL,) 00 PROVIDE NEW FLAT CONCRETE ROOF TILE; EAGLE ROOFING PRODUCTS "BEL AIR" STYLE #4697, "CHARCOAL RANGE" COLOR (CLASS A ASSEMBLY) OVER 30 LB. FELT UNDERLAYMENT OVER Z" CDX PLYWOOD SHEATHING, TYP.; INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECS. ESR -1009 TILE FINISH (TO BE SELECTED) OVER DEX-O-TEX DECK COATING SYSTEM \ (ESR -1757) OR SIMILAR WATERPROOF DECK MEMBRANE SYSTEM; SLOPE TOWARDS DFCK DRAINS AT OUTSIDF FDGFS A project data DEMOLITION PLAN PROJECT NAME: 1st FLOOR PLAN LYLE + ROBIN DAVIS 2nd FLOOR + ROOF PLAN 720 VIA LIDO NORD EXTERIOR ELEVATIONS NEWPORT BEACH, CA 92663 EXTERIOR ELEVATIONS PROJECT DESCRIPTION: BUILDING SECTIONS DEMOLITION OF EXISTING 5 BEDROOM 2,387 S.F. HOUSE, ALLIANCE 24 TITLE AND ATTACHED 2 CAR GARAGE. 140 "B" STREET, SUITE 5-276 PROJECT TO CONSIST OF A NEW 3,079 S.F., SINGLE DAMS, CA 95616 FAMILY RESIDENCE WITH 614 S.F. ATTACHED, ENCLOSED TEL 530.753.7510 3 CAR GARAGE APPLICABLE CODES: 2016 CALIFORNIA RESIDENTIAL CODE GEOTECHNICAL ENGINEER: 2016 CALIFORNIA BUILDING CODE COAST GEOTECHNICAL, INC. 2016 CALIFORNIA MECHANICAL CODE CONTACT: DAN HERC 2016 CALIFORNIA PLUMBING CODE 1200 W. COMMONWEALTH AVENUE 2016 CALIFORNIA ELECTRICAL CODE FULLERTON, CA 92833 2016 CALIFORNIA ENERGY CODE (TITLE -24) TEL 714.870.1211 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE CONSTRUCTION TYPE: TYPE V -B SPRINKLERED OCCUPANCY GROUP: R3 U (ATTACHED GARAGE) ZONING: R-1 - SINGLE FAMILY RESIDENTIAL ASSESSOR'S PARCEL NO.: A.P.N.: 423-253-01 PARKING REQUIREMENTS: 2 COVERED PARKING SPACES PROVIDED IN AN ATTACHED, COVERED GARAGE SETBACKS: ALLOWABLE PROPOSED SOUTH PROPERTY LINE (FRONT/STREET): 4' 4' NORTH PROPERTY LINE (REAR/BAY): 10' 10' WEST PROPERTY LINE (SIDE): 3' 3' EAST PROPERTY LINE (SIDE): 3' 3' FIRE SPRINKLERS: FIRE SPRINKLERS ARE REQUIRED WITHIN THIS STRUCTURE AND SHALL BE SUBMITTED AS A DEFERRED SUBMITTAL UNDER A SEPARATE PERMIT LOT SQUARE FOOTAGE: 3,150 S.F. LANDSCAPE AREA: 54 S.F. SPA AND ALL ACCESSORIES TO BE PLACED ON ROOF DECK SHALL NOT EXCEED 24' HEIGHT LIMIT (+35.92') DECK DRAIN AND SEPERATE OVERFLOW; DRAIN TO GROUND --------------------------------- 21'-7° EXISTING 6' HIGH FENCE TO REMAIN PROPERTY LINE EXISTING POOL s' SIDE SETBACK ■ II EXISTING NEIGHBORING SEAWALL TO REMAIN REPLACE EXISTING C.M.U. WALL WITH NEW 42" HIGH C.M.U. WALL WITHIN 10' REAR SETBACK (ALONG BAY) EXISTING SEAWALL TO BE REPLACED; REFERENCE STRUCTURAL DRAWINGS PROPERTY LINE EXISTING DOCK TO BE REPLACED WITH NEW DOCK UNDER SEPARATE PLAN REVIEW AND PERMIT REAR SETBACK (AT BAY) EXISTING NEIGHBORING SEAWALL TO REMAIN \I I 2 site/roof plan north AO.0 SCALE: 3/16" = 1'-0" sheet index AO.0 SITE/ROOF PLAN + PROJECT DATA AO.6 FLOOR AREA ANALYSIS CS1.0 CIVIL SURVEY C-01 SITE GRADING & DRAINAGE PLAN C-02 EROSION CONTROL PLAN D1.0 DEMOLITION PLAN A1.0 1st FLOOR PLAN A1.1 2nd FLOOR + ROOF PLAN A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS A4.0 BUILDING SECTIONS S-1 FOUNDATION PLAN SW -0 SEAWALL GENERAL NOTES SW -1 SEAWALL SITE PLAN AND ELEVATIONS SW -2 SEAWALL DETAILS SW -3 SEAWALL TEMPORARY SHORING DETAILS L1.0 LANDSCAPE + IRRIGATION PLANS project consultants PROPERTY OWNER: ARCHITECT: LYLE + ROBIN DAVIS ERIC AUST ARCHITECT 720 VIA LIDO NORD 62 BALBOA COVES NEWPORT BEACH, CA 92663 NEWPORT BEACH, CA 92663 TEL 949.636.2433 TEL 949.637.5220 STRUCTURAL ENGINEER: ENERGY CALCULATIONS: WILLIAM SIMPSON & ASSOCIATES ALLIANCE 24 TITLE CONTACT: PLAMEN PETROV 140 "B" STREET, SUITE 5-276 23 ORCHARD, SUITE 250 DAMS, CA 95616 LAKE FOREST, CA 92630 TEL 530.753.7510 TEL 949.206.9929 FAX 949.206.9955 GEOTECHNICAL ENGINEER: CIVIL ENGINEER: COAST GEOTECHNICAL, INC. TOAL ENGINEERING, INC. CONTACT: DAN HERC 139 AVENIDA NAVARRO 1200 W. COMMONWEALTH AVENUE SAN CLEMENTE, CA 92672 FULLERTON, CA 92833 TEL 949.492.8586 TEL 714.870.1211 CIVIL ENGINEER: RdM SURVEYING, INC. 23016 LAKE FOREST DRIVE #409 LAGUNA HILLS, CA 92653 TEL 949.858.2924 ACIchem® .Bar &° 9 0 i� L�A ri III, Qz waterllne® �\ vilm o all { 8 y h Marina n �� l� td Tare �/. / �m W J \/ t � 81P A" 4 t it s°ue' U uo° lNd. Isle Yachl Club 1 vicinity map AO.0 NOT TO SCALE PROJECT SITE - 720 VIA LIDO NORD site plan + project data 3/16"=1-0" davIN is residence 720 via lido nord newport beach, california 92663 0 1' 2' 4' ref. north 8' 20 October 2017 ©copyright 2017 job #1702 eric aust architect 62 balboa coves newport beach, California 92663 tel 949.637.5220 client: Mr. + Mrs. tyle davis 720 via lido nord newport beach, California 92663 tel 949.636.2433 1g 22'-0" �� 14'- 10 6'- 11 32'-3" (zz.00) (14s3) (6.02) (32.25) �o I I I I I I I 0 I 61 N I I I 32'-3" (32.25) 1 1 st floor area analysis AO.6 SCALE: 3/16" = 1'-0" 9'-10" 23'-2" 10'-9" 10'-8" 6'-2" I I I CD S N I I I 2 2nd floor area analysis AO.6 SCALE: 3/16" = 1'-0" PROPOSED FLOOR AREA: PROPOSED 1st FLOOR 1,458 S.F. PROPOSED 2nd FLOOR 1,621 S.F. + PROPOSED TOTAL LIVABLE AREA 3,079 S.F PROPOSED THREE CAR GARAGE AREA 616 S.F a0mo floor area analysis 3/16"=1 '-0" davis residence 720 via lido nord newport beach, California 92663 �0�0 true ref. north 0 1' 2' 4' 8' 20 october 2017 ©copyright 2017 job #1702 erric aust architect 62 balboa coves newport beach, California 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, california 92663 tel 949.636.2433 ?9 (371 S.F.) u u (407 S.F.) (152 (935 S.F.) .F.) Q0 I 00— � 0 0 0 0 0 616 &F. N� N N N 1, 458 & F. (2 CAR GARAGE) o 0 (1st FLOOR) o o Nv �v CIA 22 -0 (22.00) 21 —� (21.00) �a (200 S.F.) 14'-10" (14.83) (6.92) 1 21'-0" 21.00 (9 S.F. OUTDOOR, C4 VERED�ENTRYvAREA� k� I! (NOF LIVABLE ARu)x . r 49 S.F. - H.O.A. FRONT/YARD OPEN SPACE REQUIRED AREA/SHOWN HATCHED / / / / 71 I I I 0 I 61 N I I I 32'-3" (32.25) 1 1 st floor area analysis AO.6 SCALE: 3/16" = 1'-0" 9'-10" 23'-2" 10'-9" 10'-8" 6'-2" I I I CD S N I I I 2 2nd floor area analysis AO.6 SCALE: 3/16" = 1'-0" PROPOSED FLOOR AREA: PROPOSED 1st FLOOR 1,458 S.F. PROPOSED 2nd FLOOR 1,621 S.F. + PROPOSED TOTAL LIVABLE AREA 3,079 S.F PROPOSED THREE CAR GARAGE AREA 616 S.F a0mo floor area analysis 3/16"=1 '-0" davis residence 720 via lido nord newport beach, California 92663 �0�0 true ref. north 0 1' 2' 4' 8' 20 october 2017 ©copyright 2017 job #1702 erric aust architect 62 balboa coves newport beach, California 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, california 92663 tel 949.636.2433 ?9 NORTH 0' 8' 16' SCALE: 1"=8' NOTE: RECORD EASEMENTS ARE NOT PLOTTED IE ANY. 0 LEAD AND TAG L.S. 4653 ON 1' O/S P.L. A 1" IRON PIPE TAGGED L.S. 4653 ON PROPERTY CORNER, 0 V IR❑N PIPE TAGGED L.S. 4653 ON 11.00' ❑/S FROM P.L. VICINITY MAP LEGEND DESCRIPTION (123.45) MEAS. ELEVATIONS ( ) 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 6. F. GARAGE FLOOR CONC. CONCRETE F. S. FINISH SURFACE M.H. MAN -HOLE P PLANTER A.C. ASPHALT T.G. TOP -GRATE RdM SURVEYING INC R❑N MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@C❑X.NET T❑P❑GRAPHIC SURVEY JOB: 62-46 S� SEA WALL PROPERTY m titin �� of LINE (S61°00'00"E 35.00') (10.3FS) # CONC. (7.95FS) ° (10.30FS) #�b (14.45TW) # ( b��1S 1�(18.2 W) 4.80WT #�S 3.O A # �aFS S� I Ln Iu El F Ll z S, CD 2 STORY P 0 RESIDENCE UIoI 0 U Io,I V�PAW OI o W �z O a o tih4S, `I z U I �� z 0 U UIz 0 U 2.8 CONC. EASEMENT TO THE CITY OF NEWPORT BEACH FOR PUBLIC UTILITY PURPOSES. Z 0 DATE: 2/20/17 5.0—I U z 0 # U o # o o I" m 2 STORY W I P RESIDENCE o I 0 IU, Z Cl O U Q 0 P z CONC. CONC U u S z � P c # ## #CS61°00'00"E#35.00') AC `til I PROPERTY LINE h AC AC II 0 H! Ho 1-3 Es CONC. PIL NE PROPERTY I # AP P # ohF # E:3 Cm77 Cm77 m C'7 2 STORY RESIDENCE # # # a oIF� o do F �ti2 b° w tit b1 AC LD un cu N u AC AC AC , 22, L�FS AC fib, 3��5 AC `tit — �ti2 ti� `ti2 — �ti2 ti� �ti2 — �P �P CENTER LINE PREPARED FOR: ERIC AUST CENTER LINE LEGAL DESCRIPTION LOT 47 OF TRACT MAP NO. 907 BENCH MARK NAIL ELEVATION= 12,22 BASED ON NAVD 88 DATUM /0 LAND S��\ 1� aRNMA A � NO. 4653 `nom EXP. 9/30/19 Q v\A� CSO/ ADDRESSOF PROJECT: 720 VIA LID❑ N❑RD NEWPORT BEACH, CA 20 A B C D E F G I H LEGEND PRELIMINARY CONSTRUCTION NOTES PLANS PREPARED BY: HARDSCAPE CONSTRUCT CONCRETE DRIVEWAY. TOAL EASEMENT TO THE CITY OF 10- (2 )__CONSTRUCT CONCRETE HARDSCAPE. NEWPORT BEACH FOR ENGINEERING, INC. --100-- CONTOUR (EXISTING) I I I PUBLIC UTILITY PURPOSES, Z )__INSTALL 4" PVC SCH 40 OR SDR 35 PIPE DRAIN SYSTEM. -100 - CONTOUR (PROPOSED) i I 4o- INSTALL 4" ATRIUM DRAIN. NDS TYPE 75 W/ RISER AND ADAPTOR OR EQUAL. 1 100.00 SPOT ELEVATION (PROPOSED) I I I 50- INSTALL 6" DECK DRAIN. NDS TYPE 920B W/ RISER & ADAPTOR OR EQUAL. 0 8 16 6 INSTALL SUMP PUMP. CIVIL ENGINEERING 100.00 SPOT ELEVATION (MATCH EXISTING) I , I I LAND SURVEYING r I 7o- INSTALL INFILTRATION TRENCH DRAIN (LENGTH=22' MIN.) WITH TRAFFIC RATED GRATE PER DETAIL HEREON. STORMWATER QUALITY ==4"== PROPOSED DRAIN LINE JJS I SCALE: 1 "= 8' INSTALL FORCE MAIN. 139 Avenida Navarro --SUB-- PROPOSED FORCE MAIN LINE <J I STORY San Clemente, CA 92672 n I I INSTALL SUBDRAIN PER SOILS REPORT RECOMMENDATIONS. 9 4 9. 4 9 2. a 6 3 6 _FM -PROPOSED FORCE MAIN LINE I www.toalengineering.com RESIDENCE 10 OUTLET FORCE MAIN TO CHANNEL DRAIN USING DURA SLOPE IN-LINE CATCH BASIN TYPE DS -340. PROPOSED PLANTER/SCREEN WALL I rJa I I I 11 SAWCUT AND REPLACE 12" SECTION OF PAVEMENT AND REPLACE WITH FULL DEPTH AC. sJ I I OUTLET 3" OVERFLOW THROUGH THE CURB. ESS/ A SECTION LETTER I I I� 13 INSTALL 6" DURA SLOPE CHANNEL DRAIN TYPE DS -113, W/ TRAFFIC RATED GRATE TYPE 661 LG OR EQUAL. e��PR� L.r 10 SHEET NUMBER � e�� �I SAWCUT AND REPLACE 12" SECTION OF PAVEMENT AND REPLACE WITH FULL DEPTH AC. w • DS DOWNSPOUT rJrB �y S �p C s / j r� " No. 5sz75 A # 15 INSTALL 5 WIDE CHANNEL DRAIN. FF FINISH FLOOR I I BC�J �ti'�5 �0/,.L& �qT rJ rJ �O -`AS rJp I D sT CIVIL P i r rJr I I �c F S 6 Si TG So +F I 10.40 6 9TF or CA`\\_ FG FINISH GRADE � 8 FL OR FL FLOW LINE JI�v��10.82 I �QP ti��� �v I �� �sJ �' JJ a� rJJ I" �T RIM KEY NOTES INV;FM I I- PROP. 6 H.� 00 c'J oo -PROP_._ 6 .H. F FS FINISH SURFACE 12 11.55 <J I- d•2-,05 13 WOOD FENCE C,� SS CON 3 C11•R' WOODOFENCE> $k $ E 1 ox j 8.08 TW I�I GFF GARAGE FINISH FLOOR ' INV,3 lu \J (N2soo'ooeLso-oo') I I r L EXISTING WALL TO REMAIN, PROTECT IN PLACE. 2 INV INVERT rJ 12.05 TC 1 M - - - ., , 9.50 7 c? 11.55 FLl�,ull _ �-t ) " rJt':' .';�:- ='4 Q �dnC' ADAM L. TOAL 61 P.L. OR R PROPERTY LINE < I .r r J J I \ �a TW R.C.E. 59275 f J J o � , t 1. �,� � PA PLANTER AREA - 11.60 TC \p, 10.82 12.30 ^ c'� 10.67 \9 \j I 6� 10 75� r \ \f\ J DATE: :I 12.1.0�INV,OUT GFF \S� FS OUTLET DOWNSPOUT S x sJ fS\ly I EX. SEA WALL TO BE NOTES TC TOP OF CURB - 11-56 SFL- - -I- �� JJ INTO DRAINBOX WITH JJ sJ �';' ':' D 11.61 i GFF \°:`::`: \ It 1, RAISED TO 10.00 (DESIGN n 7 # I. BY OTHERS UNDER 1. ALL ROOFS SHALL BE GUTTERED AND DOWNSPOUTS SHALL CONNECT TO THE STORM DRAIN SYSTEM. PREPARED FOR: TF TOP OF FOOTING .s .6� FILTER INSERT (TYPJ - I +Z:•5%`.:.. :..'. TG n.. '.: SEPARATE PERMIT TG TOP OF GRATE S_TRADA TRIESTE I ;I rJ rJC� IL:".,: ) C`J 12.32 F.F.-10.75 :t - 2. PAD ELEVATION BASED ON 5" SLAB OVER 2" OF SAND OVER 4" AGGREGATE BASE PER FOUNDATION PLAN DAVIS RESIDENCE TP TOP OF PILASTER °p d,'n`::: \� GFF 2 STORY ��� r # `::` 1.0:50."CI' .:'.I. 720 VIA UDO NORD, TW TOP OF WALL A - w �I I _ J n N 1 r PAD=9.83 J JJ ?I FST :: A RECOMMENDATIONS. CONTRACTOR TO VERIFY PAD W/ STRUCTURAL ENGINEER AND SOILS ENGINEER PRIOR TO NEWPORT BEACH, cA 92663 GRADING. -' 10.75 )-' 1 °' TEL: (949) 636-2433 > N\ 'I:.�'..` (SEE NOTE 2 T .:..:; :.:.:::..:....:...: - II I\ G.F.F. =12.10 FF 3. WHEN AN INTERIOR OR EXTERIOR UTILITY TRENCH IS PROPOSED PARALLEL TO A BLDG FOOTING, THE BOTTOM PAD=11.18 LOT 47, TRACT 907 I EX. DOCK TO BE OF THE TRENCH SHOULD NOT BE LOCATED BELOW A 1:1 PLANE PROJECTED DOWNWARD FROM THE OUTSIDE 12.38 (SEE NOTE 2) REMOVED AND BOTTOM EDGE OF THE ADJACENT FOOTING. WHERE THIS CONDITION EXISTS, THE ADJACENT FOOTING SHOULD r v a \ GFF :': I:. (13.0) # Il I REPLACED BY BE DEEPENED SUCH THAT THE BOTTOM OF THE UTILITY TRENCH IS LOCATED ABOVE THE 1:1 PROJECTION. ( a SEPARATE PERMIT) 1 n6r✓ : �' 1 4. ALL RECOMMENDATIONS IN THE PROJECT SOILS REPORT PREPARED BY COAST GEOTECHNICAL, INC. (DATED '`fir'"```I�`'} \ AUG 10, 2017; W.O. 536317-01) ARE CONSIDERED A PART OF THESE PLANS. i INV,FM o a " 11.62 Q S .::: 9.50 I Z C 14 _ 9A, TG ' x . ) n 4 O 11.63rTC r r10 z 1 TGa 1`x..12.60 11.,7.5. Z PA :`.: J 8.50 INV i 11.59 FL lJ, p� \ I , i .J TC rFS\ ' r r o t }k. 10.00 TW 3 I L� _; tOFS57 O _ (1195FS) rnNir J1 o��' f \ 'o } CITY OF NEWPORT BEACH NOTES Q 0.fi:. _, �+ - �\ I FS,HP:�.�, \;.... \ `. I�f \ cs,)` .I 10.50 12.05 TC I \S, --I-4. -�/ SFS°TW) 1. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING i 11.60 FL_ I DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY c-=---------=G ---------------- 9 •------= --- ----=-----==---- ' 9.50 �rJ j rJ r rJJ ---(� o'��0:007-- �\) ,.> rS FG OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, > 9f� i j °S,c. JBpT \�J -0 �G # 3 # SLG �o00 rJJ CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES m � !YJ OhL rJ L +��\ N W # SST INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER METER BOX, SEWER rJyJ LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE ru (11.50FS) °J' D o h, STS ���� £ °o BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE i I # # £ # *F $k J # rzpS `� POOL # 8 sJ EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. # rJc # �JJ 2. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC I �'F RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND 5 HALF STREETj�R/W I sJ # / # # # W # L-18. 6 OT j # �- # -9 3. AN APPROVED CITY OF NEWPORT BEACH ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES Z D I j # WITHIN THE PUBLIC RIGHT-OF-WAY. # # 4 GRADING. OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING O �I rJ 2 STORY - sJ I S RESIDENCE 5. SURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF THE COUNTY SURVEYOR. - I CEJ # EVIDENCE OF FILING SHALL BE SUBMITTED TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION. 4 I I I j 6. ALL WORK RELATED TO DOMESTIC WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 w LICENSED PIPELINE CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR. rr i I j 7. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR. 8. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 30 30 Q VIA LIDO R Z N0RD LOT 47 i R/W PROP. GARAGE PROP. RESIDENCE PAVEMENT TO EXISTING 8" ZQ O / 22.5' HALF STREET R/W I/ REMAIN. PROTECT I G J U I IN PLACE. I. C ' - Ii q TG. VAR. GARAGE _ 20 20 11.61 TO 11.62 TOP OF SLAB CD CJ 5 U z o m EX. A.C. ROADWAY i EX. SEA WALL TO BE Z SAWCUT, JOIN 7-/-RAISED-TO-1 0:00 -(DE --SIGN- �� 1+1 & FEATHER I 1 ^��� " 2 I BY OTHERS BY SEPARATE \ \' ` /� ��/ �/� a Q CJ CE I F i PERMIT) /\\��%\/�% /� ��� 3> ��� N u CL ----- ------------------------------------------ ----------------------------------------------- -------------------------------------- a ---- - -:1., 10.76 W \ r \ r 3 0 \. \ \. \ w .............................................................................. -.-.�. .- INV. ................................................................................ .-.. ---- - - J.. i .. ._ _ _. _............................................................................................................................................................................................................... / \.\\.. \. \ \ \ \\.............................................................................................................................................................................................................. \ N /, ,/\\�/\ ;'\/> /. r . / . r . r r. i r. / r. / /. / r. / /. / /. /. / i / /. / /. / ��� :;j::i::i::i:: 1` E / E Q Q ~ OVEREX. FOR BLDG. AND HARDSCAPE, MIN. 3' BELOW EX. GRADE yam:• " '• OF MIN. 1' BELOW BOTTOM OF PROPOSED FOOTING WHICHEVER IS j j �� ��� z OJ Z DEEPER, AND SHALL BE EXTENDED MIN. 5' BEYOND THE j NHARBOR T �� �� �� �� �� �� STRUCTURE EXCEPT WHERE CONTAINED BY DESIGNED WALL RO �/\ �/ �/. /� E J 0 0 PROPOERY-LINES,-PER-SOILS-REPORTS-RECOMMENDATIONS-(TYP-) -' 0 18" WIDE TRENCH �yJ J a A SECTION Of a_ SCALE: 1/8" = 1'-0" 0 8" WIDE TRAFFIC RATED FRAME AND GRATE WITH 3/8" SLOT OPENINGS, IZ > g NDS TYPE 837 OR EQUIVALENT (PH. 800-726-1994). p © FORM AND POUR PERIMETER CONCRETE CURB 10" DEEP BY 6" WIDE. � © INSTALL #4 REBAR TOP AND BOTTOM (TYPICAL). 6 NOTICE TO CONTRACTOR SCOPE OF WORK 0 INSTALL CRUSHED ROCK 3/4" DIA. ALE: N Ilk REQUIRED CERTIFICATIONS / APPROVALS EO INSTALL MIRAFI FABRIC TYPE 140 N OR EQUIVALENT AROUND GRAVEL. 9/15/2017 H 11'8' 14 DEMOLITION OF EXISTING 5 BEDROOMS 2,387 S.F. HOUSE, AND ATTACHED 2 CAR GARAGE. F FILL REST OF TRENCH WITH CRUSHED ROCK TO 4" FROM TOP OF GRATE. SURVEY DATE: V. SCALE: z In addition to any certifications required by the agencies having jurisdiction over THE PROPOSED PROJECT CONSIST OF A NEW SINGLE FAMILY RESIDENCE WITH ATTACHED, O CRUSHED ROCK TO BE 12" WIDE BY 16" DEEP 4/17/17 N/A this project, the following approvals from the Civil engineer of record are required: ENCLOSED 2 CAR GARAGE. © CONCRETE DRIVEWAY. SEE DETAIL 4 BELOW DWG. NO. a DRN.: A.A. ,. 0 1. Foundation forms for improvements on or abutting property lines is required DETAIL CHD.: A.T. C -O prior to concrete pour. PRELIMINARY PLAN NOT FOR CONSTRUCTION INFILTRATION TRENCH APPD.: A.T. 2. Location, size, and depth of all drain lines prior to backfill. ' JOB NO. SHEET Or 17154 1 2 ; A B C D E F G H 21 EASEMENT TO THE CITY OF NEWPORT BEACH FOR PUBLIC UTILITY PURPOSES. i I D I I 0 8 16 I rJJ I 1 SCALE: 1 "= 8' 1 2 STORY RESIDENCE I p i II I # I rJ7 �y v SE -7 I r_7 ��S �r l # a o S > oS 6oT tic J a # k40 <\ SS M I I- C-% o X. �4' H. 'WALL SE -6r ATO REMAIN C i 11.55 I C S J CONC, C11 ) (10.85FS) �L # £ -->� 8.08 TW INV,3 (N29 00 00 E L90 00') # 2 I r,-. 12.05 TC = : y _ 0 G 11.55 F M I - - 1 dl TW 11.60 TC 1 i n R9 12.30 10.67 1 5� d .I 12.10 INV,OU1 GFF FS SE -10 FS 1 i 11.61 j GFF TYP. STRADA TRIESTE I TG 12.32 WE -1 F.F. =10.75 GFF 10:5i 1 a'�I 1 j TC -1 PAD=9.83 wMF.i� fi h sE-s Lu 1 - - in FF I C.F.F.=12.10 10F5 ' oII II f'AD -11.18 12.38 LOT 47, TRACT 907 If� rq I �.t IL: w r S a m, 1. ; I GFF WM-5 o � J I .cwn 12112 If t. �= p O 10.76 WE -1 96 INV,FM v 1,.: 11.62 \ I ] I'. 1.0 67 I Z C 1 -.f.: FS 9-5;:t� If . }. I, 9.50 TG 11. TCTr SE -15 �1' 1 TG8 12.60 11.75ff t. I 8.50 INV i 11.59 �� r1r o 1I TC FS f0..57 Il . 10.00 TW 3 I �� d I E_ FS WM 1. I(12.05 TC I . � ,: � � �1T, $4 $ �. �' T W) 11.60 FL tiq tl rJ� r r�Co -� (N29'00'00 E 90000) - # r # ^_ r�p� # 9FGG l� 1 oS '0 EX. T� �G # # G o j m a S� rI7 i • SE -7 r EX. -5_H. WALL u o # CS _ 1`Jr TO REMAIN h \1z' g Ty I ru (11.50FS) 0 +F Sj \� 00 n rloJ I # # # �J # r10� POOL #v o�s� I I # roc° #j 1W 5' HALF STREET, R j �F�J o # r'll # # # w D I I < C) I I 2 STORY # # J'j ! rJ� �RESIDENCE 4 I I � I ! # I I TRACKING CONTROL BMPs A B C D E F G H EROSION CONTROL BMPs EC -1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION. TEMPORARY SEDIMENT CONTROL PLANS PREPARED BY: GRAVEL BAGS SHALL BE PLACED WHERE SHOWN ON PLAN (2 ROWS, 2 BAGS EASEMENT TO THE CITY OF NEWPORT BEACH FOR PUBLIC UTILITY PURPOSES. i I D I I 0 8 16 I rJJ I 1 SCALE: 1 "= 8' 1 2 STORY RESIDENCE I p i II I # I rJ7 �y v SE -7 I r_7 ��S �r l # a o S > oS 6oT tic J a # k40 <\ SS M I I- C-% o X. �4' H. 'WALL SE -6r ATO REMAIN C i 11.55 I C S J CONC, C11 ) (10.85FS) �L # £ -->� 8.08 TW INV,3 (N29 00 00 E L90 00') # 2 I r,-. 12.05 TC = : y _ 0 G 11.55 F M I - - 1 dl TW 11.60 TC 1 i n R9 12.30 10.67 1 5� d .I 12.10 INV,OU1 GFF FS SE -10 FS 1 i 11.61 j GFF TYP. STRADA TRIESTE I TG 12.32 WE -1 F.F. =10.75 GFF 10:5i 1 a'�I 1 j TC -1 PAD=9.83 wMF.i� fi h sE-s Lu 1 - - in FF I C.F.F.=12.10 10F5 ' oII II f'AD -11.18 12.38 LOT 47, TRACT 907 If� rq I �.t IL: w r S a m, 1. ; I GFF WM-5 o � J I .cwn 12112 If t. �= p O 10.76 WE -1 96 INV,FM v 1,.: 11.62 \ I ] I'. 1.0 67 I Z C 1 -.f.: FS 9-5;:t� If . }. I, 9.50 TG 11. TCTr SE -15 �1' 1 TG8 12.60 11.75ff t. I 8.50 INV i 11.59 �� r1r o 1I TC FS f0..57 Il . 10.00 TW 3 I �� d I E_ FS WM 1. I(12.05 TC I . � ,: � � �1T, $4 $ �. �' T W) 11.60 FL tiq tl rJ� r r�Co -� (N29'00'00 E 90000) - # r # ^_ r�p� # 9FGG l� 1 oS '0 EX. T� �G # # G o j m a S� rI7 i • SE -7 r EX. -5_H. WALL u o # CS _ 1`Jr TO REMAIN h \1z' g Ty I ru (11.50FS) 0 +F Sj \� 00 n rloJ I # # # �J # r10� POOL #v o�s� I I # roc° #j 1W 5' HALF STREET, R j �F�J o # r'll # # # w D I I < C) I I 2 STORY # # J'j ! rJ� �RESIDENCE 4 I I � I ! # I I TRACKING CONTROL BMPs I STABILIZED CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE FOR CONSTRUCTION TC -1 CONSTRUCTION VEHICLE ACCESS TO AND FROM SITE. ENTRANCE EROSION CONTROL BMPs EC -1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION. TEMPORARY SEDIMENT CONTROL GRAVEL BAGS SHALL BE PLACED WHERE SHOWN ON PLAN (2 ROWS, 2 BAGS SE -6 GRAVEL BAG BERM HIGH). SE -7 STREET SWEEPING STREET SHALL BE SWEPT OR VACUUMED DAILY AND COLLECTED MATERIAL AND VACUUMING DISPOSED OF ON-SITE. STORM DRAIN INLET SURROUND INLETS WITH GRAVEL BAGS OR COVER EXPOSED RISERS WITH SE -10 PROTECTION FILTER FABRIC, AS NEEDED. WIND EROSION CONTROL WE -1 WIND EROSION WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE CONTROL FROM ANY DISTURBED AREAS DURING CONSTRUCTION. WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL WM-1 MATERIAL DELIVERY IF MATERIALS ARE STORED ON SITE, THEY SHALL BE STORED IN ORIGINAL Z AND STORAGE MARKED CONTAINERS AND COVERED FROM RAIN AND WIND. WM-2 MATERIAL USE MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTIONS. WM-3 STOCKPILE SOIL AND CONSTRUCTION MATERIAL STOCKPILES, IF PRESENT, SHALL BE MANAGEMENT SURROUNDED BY A TEMPORARY BARRIER AND COVERED. SPILL PREVENTION AMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. WM-4 AND CONTROL EMPLOYEES SHALL BE EDUCATED ON THE CLASSIFICATIONS OF SPILLS AND APPROPRIATE RESPONSES. 3. BMPs TO CONTROL OFF-SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED. SOLID WASTE SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN WM-5 MANAGEMENT APPROPRIATE CONTAINERS. FULL CONTAINERS SHALL BE DISPOSED OF 3 PROPERLY. CONCRETE WASTE AN ON-SITE CONCRETE WASHOUT AREA SHALL, BE CONSTRUCTED, USED, AND WM-8 MANAGEMENT DISPOSED OF IN A MANNER WHICH MEETS THE REQUIREMENTS OF THE CITY. SANITARY/SEPTIC ON-SITE FACILITIES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR WM_9 WASTE MANAGEMENT FOR THE DURATION OF THE PROJECT. NON-STORMWATER MANAGEMENT WATER STORM WATER FROM CONSTRUCTION ACTIVITIES. NS -1 CONSERVATION MAINTAIN EQUIPMENT TO PREVENT UNINTENDED NON-STORMWATER DISCHARGES. PRACTICES ~ Q PAVING AND APPLY PERIMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER NS -3 GRINDING DISCHARGES. OPERATIONS INSTALLED AND ESTABLISHED AS SOON AS PRACTICAL FOR ALL COMPLETED SLOPES OR SLOPES IN W ILLICIT CONNECTION CONTRACTOR SHALL REPORT ILLICIT CONNECTIONS OR ILLEGALLY DUMPED NS -6 / DISCHARGE MATERIALS ON SITE TO THE ENGINEER AND THE CITY INSPECTOR AND SHALL TAKE NO FURTHER ACTION UNTIL DIRECTED. NS -7 POTABLE WATER / EXERCISE CARE DURING CONSTRUCTION TO PREVENT UNINTENDED IRRIGATION NON-STORMWATER DISCHARGES. NS -12 CONCRETE CURING APPLIES TO ALL CONCRETE CONSTRUCTION. NS -13 CONCRETE APPLIES TO ALL CONCRETE CONSTRUCTION. FINISHING L ENGINEERING, INC. O CIVIL ENGINEERING LAND SURVEYING STORMWATER QUALITY 139 Avenida Navarro San Clemente, CA 92672 9 4 9. 4 9 2. 8 5 8 6 www.toalengineering.com QROFESS/ ti��Op9 L. Tp� � No. 59275 A `rte' CIVIL �P vTF pF ADAM L. TOAL R.C.E. 59275 DATE: PREPARED FOR: DAVIS RESIDENCE 720 VIA LIDO NORD, NEWPORT BEACH, CA 92663 TEL: (949) 636-2433 w a 0 a w a 0 N Z 0 V) w I ! i ! I YEAR-ROUND BMP REQUIREMENTS 1. WHERE APPROPRIATE, SEDIMENT CONTROL BMPs SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS, AND AT ALL NON-ACTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION Q FROM STORMS. Z CE O 2. WIND EROSION BMPs (DUST CONTROL) SHALL BE IMPLEMENTED AND MAINTAINED. z J 3. BMPs TO CONTROL OFF-SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED. Q U J- 4. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs SHALL BE IMPLEMENTED TO 3 PREVENT THE CONTAMINATION OF STORM WATER BY WASTES AND CONSTRUCTION MATERIALS. 5 QOQ W J �O i� 5. APPROPRIATE NON -STORM WATER BMPs SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF 0 Z 0 m STORM WATER FROM CONSTRUCTION ACTIVITIES. W ~ Q 6. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPs (TEMPORARY OR PERMANENT) SHALL BE O N Z INSTALLED AND ESTABLISHED AS SOON AS PRACTICAL FOR ALL COMPLETED SLOPES OR SLOPES IN W NON-ACTIVE AREAS. THESE BMPs MUST BE MAINTAINED THROUGHOUT THE YEAR. IF A SELECTED BMP IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS FAILS, N Z IT IS SAFE TO DO SO. THE FAILURE OF A BMP MAY INDICATE THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST RESULT IN Q z H A MORE ROBUST BMP, OR ADDITIONAL BMPs SHOULD BE INSTALLED TO PROVIDE ADEQUATE PROTECTION. p 0 OJ O Z ; 7. A DISTURBED AREA THAT IS NOT COMPLETED, BY THAT IS NOT BEING ACTIVELY GRADED (NON-ACTIVE AREA), V) O o SHALL BE FULLY PROTECTED FROM EROSION WITH TEMPORARY OR PERMANENT BMPs (EROSION AND 0 �_ a LEGEND SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE J a NOTE AREAS. EROSION AND SEDIMENT CONTROL BMPs MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL W Q BUILDING PADS, UNFINISHED ROADS, AND SLOPES. > THE LOCATION AND TYPE OF EROSION ANDxx-x BMP DESIGNATION IN CALIFORNIA SEDIMENT CONTROL MEASURES TO BE USED STORMWATER BMP HANDBOOK - 8. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENT CONTROL BMPs NECESSARY TO o N WILL CHANGE DURING THE COURSE OF CONSTRUCTION, LATEST EDITION, COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT I� s CONSTRUCTION. THE CONTRACTOR SHALL BY THE CALIFORNIA STORMWATER DISCHARGES SHALL BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION 0 IMPLEMENT THE CONTROLS NECESSARY TO QUALITY ASSOCIATION. USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT a 6 PREVENT NON-STORMWATER, SEDIMENT, AND CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. CONTAMINATED RUNOFF DISCHARGES FROM DATE: H. SCALE: THE SITE AT ALL TIMES. 000 . . . . GRAVEL BAG BERM SE -6 9, THERE SHALL BE A "WEATHER TRIGGERED" ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY SEDIMENT 9/15/2017 1"=8' SURVEY DATE: V. SCALE: CONTROL BMPs AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 z XOOOOOOOOOCOOOOF FIBER ROLL SE -5 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM IS DEFINED AS A FORECASTED, 50% CHANCE 4/17/17 N/A DRN.: A.A. DWG. NO- R OF RAIN). 10. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE C -02 CHD.: A.T. APPD.: A.T. PRELIMINARY P LAN, NOT FOR CONSTRUCTION ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMPs PRIOR TO A PREDICTED RAINSTORM. JOB NO. SHEET of 17154 2 2 A B C D E F G H 22 EXISTING CURB AND GUTTER TO REMAIN; PROTECT DURING CONSTRUCTION STREETS SHALL REMAIN CLEAN AND CLEAR OF ANY DEBRIS DURING DEMOLITION AND CONSTRUCTION OF THIS PROJECT �j M R EXISTING SEWER LINE TO BE CAPPED AT TIME OF DEMOLITION; PROVIDE NEW CITY STANDARD SEWER CLEANOUT AS REQUIRED PER STD -406-L; SEE SHEET P1.0 EXISTING SEWER IATERAI EXISTING WATER METER AND SERVICE TO BE PROTECTED DURING CONSTRUCTION— 4- Q kd 4 EXISTING 2 STORY HOUSE 'S GENERAL NOTE: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 CALGREEN CODE established grade and overall height ESTABLISHED GRADES: SW CORNER 12.01' SE CORNER 12.16' NW CORNER 11.76' NE CORNER 11.75' AVERAGE: 12.01 +12.16+11.76+11.75= 47.68 47.68/4 = 11.92' ESTABLISHED AVERAGE GRADE lido isle height determination ESTABLISHED GRADES: S.W. TOP OF CURB 12.22' S.E. TOP OF CURB 12.05' AVERAGE: 12.22 + 12.05 = 24.27 24.27/2 = 12.14' ESTABLISHED TOP OF CURB 24' MAX. HEIGHT (12.14 + 24) = 36.14' 10.50 PROPERTY LINE 76 11.83'�O �s �O EXISTING 6' TALL �Q 6 % 'd 6 FENCE TO BE ! '& N29000'00"E 90.00' F. S. SSS° —REPLACED --BGG° _- J S.W. CORNER FOR 12.25 EXISTING WALKWAY TO BE 11.93' 10.74' N.W. CORNER FOR S ° ESTABLISHED GRADE ° REMOVED, TYPICAL ° F. S. ° F. S. ESTABLISHED GRADE �? F. S. IO I II LO co Lu EXISTING ATTACHED O 2 CAR GARAGE EXISTING 2,387 S.F. O TO BE DEMOLISHED 5 BEDROOM, 4 BATHROOM O (SHOWN DASHED) SINGLE FAMILY RESIDENCE O TO BE DEMOLISHED O (SHOWN DASHED) O C/)— — — GENERAL NOTE: i I ALL DEBRIS SHALL BE WET AT THE TIME OF HANDLING TO PREVENT DUST �C�D S s, I I II _______________- L II � / I WATER T6\S S S.E. CORNER FOR ESTABLISHED GRADE I— _ EXISTING WALKWAY TO BE >> V \TYPICAL ---, S S 7 1 ESTABLOSHED GRADE 1 77 rGAS REMOVED, TYPICAL <�OL ��oL F �. 0 N29000'00"E 90.00' EXISTING 2 STORY HOUSE PROPERTY LINE wall CABLE X L6' � RESIDENCE TO BE DEMOLISHED 4- Q kd 4 EXISTING 2 STORY HOUSE 'S GENERAL NOTE: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 CALGREEN CODE established grade and overall height ESTABLISHED GRADES: SW CORNER 12.01' SE CORNER 12.16' NW CORNER 11.76' NE CORNER 11.75' AVERAGE: 12.01 +12.16+11.76+11.75= 47.68 47.68/4 = 11.92' ESTABLISHED AVERAGE GRADE lido isle height determination ESTABLISHED GRADES: S.W. TOP OF CURB 12.22' S.E. TOP OF CURB 12.05' AVERAGE: 12.22 + 12.05 = 24.27 24.27/2 = 12.14' ESTABLISHED TOP OF CURB 24' MAX. HEIGHT (12.14 + 24) = 36.14' 10.50 PROPERTY LINE 76 11.83'�O �s �O EXISTING 6' TALL �Q 6 % 'd 6 FENCE TO BE ! '& N29000'00"E 90.00' F. S. SSS° —REPLACED --BGG° _- J S.W. CORNER FOR 12.25 EXISTING WALKWAY TO BE 11.93' 10.74' N.W. CORNER FOR S ° ESTABLISHED GRADE ° REMOVED, TYPICAL ° F. S. ° F. S. ESTABLISHED GRADE �? F. S. IO I II LO co Lu EXISTING ATTACHED O 2 CAR GARAGE EXISTING 2,387 S.F. O TO BE DEMOLISHED 5 BEDROOM, 4 BATHROOM O (SHOWN DASHED) SINGLE FAMILY RESIDENCE O TO BE DEMOLISHED O (SHOWN DASHED) O C/)— — — GENERAL NOTE: i I ALL DEBRIS SHALL BE WET AT THE TIME OF HANDLING TO PREVENT DUST �C�D S s, I I II _______________- L II � / I WATER T6\S S S.E. CORNER FOR ESTABLISHED GRADE I— _ EXISTING WALKWAY TO BE >> V \TYPICAL ---, S S 7 1 ESTABLOSHED GRADE 1 77 rGAS REMOVED, TYPICAL <�OL ��oL F �. 0 N29000'00"E 90.00' EXISTING 2 STORY HOUSE PROPERTY LINE wall legend EXISTING 1 STORY, SINGLE FAMILY RESIDENCE TO BE DEMOLISHED 10' 7 EXISTING 42" TALLJ 17 C.M.U. WALL/FENCE 'O\ d1. site plan 1/4"=1'-0" davis residence 720 via lido nord newport beach, California 92663 EXISTING 6' TALL O OQ O FENCE TO REMAIN �O �O' EXISTING POOL EXISTING ADJACENT STRUCTURE TO REMAIN 1 demolition plan D1.0 SCALE: 1/4" = 1'-0" 0 1' 2' 4' true o�0 ref. north 3 20 October 2017 ©copyright 2017 job #1702 eric aust architect 62 balboa coves newport beach, California 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, california 92663 tel 949.636.2433 2S PROPERTY LINE EXISTING CONCRETE SEAWALL TO BE REPLACED 10 I� Ico I w l0 ID 10 i C:) O I� IW L R I d1. site plan 1/4"=1'-0" davis residence 720 via lido nord newport beach, California 92663 EXISTING 6' TALL O OQ O FENCE TO REMAIN �O �O' EXISTING POOL EXISTING ADJACENT STRUCTURE TO REMAIN 1 demolition plan D1.0 SCALE: 1/4" = 1'-0" 0 1' 2' 4' true o�0 ref. north 3 20 October 2017 ©copyright 2017 job #1702 eric aust architect 62 balboa coves newport beach, California 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, california 92663 tel 949.636.2433 2S M R IO I in Q U 2 22'-21" 18'-4" L L2 2D.0. f14; G02 • 1 'c.P2p/ PANEL + —04 r_____________________________________________ -------------- I I I or 18" 1 20'-6" CLR. I I I I I I I I I I I I I I I I I I I I I I p I I I I I I I I I I I I I I I in I j 3 car M garage xx2 I I I I 7 DS I I I I I I - -I I II I II I iI � I I 20'-6" CLR. I I 06 --------------JI 4' 1' 24' project area analysis 3,150 s.f. lot area 2,204 s.f. buildable lot area 1.7 x 2,204 = 3,746 s.f. total allowable buildable area (INCLUDING GARAGE AREA) project area analysis 1,458 s.f.1 st floor (livable) 616 s.f.1st floor (garage; + 1.621 s.f. 2nd floor (livable 3,695 s.f. total livable 76 — J 10' 3'-22.. 3'-22" 2'-112" 61' D.O. 2'-112" 4-5" 2'-8 2 9. 6352"02 4'-4" �� 4'-4" �� 4'-2� O( 03-- O O 1 O O OZ H B sills 6080 SLIDER 401s 1. Bois 1. aoie l sold Bois J STONER * l Ov ' r7 �^ 1 2-tiT r ' 1 bath #4 1 I 6x9 1 1 1 T� - 12 1 u MEDIA EQUIP. CLOSET 3' bedroom #4 1x1 PANTRY 7R-EFR1G. 14L kitchen 24T Mlceo. 4'-5" PANTRY I I v2'-8"1,� 1.. 4'-72 2'-62 4'-1" aY °F hallway D.O. entr y 11" TREADS 7X6 W/ (18) 7-9/32" ���-1—I RISERS, T P. F II laundry III 8x6 I DRYEN I G I nRE® �1VVLsot SPRINKLER L 6' p de - 01 5x6 � ,°1FF Ed' VV WW T ER • • • C_ [V I 1 I I I---------- 2'- 9' 2'-9" 2'-111 5,_82" 6, 12" 11'-10" 6'-11" 75' -6" in 4' dining area 5x1 LJ LJ in 8' 7' 7' i[7 I 32'-3" ISOKERN SID. c6"' F.P. � i O 49801 R 1 1 st floor plan A1.0 SCALE: 1/4" = V-0" 2 10' almo 1st floor plan 1/4"=1'-0" davis residence 720 via lido nord newport beach, California 92663 ref. north 0 1' 2' 4' 8' 20 october 2017 ©copyright 2017 job #1702 erric aunt architect 62 balboa coves newport beach, California 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, California 92663 tel 949.636.2433 24 M M 4' I 3' f1 13'-10" 9' 6' — 4'-10" 44'-7" 6" 3'-6" 14'-12" 2'-5' 6'-5" ' 9'-3" 2'-10" 4'-4" 4'-4" 2'-72" * 3'-22" 3'-22" covered 1 patio) 1161 S.F. 26 (�U 4016 ) �/ III bedroom #2 3z1 bedroom #3 3z1 20' SIN _T C m 27 bath #2 6 x 101 iath #3_ 7x9 0+P 3'-10" — 90' 60' — I I I I - I I I I I I I I I I I I master closet I I I 9x12 �_ I 7.5 1 . DRESSFR JNLL HEIGHT LINEN 5-11" 11" TREADS ��F hallway w/ (18) 7-9/32" UP RISERS, IYP.--,I 10" TREADS W/ (3) 7-3/4- - - - - - - - RISERS, TYP.�_______-i 2j I_ M F 62 I iM O F 7 L.F. L0 LINLN 2 �s 3 3 31 UP 4' > I� F p�, 10" TREADS � S-4" W/ (6) 7-3/4" OF RISERS, TYP._ '2 6=32 I N O - 4; I 3'-9" 1 I 4'1 - master bathroom 2� IVA Os .�6� 'Iy t�I__�II IIn_I_�Ipn TI > m- 5 �°�a�_solLk�aaF> > 4'f5'— 9 o o o.F. J�� �— J— lid �- E) D. — 4'-10" 44'-7" 6" 3'-6" 14'-12" 2'-5' 6'-5" ' 9'-3" 2'-10" 4'-4" 4'-4" 2'-72" * 3'-22" 3'-22" covered 1 patio) 1161 S.F. 26 (�U 4016 ) �/ III bedroom #2 3z1 bedroom #3 3z1 20' SIN _T C m 27 bath #2 6 x 101 iath #3_ 7x9 0+P 3'-10" — 90' 60' — I I I I - I I I I I I I I I I I I master closet I I I 9x12 �_ I 7.5 1 . DRESSFR JNLL HEIGHT LINEN 5-11" 11" TREADS ��F hallway w/ (18) 7-9/32" UP RISERS, IYP.--,I 10" TREADS W/ (3) 7-3/4- - - - - - - - RISERS, TYP.�_______-i 2j I_ M F 62 I iM O F 7 L.F. L0 LINLN 2 �s 3 3 31 UP 4' > I� F p�, 10" TREADS � S-4" W/ (6) 7-3/4" OF RISERS, TYP._ '2 6=32 I N O - 4; I 3'-9" 1 I 4'1 - master bathroom 2� IVA Os .�6� 'Iy t�I__�II IIn_I_�Ipn TI > m- 5 �°�a�_solLk�aaF> > venal O quml O 4u1o1 O LO laum I I I 2'-10" � 4'-4" .i 4'-4" � 2'-72" * L3-221"2 3'-5" 16"� 3'-6" 14'-12" 2'-5"6'-72" 4'-10" 23'-2" 7'-9 10'-9" 60' OPEN To BELOW 11 A1.1 SCALE: 1/4" = 1'-0" 15'-5" 3'-2" 4'-4" 4'-4" 7" 1 4'-10= II �I I pII II I T �I�I rI II �I7 I II II I IIh III _II IF-� -FS-0 � `1 -J Y nms �B` 4o1s rDrl ams rD,l (' T1 'Iy t�I__�II IIn_I_�Ipn TI O-IIS KING BED master bedroom 1s 5x2 —� 15-72" O O r TV o o o.F. J�� �— J— lid �- E) D. s.-. coed Patio ts4 -E] ❑ I LLLL I L 1 11 1I LI -L L III Illi� .L[I i 4076 GULL �_1- 11JL J �I� . I Imo, �� I U- _rJ i >�_ 1�_ u_+_�ui� Lf_+�_L-1 11 fl 111 O O� III III 1 _�i� 11LILU- ALJ 1—LLrIkil J_+Ll i t ___ L 71 i1 IIII IIIIIIII � 1 4'-10" - 6-2i' ' 2 2nd floor plan A1.1 SCALE: 1/4" = 1'-0" 10' SPA AND ALL ACCESSORIES TO BE PLACED ON ROOF DECK SHALL NOT EXCEED 24' HEIGHT LIMIT (+35.92') M alml 2nd floor + roof plans 1/4"=1'-0" 0 1' 2' 4' davis residence 720 via lido nord newport beach, california 92663 ,Cue ref. north 8 20 October 2017 ©copyright 2017 job #1702 eric aunt architect 62 balboa coves newport beach, california 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, california 92663 tel 949.636.2433 215 established grade and overall height ESTABLISHED GRADES: SW CORNER 12.01' SE CORNER 12.16' NW CORNER 11.76' NE CORNER 11.75' AVERAGE: 12.01 +12.16+11.76+11.75=47.68 47.68/4 = 11.92' ESTABLISHED AVERAGE GRADE HEIGHT CERTIFICATION INSPECTION SHALL BE REQUIRED FOR THIS PROJECT lido isle height determination ESTABLISHED GRADES: S.W. TOP OF CURB 12.22' S.E. TOP OF CURB 12.05' AVERAGE: 12.22 + 12.05 = 24.27 24.27/2 = 12.14' ESTABLISHED TOP OF CURB 24' MAX. HEIGHT (12.14 + 24) = 36.14' --------------------------------------------------------------------------------------- +35.79' ISLE ROOF PEAKT(LIMIT(33/4")ABOVE AVG. CURB) 1 A3.0 SCALE: 1/4" = 1'-0" -+19'-11" CEILING (+30.67') -+10'-11" 2nd F.F. (+21.67') +8'-0" GARAGE CEILING (+20.25') -�-+1'-4 3/4" ESTABLISHED GRADE PER H.O.A. (+12.14') +1'-6" GARAGE F.F. --+1'-2" ESTABLISHED GRADE PER CITY (+11.92') ¶ - +0'-0" 1st F.F. (+10.75') SPA AND ALL ACCESSORIES TO BE PLACED ON ROOF DECK SHALL NOT EXCEED 24' HEIGHT LIMIT (+35.92') -------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -24' LIDO ISLE HEIGHT LIMIT (36.14') -------------------------F------------- --------------------------------------- ---------------------�\ �---- -24' CITY HEIGHT LIMIT (35.92') ---- +35.58' T.O. GUARDRAIL 6' ,+21'-4" ROOF DECK F.F. (+32.08') OA u�a 3 COAT SMOOTH STUCCO; COLOR TO BE INTEGRAL COLORED, LIGHT BEIGE AND BE APPROVED IN THE FIELD. 'BASEX' -- PROVIDE MERLEX POLYMER -MODIFIED BASE COAT ANTI -FRACTURE MEMBRANE OVER BROWN COAT -+19'-11" CEILING (+30.67') 1/2" THICK (MAX.) 6"x24" GAUGED BLUE SLATE VENEER (TO BE APPROVED BY OWNER) INSTALLED IW STONE 0/ SCRATCH & BROWN COAT OVER WIRE LATH 0/ TYVEK STUCCOWRAP 0/ 1/2" A.P.A. RATED PLYWOOD SHEATHINC < IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6' A3.0 SCALE: 1/4" = 1'-0" -------;--- ,+21'-4" ROOF DECK F.F. (+32.08') OA STUCCO 3 COAT SMOOTH STUCCO; COLOR TO BE INTEGRAL COLORED, LIGHT BEIGE AND BE APPROVED IN THE FIELD. 'BASEX' -- PROVIDE MERLEX POLYMER -MODIFIED BASE COAT ANTI -FRACTURE MEMBRANE OVER BROWN COAT -+19'-11" CEILING (+30.67') 1/2" THICK (MAX.) 6"x24" GAUGED BLUE SLATE VENEER (TO BE APPROVED BY OWNER) INSTALLED IW STONE 0/ SCRATCH & BROWN COAT OVER WIRE LATH 0/ TYVEK STUCCOWRAP 0/ 1/2" A.P.A. RATED PLYWOOD SHEATHINC < IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII z J < WINDOW/DOOR FLEETWOOD WINDOWS/DOOR WITH DARK BRONZE ANODIZED ALUMINUM FINISH H FLAT CONCRETE ROOF TILE; EAGLE ROOFING PRODUCTS "BEL AIR" STYLE #4697, "CHARCOAL RANGE" COLOR OE ROOF SHINGLES 1� W d WINDSORONE 5/48 TRIM BOARD AT ALL EAVES; PAINT COLOR TO MATCH STUCCO; OF O d m UNDERSIDE OF EAVE TO BE QUARTER SAWN, CLEAR CEDAR SIDING (STAINED) OG GUTTERS DARK BRONZE CONTINUOUS METAL BOX GUTTER AND DOWNSPOUTS; CONFIRM EXACT DESIGN WITH OWNER 1 EXPOSED EXPOSED STEEL COLUMN AND STEEL GUARDRAILS WITH DARK BRONZE PAINTED FINISH H 4 TO MATCH DARK BRONZE WINDOW/DOOR FINISH east/west 4----I -- --+10'-11" 2nd F.F. (+21.67') 1----- building +9'-6" CEILING (+20.25') i-- f6„ section 1 A3.0 SCALE: 1/4" = 1'-0" -------;--- ,+21'-4" ROOF DECK F.F. (+32.08') OA STUCCO 3 COAT SMOOTH STUCCO; COLOR TO BE INTEGRAL COLORED, LIGHT BEIGE AND BE APPROVED IN THE FIELD. 'BASEX' -- PROVIDE MERLEX POLYMER -MODIFIED BASE COAT ANTI -FRACTURE MEMBRANE OVER BROWN COAT -+19'-11" CEILING (+30.67') 1/2" THICK (MAX.) 6"x24" GAUGED BLUE SLATE VENEER (TO BE APPROVED BY OWNER) INSTALLED IW STONE 0/ SCRATCH & BROWN COAT OVER WIRE LATH 0/ TYVEK STUCCOWRAP 0/ 1/2" A.P.A. RATED PLYWOOD SHEATHINC < WOOD z J < WINDOW/DOOR FLEETWOOD WINDOWS/DOOR WITH DARK BRONZE ANODIZED ALUMINUM FINISH H FLAT CONCRETE ROOF TILE; EAGLE ROOFING PRODUCTS "BEL AIR" STYLE #4697, "CHARCOAL RANGE" COLOR OE ROOF SHINGLES 1� W d WINDSORONE 5/48 TRIM BOARD AT ALL EAVES; PAINT COLOR TO MATCH STUCCO; OF O d m UNDERSIDE OF EAVE TO BE QUARTER SAWN, CLEAR CEDAR SIDING (STAINED) OG GUTTERS DARK BRONZE CONTINUOUS METAL BOX GUTTER AND DOWNSPOUTS; CONFIRM EXACT DESIGN WITH OWNER 1 EXPOSED EXPOSED STEEL COLUMN AND STEEL GUARDRAILS WITH DARK BRONZE PAINTED FINISH H I TO MATCH DARK BRONZE WINDOW/DOOR FINISH 4----I -- --+10'-11" 2nd F.F. (+21.67') 1----- +9'-6" CEILING (+20.25') i-- f6„ 1 I 1 I 1 I ---_ --- --+1'-4 3/4" ESTABLISHED GRADE PER H.O.A. (+12.14') 1-- -,-+1'-2" ESTABLISHED GRADE PER CITY (+11.92') - - - - - - - -- - +0'-0" 1st F.F. (+10.75') materials SYMBOI MATERIAL DESCRIPTION OA STUCCO 3 COAT SMOOTH STUCCO; COLOR TO BE INTEGRAL COLORED, LIGHT BEIGE AND BE APPROVED IN THE FIELD. 'BASEX' PROVIDE MERLEX POLYMER -MODIFIED BASE COAT ANTI -FRACTURE MEMBRANE OVER BROWN COAT 1/2" THICK (MAX.) 6"x24" GAUGED BLUE SLATE VENEER (TO BE APPROVED BY OWNER) INSTALLED OB STONE 0/ SCRATCH & BROWN COAT OVER WIRE LATH 0/ TYVEK STUCCOWRAP 0/ 1/2" A.P.A. RATED PLYWOOD SHEATHINC < WOOD 1x6 HORIZONTAL QUARTER SAWN, CLEAR CEDAR WOOD SIDING; STAINED FINISH (GATES AND GARAGE DOORS) < WINDOW/DOOR FLEETWOOD WINDOWS/DOOR WITH DARK BRONZE ANODIZED ALUMINUM FINISH FLAT CONCRETE ROOF TILE; EAGLE ROOFING PRODUCTS "BEL AIR" STYLE #4697, "CHARCOAL RANGE" COLOR OE ROOF SHINGLES CLASS 'A' ASSEMBLY OVER 30 LB. FELT UNDERLAYMENT OVER 1/2" CDX PLYWOOD SHEATHING, TYP. WINDSORONE 5/48 TRIM BOARD AT ALL EAVES; PAINT COLOR TO MATCH STUCCO; OF EAVE UNDERSIDE OF EAVE TO BE QUARTER SAWN, CLEAR CEDAR SIDING (STAINED) OG GUTTERS DARK BRONZE CONTINUOUS METAL BOX GUTTER AND DOWNSPOUTS; CONFIRM EXACT DESIGN WITH OWNER EXPOSED EXPOSED STEEL COLUMN AND STEEL GUARDRAILS WITH DARK BRONZE PAINTED FINISH H STEEL TO MATCH DARK BRONZE WINDOW/DOOR FINISH -------------------------------------------------+35.79' ROOF PEAK HEIGHT(LIMIT(36.14')ABOVE AVG. CURB) --------------------------------------------- 1 south elevation (front) from street A3.0 SCALE: 1/4" = 1'-0" 2 north elevation (bay side) A3.0 SCALE: 1/4" = 1'-0" -1-24' LIDO ISLE HEIGHT LIMIT (36.14') -1-24' CITY HEIGHT LIMIT (35.92') +35.58' T.O. GUARDRAIL +21'-4" ROOF DECK F.F. (+32.08') -+19'-11" CEILING (+30.67') -+10'-11" 2nd F.F. (+21.67') +9'-6" CEILING (+20.25') -�-+1'-4 3/4" ESTABLISHED GRADE PER H.O.A. (+12.14') --+1'-2" ESTABLISHED GRADE PER CITY (+11.92') - +0'-0" 1st F.F. (+10.75') exterior elevations 1/4"=1'-0" davis residence 720 via lido nord newport beach, California 92663 4' 8' 20 October 2017 ©copyright 2017 job #1702 eric aust architect 62 balboa coves newport beach, california 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, California 92663 tel 949.636.2433 20 materials SYMBOI MATERIAL I DESCRIPTION OA STUCCO 3 COAT SMOOTH STUCCO; COLOR TO BE INTEGRAL COLORED, LIGHT BEIGE AND BE APPROVED IN THE FIELD. WIz PROVIDE MERLEX 'BASEX' POLYMER -MODIFIED BASE COAT ANTI -FRACTURE MEMBRANE OVER BROWN COAT 1/2" THICK (MAX.) 6"x24" GAUGED BLUE SLATE VENEER (TO BE APPROVED BY OWNER) INSTALLED B O STONE 0/ SCRATCH & BROWN COAT OVER WIRE LATH 0/ TYVEK STUCCOWRAP 0/ 1/2" A.P.A. RATED PLYWOOD SHEATHINC < WOOD 16 HORIZONTAL QUARTER SAWN, CLEAR CEDAR WOOD SIDING; STAINED FINISH (GATES AND GARAGE DOORS) OD WINDOW/DOOR FLEETWOOD WINDOWS/DOOR WITH DARK BRONZE ANODIZED ALUMINUM FINISH FLAT CONCRETE ROOF TILE; EAGLE ROOFING PRODUCTS "BEL AIR" STYLE #4697, "CHARCOAL RANGE" COLOR OEROOF SHINGLES CLASS 'A' ASSEMBLY OVER 30 LB. FELT UNDERLAYMENT OVER 1/2" COX PLYWOOD SHEATHING, TYP. WINDSORONE 5/4x8 TRIM BOARD AT ALL EAVES; PAINT COLOR TO MATCH STUCCO; OF EAVE UNDERSIDE OF EAVE TO BE QUARTER SAWN, CLEAR CEDAR SIDING (STAINED) OG GUTTERS DARK BRONZE CONTINUOUS METAL BOX GUTTER AND DOWNSPOUTS; CONFIRM EXACT DESIGN WITH OWNER EXPOSED EXPOSED STEEL COLUMN AND STEEL GUARDRAILS WITH DARK BRONZE PAINTED FINISH OH STEEL TO MATCH DARK BRONZE WINDOW/DOOR FINISH +35.79' ROOF PEAK (+23-7 3/4" ABOVE AVG. CURB) ---------------------------------- 12 3.51-- i 1 +19'-11" CEILING (+30.67')- --f---------- WI wl al 0 a 1 I 1 +10'-11" 2nd F.F. (+21.67') +8'-0" GARAGE CEILING (+20.25')- --- - - - - - - I established grade and overall height ESTABLISHED GRADES SW CORNER 12.01' SE CORNER 12.16' NW CORNER 11.76' NE CORNER 11.75' AVERAGE: 12.01 +12.16+11.76+11.75=47.68 47.68/4 = 11.92' ESTABLISHED AVERAGE GRADE HEIGHT CERTIFICATION INSPECTION SHALL BE REQUIRED FOR THIS PROJECT lido isle height determination ESTABLISHED GRADES: S.W. TOP OF CURB 12.22' S.E. TOP OF CURB 12.05' AVERAGE: 12.22 + 12.05 = 24.27 24.27/2 = 12.14' ESTABLISHED TOP OF CURB 24' MAX. HEIGHT (12.14 + 24) = 36.14' 24' LIDO ISLE HEIGHT LIMIT (36.14')- -----------------------------------------------rL---------------------/---------- 24' CITY HEIGHT LIMIT (35.92L --- \u/ \ n F +35.58' T.O. GUARDRAIL ----J +21'-4" ROOF DECK F.F. (+32.08')--- ----------------------- I +19'-11" CEILING (+30.67')--- - -- - - - - - - - - - - - - - - - - - - --F WIz wl d �I h 12 \ 3.5F- +10'-Il" .5j +10'-11" 2nd F.F. (+21.67')--- - --- - - - - - - - - - - - - - - - - 2 +9'-6" CEILING (+20.25')- --- ------------------ I 2'-6° 1 I 1 I 1 +1'-4 3/4" ESTABLISHED GRADE PER H.O.A. (+12.14') - - - - - - - - - - - - - +1'-2" ESTABLISHED GRADE PER CITY +11.92' - - - - - - - - - - - - - - - - +0'-0" 1st F.F. (+10.75') - --------------------- -0'-9" T.O. BULKHEAD (+10.00') 5 east elevation (side) A3.1 SCALE: 1/4" = 1'-0" -------------------------------------- +35.79' ROOF PEAK (+23-7 3/4" ABOVE AVG. CURB) 12 3.5 I - - - - - - - - - - 1 +19'-11" 2nd F.F. (+30.67') W z J Y IW IW 0 a 1 I E 1 --- J� --- +10'-11" 2nd F.F. (+21.67') ____--- - +10'-9" DECK (+21.50') --- -1- +9'-6" 1st F.F. (+20.25') I 1 6 west elevation (side) A3.1 SCALE: 1/4" = 1'-0" exterior elevations 1/4"=1'-0" davis residence 720 via lido nord newport beach, California 92663 20 October 2017 ©copyright 2017 job #1702 eric aunt architect 62 balboa coves newport beach, california 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, california 92663 tel 949.636.2433 27 +1'-4 3/1 --------------------------------------------------------------------------------------- 24' LIDO ISLE HEIGHT LIMIT 36.14') 3/4" ABOVE AVG. CURI m 1 north/south building section A4.0 SCALE: 1/4" = 1'-0" 25') 33 ----------------------------------------� ----- �iA6=1 --- ----------------------------------- 24' LIDO ISLE HEIGHT LIMIT (36.14') -----------------------------------------I--------------------------------------- 2 north/south building section A4.0 SCALE: 1/4" = 1'-0" (+12.14 )2') building sections 1/4"=1'-0" davis residence 720 via lido nord newport beach, california 92663 1' 2' 4' 8' 20 october 2017 ©copyright 2017 job #1702 eric aunt architect 62 balboa coves newport beach, california 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, california 92663 tel 949.636.2433 22 0 PROPERTY LINE C E 4'-0" EASEMENT 0 I o I N K < D2 L=1 I I K3 22'-2Y2° -------------- 18'-4" C 76'-0" --- --® ----- -- —_------------ y 4k6 3" 5 PROPERTY LINE L G L 8 2 SD2 TYP N�6 e— — — — — — — 4'-0" SQ x 1'-3" D GONG FTG W/5-#5 @ BOT ,35'-5)/2" -- --�6 I 3 I �04 I � 1'yOF�"6 u r .5' �—+ — — — TYP @ SD2 J L=17' B TYP @ } SD2 HOUSE TYP SD2 GARAGE f 4'-6" SQ x 1'-3" D + 1d 5" CONC FTG W/5—#5 @ BOT L=13.5' SD2 TYP L=13' K 2 3 1 sD2 D I I m I SD2 TYP 1 MAX 12'-0" l y s EA DIRECTION T P S 3+Jb SAW CUT SD2 TYP TYP I K 7ss I m I DN D F TYP SD2 HSS 3 f D2 SIM SD2 R I I I I I I I I I I I � I I m I I " I I I I I 0 I N N0�24 1 L- -1 2----�--- —� f� f� L=23.5' r L_ J N ----- , L=22.5' u u � 24'-0" 11'-10" 6'-11" ���J 0 J 32'-3" K K 4'-6" SQ x 1'-3" D PROPERTY LINE SD2 SD2 CONC FTG W/5-#5 @ BOT 1.1 FOUNDATION PLAN SCALE: 1/4" = V-0" 1 NORTH PROJECT NORTH LEGEND : �Lt INDICATES AT EACH EFFECTIVE TYPE OF WOOD SHEAR WALL WITH 1 OR 2-HOLDOWNS END & REQUIRED MINIMUM TOTAL LENGTH (Lt) & LENGTH (Le) FOR SHEAR WALL WITH OPENING. NOTE SD3 Q SURVEYOR TO FILE A CORNER RECORD OF Af Q INDICATES f OF WOOD SHEARWALL WITH 1 OR RECORD OF SURVEY WITH THE OFFICE OF < L=2' Q 5. FOR ROOF & ROOF DECK FRAMING PLAN, SEE SHEET (S-3). UP 2-HOLDOWNS AT EACH END & REQUIRED MINIMUM LENGTH (L). () BE SUBMITTED TO THE BUILDING INSPECTOR 0 Uj 0:2u . g PRIOR TO FOUNDATION INSPECTION. 0 INDICATES TYPE OF HARDY FRAME OR STRONG -WALL of SHEARWALL WITH REQUIRED MINIMUM LENGTH (L). I L=8 f 1 I I I I I I I ++ D3 4'-0" SQ x V-3" D K 1 CONC FTG W/5-#5 @ BOT SD2 V-6" W x V-3" DkCONT f CONC FTG -- F { W/2-#5 T & B TYP U.N.O. �X4 } S +Jti 2 \A — J ---------- ---- PLANTER ss s� ��-----L-- o ---------- -----------J L--- -- GsD3 F --� — �------- — — F_ -I L-1 N0�24 1 L- -1 2----�--- —� f� f� L=23.5' r L_ J N ----- , L=22.5' u u � 24'-0" 11'-10" 6'-11" ���J 0 J 32'-3" K K 4'-6" SQ x 1'-3" D PROPERTY LINE SD2 SD2 CONC FTG W/5-#5 @ BOT 1.1 FOUNDATION PLAN SCALE: 1/4" = V-0" 1 NORTH PROJECT NORTH A 0 I PROPERTY LINE I I dig (^7 Awr& CID (d M UJ ® M 04 d Q CON ■ Z V (D < Cm � O Q + to >cm LU a N Lli o O N a co co Ao L Q i LLJ Z V ® V o2 z iD _ JQ Q Q W //�� O ct) LL > 0OA ® li Lu3 Z N a�E a a 0U ®z Lu W O O O 161 Z 3 Pav1 VZ a LL E r4 w ZD �® Z �a =Qou J U E p F U ZD a •n N N 2 O Z Doi O o J M S 3912 BUILDING NOTES : 1. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 2. FOR NOTES & INFORMATION NOT SHOWN ON THIS SHEET, SEE SHEET (SD -0). LEGEND : �Lt INDICATES AT EACH EFFECTIVE TYPE OF WOOD SHEAR WALL WITH 1 OR 2-HOLDOWNS END & REQUIRED MINIMUM TOTAL LENGTH (Lt) & LENGTH (Le) FOR SHEAR WALL WITH OPENING. NOTE 3. FOR GENERAL NOTES, SCHEDULES & LEGENDS SEE SD -1 & SD -1A.= Q SURVEYOR TO FILE A CORNER RECORD OF Af Q INDICATES TYPE OF WOOD SHEARWALL WITH 1 OR RECORD OF SURVEY WITH THE OFFICE OF < L=2' Q 5. FOR ROOF & ROOF DECK FRAMING PLAN, SEE SHEET (S-3). COUNTY SURVEYOR. EVIDENCE OF FILING SHALL 2-HOLDOWNS AT EACH END & REQUIRED MINIMUM LENGTH (L). () BE SUBMITTED TO THE BUILDING INSPECTOR 0 Uj 0:2u . g PRIOR TO FOUNDATION INSPECTION. 0 INDICATES TYPE OF HARDY FRAME OR STRONG -WALL <�>L=2' SHEARWALL WITH REQUIRED MINIMUM LENGTH (L). A 0 I PROPERTY LINE I I dig (^7 Awr& CID (d M UJ ® M 04 d Q CON ■ Z V (D < Cm � O Q + to >cm LU a N Lli o O N a co co Ao L Q i LLJ Z V ® V o2 z iD _ JQ Q Q W //�� O ct) LL > 0OA ® li Lu3 Z N a�E a a 0U ®z Lu W O O O 161 Z 3 Pav1 VZ a LL E r4 w ZD �® Z �a =Qou J U E p F U ZD a •n N N 2 O Z Doi O o J M S 3912 BUILDING NOTES : 1. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 2. FOR NOTES & INFORMATION NOT SHOWN ON THIS SHEET, SEE SHEET (SD -0). 09/07/17 z 3. FOR GENERAL NOTES, SCHEDULES & LEGENDS SEE SD -1 & SD -1A.= Q Q Af Q 4. FOR SECOND FLOOR FRAMING PLAN, SEE SHEET (S-2). Q Z Q Q Q 5. FOR ROOF & ROOF DECK FRAMING PLAN, SEE SHEET (S-3). w Y ° Q o 0 Uj 0:2u . g . a 0 6. FOR SHEARWALLS ANCHOR BOLTS, SEE SCHEDULE B/SDO. 7. FOR WOOD STUD WALL ASSEMBLY, SEE WALL ELEVATION C/SD-2A. 8. INSTALL STRAPS AT ALL WINDOWS AND DOORS CORNERS AT SHEARWALLS IN 70 ACCORDANCE WITH DETAIL A/SD-2A, UNLESS LONGER STRAPS HAVE BEEN SPECIFIED ON PLAN. r 9. FOR NAILER AT HSS COLUMN SEE DETAIL K/SD-2 TYPICAL. o ::�9 GENERAL REQUIREMENTS 1. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES. 2. SITE INSPECTION: THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE & SHALL VERIFY ALL DIMENSIONS, LOCATIONS & ELEVATIONS OF THE EXISTING CONSTRUCTION.THE CONTRACTOR SHALL ALSO DILIGENTLY INVESTIGATE THE SITE FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES, PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO "WILLIAM SIMPSON & ASSOCIATES, INC." HEREINAFTER CALLED "THE ENGINEER". 3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS REQUIRED BY STATE AND LOCAL CODES. 4. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CITY AND UTILITY COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR CONNECTING TO SEWER, PIPING OR WIRING, ETC., AND REPORT ANY PROBLEMS TO THE ENGINEER. 5. CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE COMMENCING ANY WORK. 6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 7. CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. 8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 9. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE, 10. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND SPECIFICATIONS. 11. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. 12. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT .SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY ADJACENT STRUCTURE DURING THE COURSE OF CONSTRUCTION. 15. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER THE BAY STREETS GUTTERS OR STORM DRAINS. ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17.32.020. 16. DEMOLITION: ALL MATERIAL FROM THE EXISTING BULKHEAD THAT IS NOT USED AS FILL SHALL BE REMOVED FROM THE SITE & DISPOSED OF IN AN OFFICIAL DUMP SITE. 17. SEE THE LATEST "GENERAL GRADING SPECIFICATIONS" OF THE BUILDING DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. 18. POOLS, SPAS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 19. ALL A.S.T.M, SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE LATEST ISSUE OF THE A.S.T.M. 20. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE. FOUNDATIONS 1. THE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS. 2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR ENGINEERED COMPACTED FILL. 3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT. 4. THE TOP OF ALL EXCAVATIONS SHALL BE PROTECTED AGAINST HEAVY SURCHARGE LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE ENTIRE CONSTRUCTION PERIOD. 5. THE SOILS REPORT DESCRIBED UNDER ITEMS No.7 BELOW SHALL BE A PART OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN THE SOILS REPORT AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. 6. PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. THE PAD SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING ANY CONCRETE. THE PAD SHALL BE KEPT MOIST PRIOR TO THE PLACING OF CONCRETE. 7. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT ON FILE WITH THE BUILDING DEPARTMENT. SOILS REPORT PREPARED BY:. ................................ .COAST GEOTECHNICAL, INC. ADDRESS: ......................................:.....................1200 W. COMMONWEALTH AVE. FULLERTON, CA 92833 PHONE NUMBER: .........................................................................(714) 870-1211 FAX NUMBER: .........................................................................(714) 870-1222 EMAIL: .....................................................................coostgeotec@sbcglobal.net SOILS REPORT DATE: ...............................................................AUGUST 10, 2017 SOILS REPORT JOB NUMBER: .......................................................W.0.536317-01 GRADING NOTES 1. THE ANTICIPATED TOTAL VOLUME OF CUT AND FILL FOR SEAWALL CONSTRUCTION ON THIS PROJECT IS MORE THAN 50 CUBIC YARDS. THUS, GRADING PERMIT IS REQUIRED - SEE ITEM 2 BELOW. 2. WHEN A GRADING PERMIT & PLANS ARE REQUIRED, IF NO GRADING IS ADDRESSED ON THE PLANS -SEE THE CIVIL & ARCHITECTURAL PLANS FOR THE FINISH GRADING ON THE SHORE SIDE OF THE BULKHEAD. 3. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 4. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT:OWNER GRADING CONTRACTOR DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 5. THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT & APPROVE ALL AREAS PRIOR THE THE PLACEMENT OF ANY FILL. 6. ALL FILLS SHALL BE INSPECTED, TESTED & APPROVED BY THE GEOTECHNICAL ENGINEER VERIFYING MINIMUM OF 90% REQUIRED RELATIVE COMPACTION AS WELL AS STABILITY. 7. ALL EXCAVATIONS FOR ANCHORS SHALL BE INSPECTED & APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. 8. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 9. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 10. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. SEE DETAILS L & R ON SHEET SW -2. 11. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. 12. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 13, DATUM: ALL ELEVATIONS ARE BASED ON MLLW DATUM. m It 0 3 ���� "pUVVUUUI' F'IIIIO "OOOUVUUIIf100 UUIII OOOOOODU P'OOOV NOTES I i011111111111 uuuum'VIVV� "MIVVN BACKFILLING & COMPACTION NOTES 1. ALL BACKFILL SHALL CONFORM TO THE SOILS ENGINEER'S REPORT AND RECOMMENDATIONS. 2. UTILITY TRENCH BACKFILL AND ANY OTHER BACKFILL MUST BE MECHANICALLY COMPACTED. JETTING AND FLOODING SHALL NOT BE PERMITTED. 3. WHERE WALLS ARE BACKFILLED ON ONE SIDE ONLY, PROVIDE SHORING OR OTHER APPROVED MEANS OF LATERAL SUPPORT UNTIL RESISTING ELEMENTS ARE ALL IN PLACE AND HAVE ATTAINED THEIR REQUIRED STRENGTHS. RESISTING ELEMENTS SHALL BE CONCRETE SLABS OR OTHER PERMANENT BUILDING COMPONENTS. 4. UNLESS NOTED OTHERWISE IN THE SOILS REPORT, ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY IN ACCORDANCE WITH THE REQUIREMENTS OF THE CBC APPENDIX SECTION 3313. 5. FILTER CLOTH SHALL BE MIRAFI 14ON-SERIES NONWOVEN POLYPROPYLENE GEOTEXTILE AS MANUFACTURED BY "TC MIRAFI COMPANY" AND SHALL BE MINIMUM 2.0' WIDE AND BE PLACED ON THE INSIDE FACE OF THE BULKHEAD EXTENDED EQUALLY FROM THE JOINT TO (2.0') BELOW THE FINAL MUDLINE FOR THE ENTIRE HEIGHT OF THE BULKHEAD. 6. COMPACTION REPORT MUST BE SUBMITTED TO AND BE APPROVED BY THE BUILDING DEPARTMENT BEFORE FOUNDATION INSPECTION. 7. A FINAL SOIL REPORT OF COMPACTION & APPROVAL SHALL BE PREPARED BY THE PROJECT GEOTECHNICAL ENGINEER & SUBMITTED FOR BUILDING DEPARTMENT REVIEW AT THE COMPLETION OF THE PROJECT. 8. COMPACT SOIL TO THE REQUIRED RELATIVE DENSITIES PER ASTM 155-91. DO NOT USE HEAVY COMPACTION EQUIPMENT WITHIN 20 FEET OF THE BULKHEAD. 9. ON SITE BROKEN CONCRETE & AC PAVING MAY BE USED AS FILL PROVIDED IT DOES NOT EXCEED 6 INCHES IN SIZE & IS NOT STACKED, LAYERED OR PLACED ABOVE ELEVATION +7.0' & IS APPROVED BY THE GEOTECHNICAL ENGINEER. CONCLUSIONS AND REOMMENDATIONS - PER SOILS REPORT. FROM A SOILS ENGINEERING AND ENGINEERING GEOLOGIC POINT OF VIEW, THE SUBJECT PROPERTY IS CONSIDERED SUITABLE FOR THE PROPOSED CONSTRUCTION PROVIDED THE CONCLUSIONS AND RECOMMENDATIONS IN THE GEOTECHNICAL REPORT ARE INCORPORATED INTO THE DESIGN AND PROJECT SPECIFICATIONS. SOLID SAWN MEMBERS AND GLU-LAM BEAMS 1. ALL WOOD -CONSTRUCTION FINGERS SHALL HAVE FRAMING THAT INCLUDES CROSS -MEMBERS THAT PROVIDE RIGID CONNECTION TO THE FULL-LENGTH STRINGERS. ALL CONNECTIONS SHALL BE MADE USING THRU-BOLTS. A) COMMERCIAL DOCK FRAMING: FOR INDEPENDENT LONG DOCKS THAT FLOAT FREELY AND DO NOT HAVE DOCKS AND/OR FINGERS ATTACHED FOR STABILITY, ALL PRIMARY LOAD CARRYING FRAMING MEMBERS SHALL BE FABRICATED FROM GLUED -LAMINATED BEAM CONSTRUCTION, TO PREVENT WARPAGE OF THE MAJOR MEMBERS, CONTRIBUTING TO DOCK INSTABILITY. 2. ALLOWABLE STRESSES FOR HARBOR STRUCTURES SHALL NOT EXCEED THOSE STATED IN THE "CALIFORNIA BUILDING CODE". 3. TIMBER USED FOR WALKING DECKS SHALL HAVE A MINIMUM NET THICKNESS OF 1Y2 INCHES. 4. TIMBER FOR WALKING SURFACES SHALL BE DOUGLAS FIR, SELECT STRUCTURAL. SAWN TIMBER FOR OTHER FRAMING MEMBERS SHALL BE DOUGLASS FIR, No.1 MINIMUM. 5. GLUED -LAMINATED TIMBER SHALL BE DOUGLASS FIR 24F -V8, INDUSTRIAL GRADE FOR APPLICATION IN WET ENVIRONMENT. FABRICATION SHALL COMPLY WITH PRODUCT STANDARD PS 56-73, "STRUCTURAL GLUED LAMINATED TIMBER". 6. WALKING SURFACES SHALL HAVE A NON-SKID FINISH AND BE MAINTAINED PERIODICALLY OR WHEN WORN AND UNSAFE. TREATED TIMBER DECKING REQUIRES NO FURTHER NON-SKID FINISH. 7. DIMENSIONAL LUMBER IS NOT REQUIRED TO BE PAINTED. HOWEVER, IF THE APPLICANT CHOOSES TO PAINT, SUCH PAINT SHALL BE MAINTAINED TO GOOD CONDITION AND APPEARANCE. 8. PLYWOOD UTILIZED WITHIN DOCK FRAMING SYSTEM SHALL BE EXTERIOR GRADE MATERIAL. PLYWOOD SHALL NOT BE USED AS THE WALKING SURFACE FOR A DOCK SYSTEM, UNLESS THE PRODUCT CAN BE DEMONSTRATED TO THE CITY OF NEWPORT BEACH BUILDING DEPARTMENT THAT IS PROVIDED WITH A FACTORY -APPLIED PROTECTIVE, NON-SKID WALKING SURFACE THAT WILL BE DURABLE AND HAS A PROVEN PROCESS FOR PATCHING AND TOUCH-UP. INTERNAL PLYWOOD MEMBERS SHALL BE PROVIDED IN SUCH A MANNER THAT WATER CAN BE EASILY CONVEYED OFF THE TOP SURFACE OF THE PLYWOOD AND NOT POND OR GET TRAPPED, LEADING TO EARLY DETERIORATION AND DRY ROT. 9. WEIGHT OF TREATED DOUGLAS FIR SHALL BE ASSUMED TO BE 35 POUNDS PER CUBIC FOOT. 10. ALL TIMBER SHALL BE MARKED WITH THE APPROPRIATE GRADE OF MATERIAL AND PRESERVATIVE TREATMENT, OR MAY BE SUBJECT TO REJECTION BY THE CITY INSPECTOR. 11. WOOD PRESERVATIVE FOR TIMBER: A) ALL TIMBER PRODUCTS SHALL BE COATED WITH PRESERVATIVE TREATMENT TO RETENTION LIMITS RECOMMENDED BY THE AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD M4 "STANDARD FOR THE CARE OF PRESERVATIVE -TREATED WOOD PRODUCTS" AND AWPA STANDARD C2 "LUMBER, TIMBER, BRIDGE TIES & MINE TIES - PRESERVATIVE TREATMENT BY PRESSURE PROCESSES". B) CURRENT STATE AND FEDERAL ENVIRONMENTAL REQUIREMENTS AND GUIDELINES FOR THE TYPE AND APPLICATION OF PRESERVATIVE TREATMENTS WILL BE STRICTLY ENFORCED. C) ALL LUMBER MUST BEAR A STAMP BY THE AMERICAN LUMBER STANDARDS COMMITTEE FOR CONFORMANCE TO THE AMERICAN PRESERVERS ASSOCIATION STANDARDS. D) FIELD CUTS AND BORED SHALL RECEIVE FIELD -APPLIED PRESERVATIVE TREATMENT IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. PRESERVATIVE TREATMENT CHEMICALS SHALL NOT BE ALLOWED TO ENTER HARBOR WATERS. 12. ALL BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF Y32' TO A MAXIMUM OF Ys" LARGER THAN THE BOLT DIAMETER. WOOD MEMBERS WITH HOLES NOT MEETING THE ABOVE CRITERIA SHALL BE REMOVED AND REPLACED. STEEL 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 GRADE 50 OR A992 WITH Fy = 50 KSI. 2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL CONFORM TO A.S.T.M. A53, GRADE B. 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE B, Fy - 46 KSI. 4. BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTHERWISE. WHERE HIGH STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM 3/y" DIAMETER AND CONFORM TO A.S.T.M. A325 SC CLASS A UNLESS NOTED OTHERWISE ON THE PLANS. THE INSTALLATION OF H.S. BOLTS SHALL BE INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. 5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES U.N.O. 6. STRUCTURAL STEEL "NELSON" STUDS SHALL BE MANUFACTURED FROM C1015 C1017 AND C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108 -58T. 7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS FOLLOWS: A) FOR 18 GA. THICK AND LIGHTER STEEL : A446, GRADE A (GALVANIZED) OR A570, GRADE 33 OR A611, GRADE C - ALL HAVING MINIMUM OF 33 KSI YIELD STRENGTH. B) FOR 16 GA. THICK AND HEAVIER STEEL : A446, GRADE D (GALVANIZED) OR A570, GRADE 50 OR A607, GRADE 50 - ALL HAVING MINIMUM OF 50 KSI YIELD STRENGTH. 8. FABRICATION AND ERECTION SHALL CONFORM TO THE 14th EDITION OF A.LS.C. SPECIFICATIONS. 9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED. BURNING OF HOLES SHALL NOT BE PERMITTED. 10. ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPDXY COATED. WELDING 1. ALL WELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY CERTIFIED WELDERS, USING E70XX ELECTRODES. 2. WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN ELECTRODES, A233, CLASS E70XX SERIES. 3. WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP, HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH THE SECTION 1704.2.2 OF THE CBC. 4. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDINGS. CONCRETE 1. ALL CONCRETE MIX DESIGNS, CONFORMING TO CBC SECTIONS 1904 & 1905, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE IS PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT OF 6.0 SACKS OF CEMENT PER CUBIC YARD OF MIX. ALL CONCRETE MIXES SHALL BE CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 2. CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI AND A 0.45 WATER -TO -CEMENT RATIO. 3. CONCRETE GROUT SHALL HAVE THE SAME COMPRESSIVE STRENGTH AS THE OTHER CONCRETE AND SHALL BE A SUITABLE MIX CONSISTING OF PEA GRAVEL, SAND, CEMENT AND WATER. MAXIMUM SLUMP SHALL BE 5 INCHES. AN APPROVED SUPERPLASTICIZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP TO MAXIMUM 7.5 INCHES. GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE "RAPID -CET" OR "FIVE STAR GROUT" OR APPROVED EQUAL. 4. CONCRETE SHALL BE DESIGNED FOR PERMEABILITY, STRENGTH, CHEMICAL STABILITY AND ABRASION RESISTANCE, APPROPRIATE FOR ITS APPLICATION. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR TYPE II MODIFIED, AND LOW ALKALI. CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM C 494. CHEMICALS DESIGNED TO LIMIT CORROSION OF INTERNAL REINFORCING MAY BE USED. AIR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASTM C 260. COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C 33, AND ASTM C 330 WHERE LIGHTWEIGHT AGGREGATES ARE USED. LIGHTWEIGHT AGGREGATE, IF USED, SHALL CONSIST OF EXPANDED AND COATED SHALE OR EQUIVALENT MATERIAL OF SUFFICIENT STRENGTH AND DURABILITY TO PROVIDE CONCRETE OF THE REQUIRED STRENGTH. 5. WHERE CONCRETE WILL COME IN CONTACT WITH CHLORIDES FROM DE-ICING SALT OR A MARINE ENVIRONMENT, DCI CORROSION INHIBITOR BY W. R. GRACE COMPANY, OR EQUAL OR BETTER SHALL BE USED. THE CORROSION INHIBITOR SHALL BE IN COMPLIANCE WITH ASTM C1582 AND ASTM C494 TYPE C AND SHALL BE AT A RATE OF TWO TO FOUR GALLONS PER CUBIC YARD OF CONCRETE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ON SITE SPECIFIC CONDITIONS. 6. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S.T.M. AND CBC STANDARDS. RESULTS OF THE 7 & 28 DAY TESTS SHALL BE SUBMITTED TO THE ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES AND MUST ALSO BE REPORTED. ADDITIONALLY, ALL LIGHT WEIGHT CONCRETE SAMPLES MUST HAVE THEIR IN-PLACE DENSITIES DETERMINED AND REPORTED. 7. SIDES OF FOOTING PADS MAY BE POURED AGAINST STABLE EARTH. 8. SLURRY CONCRETE, WHERE SPECIFIED OR USED, SHALL HAVE A MINIMUM CEMENT CONTENT OF 1.5 SACKS OF CEMENT PER CUBIC YARD OF MIX. 9. SEE ARCHITECTURAL NOTES FOR COLORED OR TEXTURED CONCRETE. 10. CONCRETE FORM WORK TOLERANCES SHALL BE IN ACCORDANCE WITH CBC AND A.C.I. STANDARDS. 11. ALL STEEL REINFORCING, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR, PRIOR TO THE PLACING OF ANY CONCRETE. 12. ALL NECESSARY BRACES, STRONGBACKS, PICK-UP INSERTS, BOLTS, ETC., FOR PRECAST CONCRETE PANELS SHALL BE DESIGNED BY OTHERS FOR SAFE ERECTION OF THE PANELS. 13. NO CALCIUM CHLORIDE SHALL NOT BE USED IN ANY CONCRETE. 14. ALL CONCRETE TO BE CURED FOR A MINIMUM OF 3 DAYS BY A METHOD ACCEPTABLE TO THE ENGINEER. FORMS MAY BE STRIPPED ONLY AFTER THE CONCRETE HAS ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 15. CHAMFER EXPOSED CORNERS 3/d' U.N.O. ABBREVIATIONS A.B. ............ ANCHOR BOLT DN ....... DOWN A.C. ........... ASPHALT CONCRETE DP ................ DEEP A/C ............ AIR CONDITIONING D.S. ............ DOWNSPOUT A.C.P. ......... ASPHALT CONCRETE PAVING DWGS .......... DRAWINGS ADDL .......... ADDITIONAL (E) ... .. EXISTING A.F.F. ......... ABOVE FININSH FLOOR EA.............- EACH ALUM .......... ALUMINUM E.FF. ............. EACH FACE ALT ............ ALTERNATE ELEC ............ELECTRICAL INFORMATION ANOD ......... ANODIZED ELEV ............ ELEVATION ARCHT ........ ARCHITECTURAL EMBED ........ EMBEDMENT, EMBEDDED B.B. ............ BOTTOM OF BEAM E.N.- ........ ... EDGE NAILING BET .............. BETWEEN EQ ............... EQUAL BLDG ............ BUILDING E.S. ............. EACH SIDE BLKG ...........BLOCKING OF E.W. .............EACH WAY BM ............. BEAM EXIST ........... EXISTING B.N.- .... ...... BOUNDARY NAILING EXP ............. EXPANSION BOT ............. BOTTOM EXT ............. EXTERIOR B.W. ............ BOTTOM OF WALL F.D. ............ FLOOR DRAIN C ................. CHANNEL FDX .... FOUNDATION CANT .......... CANTILEVER F.F. ..............FINISH FLOOR C.G. ............... CENTER OF GRAVITY F.G. ............FINISH GRADE C.J CONSTRUCTION JOINT OR R.B.-........... ROOF BEAM . ............... CEILING JOIST FIN ...............FINISH LONG CL CENTER LINE F.J. ...._........FLOOR JOIST ................. CLG .............. CEILING FLG ..............FLANGE REINFORCING CTR ............. CLEAR FLR .............. FLOOR C.M.U. ......... CONCRETE MASONRY UNIT F.O.C. .......... FACE OF CONCRETE COL ............ COLUMN F.O.M. .......... FACE OF MASONRY COMPO ........ COMPOSITION F.O.S. .......... FACE OF STUD CONC .......... CONCRETE F.N. ............. FIELD NAILING CONN .......... CONNECTION F.S. ............. FAR SIDE CONT .......... CONTINUOUS FT ............... FEET OR FOOT CONST ........ CONSTRUCTION FTG ............. FOOTING CORR .......... CORRIDOR CALM ........... GALVANIZED CTR ............ CENTER GA ............... GAUGE DBL ............. DOUBLE G.I. .............. GALVANIZED IRON DET ............. DETAIL GILD ............. GLU-LAM BEAM DF .............. DOUGLAS FIR OLE ............. GLU-LAM PURLIN D.F. ............ DRINKING FOUNTAIN GYP BD -....... GYPSUM BOARD DIAG ........... DIAGONAL HDR .............HEADER SIMILAR DIAPH ......... DIAPHRAGM HGR .............HANGER MECHANICAL DIA ............... DIAMETER HK. .............. HOOK DIM ............. DIMENSION HORIZ .......... HORIZONTAL W.W.F. ..........WELDED WIRE FABRIC H.P. ............. HIGH POINT REINFORCING STEEL 1. FOR STRUCTURES EXPOSED TO SALT WATER SPLASH OR IMMERSION, REBAR REINFORCEMENT SHALL CONFORM TO ASTM A 706 UNLESS NOTED OTHERWISE ON DETAILS AND SHALL BE EPDXY COATED PER ASTM A 934, AFTER BENDING OF THE REBARS. WELDED WIRE MESH SHALL CONFORM TO ASTM A 185 AND SHALL BE EPDXY COATED CONFORMING TO ASTM A 884 WITH ALL VISIBLE DEFECTS AND CUT ENDS REPAIR COATED. WIRES USED TO TIE REINFORCING STEEL SHALL BE EITHER EPDXY COATED STEEL, OR A 316 STAINLESS STEEL. 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 42 BAR DIAMETERS IN CONCRETE AND 48 BAR DIAMETERS IN MASONRY WITH 24 INCH MINIMUM LAP IN EACH CASE, UNLESS NOTED OTHERWISE ON PLANS. ALL SPLICES WHEN DETAILED SHALL BE LOCATED WHERE SHOWN ON PLANS. 3. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION WITH METAL OR CONCRETE BLOCKS, CHAIRS, .SPACERS, ETC., AND WIRE TIES BEFORE PLACING ANY CONCRETE. 4. ADDITIONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE PANELS SHALL BE ADDED PER THE CONTRACTOR'S DETAILS. 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE. A) CONCRETE BELOW GRADE OR IN CONTACT WITH SOIL: WHEN CAST AGAINST EARTH 3", WHEN FORMED 2", B) WALLS ABOVE GRADE: EXTERIOR FACE %% INTERIOR FACE 1". C) PRECAST CONCRETE ELEMENTS: AS DETAILED. D) CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB, UNLESS NOTED OTHERWISE. 6. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH CBC SECTION 1907. 7. ALL TIE WIRES SHALL BE MINIMUM 16 GAUGE, BLACK ANNEALED, CONFORMING TO A.S.T.M. A82. 8. ALL REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BONDING. 9. ALL BENDS IN REINFORCING SHALL BE COLD BENDS. NAILING AND FASTENERS 1. ;;L- `,.ELS AND FASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM A153 CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR THERMAL PLASTIC RESIN LATEX ADHESIVE COATED. 2. ALL NAILS SHALL BE 16d (0.148" DIAMETER) HELICAL THREAD NAILS, WITH MINIMUM BENDING YIELD STRENGTH OF FYB = 90,000 PSI, U.N.O. 3. NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC. 4. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1Y2' PENETRATION INTO THE FRAMING MEMBERS. 5. ALL HARDWARE SHALL BE CORROSION -RESISTANT COMPLYING WITH HDG G185 FINISH AND BE MANUFACTURED BY "SIMPSON STRONG -TIE CO., INC." (OR APPROVED EQUAL), AND SHALL HAVE A VALID ICC NUMBER ON THE PRODUCT. ANY DEVIATION FROM THE APPROVED PRODUCTS MUST BE APPROVED BY THE BUILDING DEPARTMENT, NOT BY THE FIELD INSPECTOR. 6. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BLIND NAILING SHALL NOT BE ACCEPTABLE AND WILL BE REJECTED. 7. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS: A) MECHANICAL ANCHORS SHALL BE HILTI KWIK BOLT KB -TZ AND BE INSTALLED IN ACCORDANCE WITH ICC ESR -1917 B) ADHESIVE ANCHORS SHALL BE HILTI "HIT-HY 200" ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR -3187 OR SIMPSON STRONG -TIE "SET -XP EPDXY' ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR -2508. C) HOLES SHALL BE DRILLED WITH NON-REBAR-CUTTING DRILL BITS. D) CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE INSTALLATION OF ANCHORS/DOWELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS INCLUDING CLEANLINESS OF DRILL HOLES AND PROPER EMBEDMENT. E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM 5/8" DIAMETER AT 24" ON CENTER WITH A MINIMUM OF 5" EMBEDMENT. HT ............... HEIGHT OFF ............. OFFICE T.F. ............. TOP OF FOOTING H.S. ............. HIGH STRENGTH OPNG ...........OPENING w T.B. ............. TOP OF BEAM HVAC ........... HEATING/VENTILATING & OPP HD .......OPPOSITE HAND TG ............... TAPERED GIRDER N 0) AIR CONDITIONING O.S.F. ...-..... OUTSIDE FACE T.G. ............. TOP OF GIRDER IN............. .. INCH P.0 . ............ PIPE COLUMN THK ............. THICK INFO ............ INFORMATION PEN ............. PENETRATION T.L. ........... THROUGH INT .............. INTERIOR PL ................. PLATE OR PROPERTY LINE T.L. ..............TOP OF LEDGER U.S. ............. JOIST BEARING PILAS .......... PILASTER T.N. ..............TOP OF NAILER J.G. ............. JOIST GIRDER PLYWD ......... PLYWOOD T.O. ..............TOP OF JST ............. JOIST PSF .-.......... POUNDS PER SQUARE FOOT T.O.P. .......... TOP OF PARAPET/PANEL JT ............. JOINT PSI ............. POUNDS PER SQUARE INCH T.O.S. TOP OF STEEL K.O. .............. KNOCK OUT P.T. ............. PRESERVATIVE TREATED .......... TOT ..............TOTAL L ................. ANGLE R.D. ............. ROOF DRAIN TRANSF ....... TRANSFER LAT ............. LATERAL REBAR ......... REINFORCING BAR TRANSV ....... TRANSVERSE LDR ............. LEDGER R.B.-........... ROOF BEAM TS ............... TUBE STEEL LG ............... LONG READ ........... REQUIRED T.S. ............. TOP OF SLAB LLH ..............LONG LEG HORIZONTAL REINF .......... REINFORCING T.W. ............. TOP OF WALL LLV .............. LONG LEG VERTICAL REF ............. REFERENCE TYP ............. TYPICAL LONGIT ........ LONGITUDINAL REV ............. REVISION U.N.O. ..........UNLESS NOTED OTHERWISE L.P. ............. LOW POINT R.J. ............. ROOF JOIST VERT ........... VERTICAL LT ............... LIGHT RM .............. ROOM V.I.F. ........... VERIFY IN FIELD MATL .......... MATERIAL R.O. ............. ROUGH OPENING/ W ............... WITH MAX ............ MAXIMUM SCH ............. SCHEDULE WD .............. WOOD M.B. ............ MACHINE BOLT SECT ........... SECTION W ................ WIDE FLANGE MATL .......... MATERIAL SHTG ........... SHEATHING W/O ............ WITHOUT MAX -.......... MAXIMUM SHT ............. SHEET W.P. ............... WORK POINT M.B. ............ MACHINE BOLT SIM .............. SIMILAR W.R. ............. WATER RESISTANT MECH .......... MECHANICAL S.J. ............... SAWCUT JOINT WT ............ WEIGHT MEZZ .......... MEZZANINE S.P. ...............SPLICE POINT W.W.F. ..........WELDED WIRE FABRIC MFD ............. MANUFACTURED SPA ............... SPACING X ................. EXTRA STRONG MFR ............. MANUFACTURER SPECS ......... SPECIFICATIONS XX ............... DOUBLE EXTRA STRONG MIN .............. MINIMUM SQ ............... SQUARE MISC ............ MISCELLANEOUS STAGG ........... STAGGERED M.F.O. .......... METAL FRAMED OPENING STD ............... STANDARD MLD ............. MICROLLAM BEAM STIFF ........... STIFFENER M.P.H. .. .....MILES PER HOUR STL ............. STEEL MTL ............. METAL S.S. ............. SELECT STRUCTURAL SYMBOLS (N) ............. NEW STRUCT ....... STRUCTURAL N.I.C. ........... NOT IN CONTRACT SYM ............. SYMETRICAL @ .............. AT NO. ... NUMBER T & B ......... TOP & BOTTOM � .............. CENTER LINE N.S. ............. NELSON STUD OR NEAR SIDE T & G ......... TONGUE & GROVE 0 .............. DIAMETER N.T.S. .......... NOT TO SCALE TEMP ........... TEMPERED 0 .............. PLATE OR PROPERTY LINE O.0 . ............. ON CENTER $ .............. STEP IN FOOTING ANCHOR RODS AND HELICAL PIERS 1. ANCHOR RODS/TIE-RODS SHALL CONFORM TO A.S.T.M. A722-95 OR 150 TYPE II THREADED REBAR AS MANUFACTURED BY DYWIDAG-SYSTEMS INTERNATIONAL (DSI) WITH DOUBLE CORROSION PROTECTION. 2. ROD TENSIONING: AFTER BACKFILLING & COMPACTING TO TOP OF ANCHOR BEAM, TENSION RODS TO 1,000#. COMPLETE BACKFILL & COMPACTION TO ROUGH GRADE & TENSION RODS TO 5,000#. 3. WHERE HELICAL ANCHORS/PIERS ARE CALLED OUT ON THE DRAWINGS, THEY SHALL BE MANUFACTURED AT THE HUBBEL POWER SYSTEMS, INC. FACILITY LOCATED AT 210 NORTH ALLEN STREET, IN CENTRALIA, MISSOURI 65240, UNDER A QUALITY CONTROL PROGRAM WITH INSPECTIONS BY RADCO (AA -650) AND SHALL BE INSTALLED IN ACCORDANCE WITH ESR -2794. ANCHORS, PLATES & CONNECTORS SHALL BE HOT DIP GALVANIZED WITH A MINIMUM OF 3 MILS OF ZINC PER A.S.T.M. A153 (LATEST REVISION). 4. THE INSTALLATION TORQUE OF THE IN-PLACE HELICAL ANCHORS/PIERS SHALL BE AT LEAST 6.0 FT -KIPS . 5. ACCORDING TO THE GRAPH AND THE SUPPORTING CALCULATIONS, AS SHOWN ON PAGE 17 OF 27 OF THE A.B.CHANCE BULLETIN 01-9204, THE LIFE EXPECTANCY OF THE HELICAL ANCHORS FOR THIS APPLICATION SHALL EXCEED 50 YEARS. 6. PERFORMANCE TEST IN COMPLIANCE WITH SECTION 6.3.4 OF A.B. CHANCE BULLETIN 31-0503, SHALL BE CONDUCTED. TWO (2) PERCENT OF THE HELICAL TIEBACK ANCHORS OR A MINIMUM OF TWO (2) ANCHORS, WHICH EVER IS GREATER, SHALL BE PERFORMANCE TESTED IN ACCORDANCE WITH THE PROCEDURES DESCRIBED IN THE AFOREMENTIONED BULLETIN. GENERAL SPECIAL INSPECTIONS 1. PERIODIC (NON -CONTINUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A CITY CERTIFIED DEPUTY INSPECTOR IS REQUIRED FOR THE FOLLOWING: A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) :........... NON -CONTINUOUS. B) INSPECT SHEET PILE FOR LENGTH & DAMAGE : .................NON -CONTINUOUS. C) T & G LOCKING OF PANELS :................................................NON _CONTINUOUS. D) ANCHOR ROD TENSIONING :....................................................NON CONTINUOUS. E) GROUTING OF PVC SLEEVES :................................................ NON -CONTINUOUS. F) PILING INSTALLATION:............................................................ NON -CONTINUOUS. G) HELICAL ANCHORS INSTALLATION IN ACCORDANCE WITH SECTION 2.4.2. OF ICC ER -2794: ................... ......................NON -CONTINUOUS. SPECIAL INSPECTION IS REQUIRED FOR SEAWALL PANEL CONCRETE IF NOT CAST IN A CERTIFIED YARD. 2. CONTINUOUS SPECIAL INSPECTIONS IS REQUIRED FOR THE INSTALLATION OF ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS, ADHESIVE DOWELS AND MECHANICAL ANCHORS IN ALL CONCRETE AND MASONRY WORKS. 3. SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY (SPECIAL) INSPECTORS, APPROVED BY THE BUILDING DEPARTMENT ONLY, HIRED AND PAID FOR BY THE OWNER. 4. SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION PURPOSE ONLY AND DO NOT CONSTITUTE AN INSPECTION. 5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAL INSPECTION AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES DIVISION PRIOR TO ISSUANCE OF THE PERMIT. 6. AS A MINIMUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND SHALL BE AS SHOWN ON ELEVATIONS ON (S-1) AND MUST BE ACCURATELY MEASURED BY THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE SUBMITTED TO THE CITY & THE ENGINEER OF RECORD. 7. SPECIAL INSPECTION IS REQUIRED FOR ALL NEW CONCRETE AND MASONRY CONSTRUCTION, INCLUDING REINFORCING STEEL. a'2'N V/ t o 2B Q neo°, s%, `. a P U ,6,6ai 1 w 0U z p: N Xa Q i' > `s (O ~ z U > od cn w o W iJ H:) 0 z �! 13 O Za OW 0 J a N 0) M J3 as W OC W W >a 03 CV N W Z M Z �` Lu a N 0i7 J P 00 a M J O xco K L_ Q O z V ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. coast,, M'D.o" ld,(D Ha b.a Bay Resort © I L ..... - 0, "mm m 4d ftM "a,>A.e Go PROJECT SITE . 1 720 V. W. N V" Udo s"`o VICINITY MAP tL Lower Newport Bey SCOPE OF WORK: 1- TO REPLACE THE EXISTING SEAWALL/BULKHEAD BY UTILIZING DYWIDAG TIE -BACKS CONNECTING THE NEW CONCRETE COPING TO NEW CONTINUOUS CONCRETE DEADMAN. NOTE TO THE BIDDERS: AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE: 1. NOTIFY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL DISCREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL". 2. IF THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED ADEQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH THE MOST STRINGENT CONDITIONS. 3. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID". o -_ `s u a� o wi ,>00 z0 o N w 5 0- B =w 0 00 .ow` o �w m , >z 1 zpa6w �- w � oxo za 3 N3 0 0 oa u <B wa Qo g = Iooo�P 0„orc §a V0 a oawwa V/ t o 2B Q neo°, s%, `. a P U ,6,6ai 1 4 0U z p: N Xa Q G (O ~ z U > od cn w o V" Udo s"`o VICINITY MAP tL Lower Newport Bey SCOPE OF WORK: 1- TO REPLACE THE EXISTING SEAWALL/BULKHEAD BY UTILIZING DYWIDAG TIE -BACKS CONNECTING THE NEW CONCRETE COPING TO NEW CONTINUOUS CONCRETE DEADMAN. NOTE TO THE BIDDERS: AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE: 1. NOTIFY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL DISCREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL". 2. IF THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED ADEQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH THE MOST STRINGENT CONDITIONS. 3. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID". o -_ `s u a� o wi ,>00 z0 o N w 5 0- B =w 0 00 .ow` o �w m , >z 1 zpa6w �- w � oxo za 3 N3 0 0 oa u <B wa Qo g = Iooo�P 0„orc §a V0 a oawwa ^ V/ N o 2B Q Z `. a P U ,6,6ai cl :2 0U z p: N Xa Q G (O ~ z U > od cn w o W iJ H:) 0 z �! 13 O Za OW 0 J a N 0) M J3 as W OC W W >a 03 CV N W Z M Z �` Lu a N 0i7 J p0 00 1 M J O xco K L_ Q O z V co << c � (A O a W 0) � m IV z J � r.. I -I ♦ a -O � o # CP LL J > (L 4) C N z � U. 04 W .0 N z a ^ I- N o 2B Q Z a a P U ,6,6ai m :2 0U z p: N Xa IO W I-_ 4 O J D G M co N o) a V ~ z U > od cn w o W iJ H:) 0 z �! 2 , J a O Za OW 0 J a = m �- O z Q Z LLJ CD I - J3 as W OC W W >a 03 CV N W Z cD Of � ^ u0 N o 2B p Z w W a P U ,6,6ai m H Z N N 8 vv3 P -1P (^ P@) LL ¢ VL z LuC E F-1 w Q " Z �` J 7 0i7 F a 00 w M u " H K ISI Q O U 0 U O _=/ W 0 N t - N ���II 0 00 N b I -I �4 Z � o 3 J Hu U m °I �;0 � U. v> r � a) = ae 0 Z uoo ow UM N Q J S 3812 * 11 09/07/17 i SO Of 0 Q E ,� 4 1- a ¢ 0 ¢ rl Q Q Q < Z �` 7 7 0i7 F a 00 M WX Y K • Q O 0 0 U Q W 0 N O 3 m °I V, ,w SO (E) 2 STORY HOUSE � (N) TRULINE PILE WALL TEMP SHORING IM --------------------------- S SW -3 (E) SEAWALL AT NEIGHBORING PROPERTY (N) PIER, PLATFOR GANGWAY/RAMP & FLOATING DOCK UIQ SEPARATE PERMIT VIA LIDO NORD K 5'-0" 12'-6" 12'-6" 5-0" (E) SEAWALL TO BE REPLACED WITH 35'-0" (N) SEAWALL IN THE SAME PLACE 0 4 0 I I I I I I I 10'-O 8'-0" I j NEWPORT HARBOR i I I I I I I I I I � I I \� I � I V I I 5-0 (N) CONT CONC DEADMAN (E) 2 STORY HOUSE (N) TRULINE PILE WALL TEMP SHORING I S I SW -3 --t- 5- 0 - I o vi IT' z o O z ro 0 N N (E) SEAWALL AT NEIGHBORING PROPERTY CITY OF NEWPORT BEACH COMNIUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION STRUCTURAL OBSERVATION GENERAL NOTES 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN II II II 3-0 IL_ 20_0 7-0 I -0 3-0 II II H O �s O TOS°>i0 u � H OBSERVATION OF THE STRUCTURAL SYSTEM BY A LICENSED DESIGN o Q NUMBERS, STAGES & ELEMENTS OBSERVED, DATE OBSERVED,& COMPLETE PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED Q CONTACT WFORI.LATION FOR STRUCTURAL OBSERVER CONSTRUCTION DOCUMENTS. 8. ALL STRUCTURAL OBSERVATION REPORTS. REGARDLESS OF FORM USED, II ® SHALL INCLUDE THE LICENSE STAMP 8 SIGNATURE OF THE STRUCTURAL REWIRED INSPECTIONS BY THE CITY OF NEWPORT BEACH. 0 OBSERVER RESPONSIBLE FOR THE PROJECT. 3. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM 9. II STRUCTURAL OBSERVATION SITE VISITS, AND TO ISSUE ALL STRUCTURAL Q OR OWNER'S REPRESENTATIVE, PROJECT CONTRACTOR, AND THE BUILDING OBSERVATION REPORTS. Q INSPECTOR 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES 8 THE FINAL OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE. uS II 5. THE REQUIRED SITE VERS SHALL AT A MINILNM INCLUDE THE FOLLOWING: IO ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR � 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE POUR vi STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION N Sl) DOCUMENTS A THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE BEEN GF NEWPORT BEACH'CONPLETE FRAMING INSPECT ION: MD. _ 0) CORRECTED. C. FINAL OBSERVATION OF THE COMPLETED STRUCTURE. 12. FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTURAL SYS TEM ADDITIONAL SITE VISITS MAY BE NEEDED AS DETERMINED BY THE DESIGN N PARTIAL FO TPRIN F OF THE FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED. 6. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION 13. THE UCENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED. THE CRY OF 1ST FLOOR F THE NEWPORT BEACH 'STRUCTURAL OBSERVATION REPORT' FORM, OR A 0 STRUCTURAL SYSTEMS. REVIEW & APPROVAL OF RICH CHANGES BY THE SIMILARLY FORIATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL FINAL II PROPOSED TRUC RE CONSTRUCTION OF SAID CHANGES, STRUCTURAL OBSERVATION SCHEDULE (UNDER SE RATE PERMIT) LLE LU J �eeelJ T.O.S.= 1 10.75' NAVD88 LI - ----- -------- -- - - - - - -- - - -I-J fry I I I FeelN (V)00 I- z I I �C I I I "J U 0 p ,� U I I I I I I c A O oQ W� �� PLANTER PLANTER K 5'-0" 12'-6" 12'-6" 5-0" (E) SEAWALL TO BE REPLACED WITH 35'-0" (N) SEAWALL IN THE SAME PLACE 0 4 0 I I I I I I I 10'-O 8'-0" I j NEWPORT HARBOR i I I I I I I I I I � I I \� I � I V I I 5-0 (N) CONT CONC DEADMAN (E) 2 STORY HOUSE (N) TRULINE PILE WALL TEMP SHORING I S I SW -3 --t- 5- 0 - I o vi IT' z o O z ro 0 N N (E) SEAWALL AT NEIGHBORING PROPERTY CITY OF NEWPORT BEACH COMNIUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION STRUCTURAL OBSERVATION GENERAL NOTES 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN 7. IF THE CTTYS FORM IS NOT USED. REPORTS SHALL BE ON STRUCTURAL ACCORDANCE WITH CBC 1710. STRUCTURAL OBSERVATION IS THE USUAL TYPE OBSERVERS LETTERHEAD. STATE SITE ADDRESS. PLAN CHECK 3 PERMIT OBSERVATION OF THE STRUCTURAL SYSTEM BY A LICENSED DESIGN o Q NUMBERS, STAGES & ELEMENTS OBSERVED, DATE OBSERVED,& COMPLETE PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED Q CONTACT WFORI.LATION FOR STRUCTURAL OBSERVER CONSTRUCTION DOCUMENTS. 8. ALL STRUCTURAL OBSERVATION REPORTS. REGARDLESS OF FORM USED, 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE ® SHALL INCLUDE THE LICENSE STAMP 8 SIGNATURE OF THE STRUCTURAL REWIRED INSPECTIONS BY THE CITY OF NEWPORT BEACH. 0 OBSERVER RESPONSIBLE FOR THE PROJECT. 3. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM 9. EACH STRUCTURAL OBSERVATION REPORT SHALL BE GNEN TO THE OWNER STRUCTURAL OBSERVATION SITE VISITS, AND TO ISSUE ALL STRUCTURAL Q OR OWNER'S REPRESENTATIVE, PROJECT CONTRACTOR, AND THE BUILDING OBSERVATION REPORTS. Q INSPECTOR 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES 8 THE FINAL OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE. uS STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR 5. THE REQUIRED SITE VERS SHALL AT A MINILNM INCLUDE THE FOLLOWING: w ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR A OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE POUR vi STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION B. OBSERVATION OF BUILDING FRAM NG PRIOR TO CALLING FOR THE CITY Sl) DOCUMENTS A THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE BEEN GF NEWPORT BEACH'CONPLETE FRAMING INSPECT ION: MD. _ 0) CORRECTED. C. FINAL OBSERVATION OF THE COMPLETED STRUCTURE. 12. FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTURAL SYS TEM ADDITIONAL SITE VISITS MAY BE NEEDED AS DETERMINED BY THE DESIGN N BY ME CHIEF BUILDING OFFICIAL. OR DESIGNEE WILL NOT OCCUR UNTIL THE ENGINEER OR STRUCTURAL OBSERVER, FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED. 6. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION 13. THE UCENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED. THE CRY OF 5 PREPARE ALL CONSTRUCTION DOGILENT CHANGES RELATING TO THE NEWPORT BEACH 'STRUCTURAL OBSERVATION REPORT' FORM, OR A 0 STRUCTURAL SYSTEMS. REVIEW & APPROVAL OF RICH CHANGES BY THE SIMILARLY FORIATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL FINAL CHIEF BUILDING OFFICIAL. OR DESIGNEE, SHALL BE OBTAIN BY THE DESIGN OBSERVATION REPORT. Z PROFESSIONAL ANDIOR CONTRACTOR PRIOR TO INSTALLATION ANDOR CONSTRUCTION OF SAID CHANGES, STRUCTURAL OBSERVATION SCHEDULE SITEADDRESS: 720 VIA LIDO NORD I PC#: TO BE COMPLETED BY THE DESIGNENGINEER, AND INCLUDED ON THE CONSTRUCTION DRAWINGS. BASED ON THE PROJECT SCOPE, PLEASE IDENTIFY THE ELEMENTS ANDIOR CONNECTIONS THAT REQUIRE STRUCTURAL OBSERVATION. SPECIFY THE INTERVAL OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WILL BE PERFORMED. TYPE STRUCTURAL ELEMENTS ANDIOR SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION o Q CONNECTIONS TO BE OBSERVED W Q 0 FOOTINGS, SLAB FOUNDATION, ANCHORS le- 0 a CIfAT FOUNDATION, PRESTRESSED GONG SLAB ® O cm �� M 0 O CAISSON, PILE, GRADE BEAM Zo ®OTHER: CONC COPING. OEADMAN & TIE -BACKS CONN PRIOR TO POURING CONCRETE Q CI CONCRETE y p Q 0 MASONRY W J Do LU LU uS 0 WOOD OR MANUFACTURED SHEAR PANELS W Z 1C Z w 0 OTHER: H 0 STEEL MOMENT OR BRACED FRAME vi O CONCRETE MOMENT FRAME z Sl) Z O Q W _ 0) 0 MASONRY WALL FRAME 44 O 0 OTHER: J3 >a N 0 CONCRETE a0 o3 0 STEEL DECK W W N W QD M N ti 5 ❑WOOD z ue 0 0 OTHER: as O FINAL 0 FINAL OBSERVATION& REPORT 03 ti R APPLY DETAIL SW AT THE ENTIRE PERIMETER OF ANY EXCAVATED MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIAQNCE WITH ITEM 6 UNDER "EROSION CONTROL NOTES" ON SHEET S-0. SITE PLAN I N.T.S. I q N BULKHEAD ELEVATION BULKHEAD TO REMAIN (N) BULKHEAD = (E) BULKHEAD, SEE SITE PLAN FOR LENGTH BULKHEAD TO REMAIN & BE PROTECTED TYP GATE I (N) GUARDRAIL W ERE OCC RS n ' I I _ 1 -----0 ----------- O` -----------0 — — — — 1>>>>>>>>I I I I I I I I — — --- — — --- — — --- — — —— — K „TYP PROPERTY LINE TYP T.O. (N) GONG COPING ELEV=+10.0' NAVD88 (N) GONG COPING (N) ANCHOR CONN TYP (E) DREDGE LINE (N) 4'-0" WIDE CONC PANEL TO REPLACE (E) CAST -IN-PLACE GONG WALL IN THE SAME ALIGNMENT TYP N.T.S. V H c Q r p o Q M W Q Q le- ( Ll ® O cm �� M co I- Zo > co Q Uj y p Q qeN W J Do LU LU I Q O W Z 1C Z V > H Jo=M/� o W z Sl) Z O Q W _ 0) n 44 O J3 >a a0 o3 W W N W QD M N ti # CL z ue 500. aa o as O > o 03 ti Z GI. P-1 H Q r p o Q Q W Q le- co Ll (O O :s v to I- Zo > H J Q w y p Q J w W V Y LU LU Q O W Z 1C Z V > H a 0L r 0 m o m LLJ Z J J n 44 O J3 >a a0 o3 W W N W M N ti Z z ue oe LU aa o ® Z w LU Z3 r r a P-1 aa� Z LLE LU �eeelJ I-- FeelN (V)00 I- z 04 J "J U 0 p ,� U Ln Z < n Qi = O cJ,xU-; A O oQ W� �� � I El S 3812 09/07/17 z r Q = o Q Q Q Tr Ll w O Q Z Q3 L, vi Y Q O W Y Q O ovi a� U a a r N O m 0 32 � o - V-6" " (N) GUARDRAIL YNw �'a g EaQ 11" 7"I p ` - CORRUGATED PVC 3" CLR ALL T CONCLSAB &DG LFTG3-#6 CONT EA FACE SHEATHING SHOP ( AROUND TYP UNDER SEPARATE #4 TIES TYP GROUTED FULL LENGTH) -#6 CONT ROD COUPLER _-1' (OPTIONAL), SEE ° (N) PLANTER (N) 4" CONC DECK W/#4@18" PERMIT (N) F.F.=+10.75' NAVD88 m, pow§ s o awmx WnW=w - O.0 EA WAY CENTERED AT n ~€mm I DECK THICKNESS A � - - - - - - _ - ,1= T.O. (N) COPING ELEV=+10.0' NAVD88 SLOPE PER CIVIL SLOPE PER CIVILa - -------------------- --------- oa - �- aW�Wo = z_ CENTER LINE z w OF CONN TYP w 0 �' SII III 0 -- o „Ilr \ AREA DRAIN PER z=a3 FOR (N) CONT WAYS Voz _ CIVIL TYP CONC OEAMAN aaaaa QoB a 2-#5 BOTH HIGHEST HIGH TIDE InalmTP SEE(j) w @ ANCHOR RODSIII 0 0 11-- =+7.50' M.L.LW. - - T.O. (E) SEAWALL ELEV - �-+8.00'NAVD88± - Q PER ANCHOR PLATE 1 x 6Y2 x 6Y2 - W/ANCHOR NUT BEHIND 2-#516 '@ +I - PnLAN TYPACK 2-#5 EA WAY x 1'-6" LONG VERT & HORIZ BARS " o , '- , @ EACH ANCHOR ROD #4 TIES O.C. 111-, NOTE FOR INFORMATION NOT SHOWN, SEE DETAIL. NOTE A K =III_ III=I MEAN HIGH TIDE FOR TYP FOR INFORMATION NOT SHOWN, SEE DETAILS & =+4.65' M.L.LW. LINE OF TEMPORARY Ii, EXCAVATION FOR COUPLER, 1 SEAWALL REINFORCING. / WHERE RESEE AD, Pq DEADMEN ELEVATION N.T.S. A SECTION AT DEADMEN N.T.S. B EXCAVATE SHOWN G � M PRIOR REMOVV AL OF (E) CONCRETE COPING(p CORRUGATED PVC SHEATHING Q N EQ EQ COUPLER - _ SHOP GROUTED FULL LENGTH ® co M - -II-III=III=III=III=111111111111111 WITH THE FOLLOWING GROUT co ' - - I 1=' ,1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I -I 11=1 =11-III_III-111,;1 III II III IIIiillllllilllllllllllllllllllllllllllllllTlT_I111111111� MIX: Lu a - �Tq-III-Iii 1 BAG (94 LBS.) TY PE III N j J PORTLAND CEMENT ---- 1 nn � --- 4.5-5 GAL WATER } 0.75 LBS. INTRUSION AID LS J O V CO (E) DREDGE ! 22' MIN, SEE PLAN - Z HEAT SHRINK SLEEVE GROUT SLEEVE LINE/SAND LINE III z a CENTERED OVER COUPLER IIIIIIII Q U �%= M 2 LAYERS OF MOLDABLE DENSO TAPE V J DELETE GROUT SLEEVE ON OVER BARE BAR AND COUPLER illlllll FIELD CUT TENDONS J ~ SPACE BETWEEN COUPLER AND BAR 00 -1 T < cc TO BE COMPLETELY FILLED WITH IIIIIIIIIIa # \ + 0 CORROSION INHIBITING GREASE U IIIIII - d F CL w 3 O 0 c-4 LLI O COUPLER INSTALLATION PROCEDURE: PREPARATION FOR FIELD CUT BARS: C P. Z G. INSTALL FILTER CLOTH AT 1. APPLY CORROSION INHIBITING GREASE TO THE BARE ENDS OF 1. CUT CORROSION PROTECTION AND THREAD BAR WITH AN PANEL JOINTS PER NOTES THE BARS AND THE INSIDE OF THE COUPLER. ABRASIVE SAW (DO NOT USE A TORCH). ON SHEET SW -0 2. CONNECT THE TWO BAR ENDS WITH THE COUPLER. EACH END CAREFULLY REMOVE 6" (± 4") CORRUGATED AND CEMENT 2. ( N) CONC PANEL TYP SHALL BE SCREWED INTO THE COUPLER HALF THE LENGTH OF THE COUPLER. GROUT FROM THE END OF THE NEW CUT. NOTE H 3. TORQUE BAR ENDS TOGETHER (200 FT. LBS). CASE IF PROPOSED BUILDING FOOTINGS INTERFERE Q 4. ADD ANOTHER COAT OF GREASE TO BARE BAR AND COUPLER WITH WTH THE TIE -BACKS, DEEPEN FOOTINGS PER AND WRAP WITH TWO LAYERS OF DENSO TAPE. STRUCTURAL ENGINEER OF THE BUILDING REQUIREMENTSLu 5. CENTER HEAT SHRINK SLEEVE OVER COUPLER AND APPLY AND PROVIDE SCHEDULE 40 PVC SLEEVES FOR MINIMUM co HEAT UNTIL SLEEVE IS FULLY RECOVERED. 2" CLEAR DISTANCE AROUND TIE -BACKS. a co V N o °' DCP COUPLER DETAIL N.T.S. G TYPICAL SECTION N.T.S. K H CO a cn RAPID SET NON- Q (� Q SHRINK GROUT NJ W [- 2" x 3/a" SOLID BAR ANCHOR NUT. 1" MIN GONG COPINGW i 0 U Ld STEEL TOP RAIL TORQUE AS _ READ BEFORE COVER SEAL AROUND HOLE 2 Z 4'-0" U.N.O. GROUTING BEFORE GROUTING = 0 Lu - CORRUGATED PVC m a m SHEATHING (SHOP Z J GROUTED FULL LENGTH) J m a V a 0 Y4"O STEEL ROUND BARS DER ID THREADBAR J 3 G, 2 BRCS MIN. SANDBAGS (TYP) TYP @ 4" O.C. MAX O AN a a 0 UJ W UJ 3oGROUT G :, TUBES o r N OC N ti Z E3f 2" x 3/4" SOLID BAR �11_dk_ ILII k_Ilk_ — — STEEL POST @ 5'-0" O.C. MAX CLOSED TIES TYP 1 w ® v Z w o o TYPICAL SECTION TYPICAL ELEVATION 8" EMBED INTO COPING Z a 3 BEARING PLATE _ a 61 1 1 x 8" SQ 5" I.D. STD PIPE (N) CONC COPING W/8-#6 CONT VERT REINE SLEEVE WELDED TO z LL E E EPDXY COATED CONT N) PLANTER (N) FINISH PER ARCHT AT EACH FACE TYP BEARING PLATE w w SANDBAG VELOCITY REDUCER DETAIL REBARS IN #4 CLOSED 1/4 TIES @ 12" O.C. 4" CONC DECK GROUT SLEEVE (N) 6"± BLOCKOUT WALL FOR � Q Q ANCHOR CONN. AFTER � STRESSING, TREAT p - 3/4" CHAMFER TYP SLOPE PER CV Q SURFACE WITH BONDING r, U �s 1' MIN AGENT AND FILL WITH SET NON -SHRINK I (N) CONC PANEL a ° AFTER STRESSING GROURAPIT VELOCITY REDUCER DETAIL N.T.S. L FOR BLOCK OUT AT ANCHOR PLATE SEE DETAIL u L - -I --I a - - - I- -� o - -I v BL®CK®UT DETAIL N.T.S. Q y NN Z moo, cn 4-#5 CONT EVENLY SPACED J U o TYP@ BACK FACE AT 4'-0" o WIDE PANEL TYP w N N = o a ADD 1-#5 CONT FOR EA Z U 3 TWO ROWS OF SANDBAGS ° o ADDITIONAL FT OF PANELw u O THREE BAGS HIGH WIDTH, WHERE OCCURS U Q ONE ROW OF SANDBA S TIL 11 2"i 4'-0" U.N.O. TWO BAGS HIGH N u u 5 21/2" CLR 31/2" -T E OF SLOPE -- (N) TIE -BACK V YP FT = ESS/ N 0�� SAF SLOPE — PER PLAN - I - - Vo O O _ O _ � �`' "Qp CD S 3812 —� III - O M 0 0 0 M N 0 CURB FACE, 00" MAX. ONE ROW OF WHERE OCCURS SANDBAGS M11BAGS M F OF C O HIGHTWO (N) CONC PANEL - o cr a N =N U N 09/07/17 TOE OF SLOPE PROTECTION DETAIL #4 CLOSED TIES @ 12" O.0 a 4-#5 CONT EVENLY SPACED z = a Q Q @ FRONT FACE AT 4'-0" Q z Q Q Q WIDE PANEL TYP U Y i o o rn NOTE: 1'-O" ADD 1-#5 CONT FOR EA o o a <0 THIS DETAIL SHALL APPLY AT THE ENTIRE PERIMETER OF ANY EXCAVATED ADDITIONAL FT OF PANEL MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIANCE WITH ITEM 6 SEAWARD FACE WIDTH, WHERE OCCURS UNDER "EROSION CONTROL NOTES" ON SHEET S-0. OF PANEL NO TOE OF SLOPE PROTECTION N.T.S. R SECTION AT COPING N.T.S. T TYPICAL BULKHEAD PANEL N.T.S. U TYPICAL PANEL SECTION N.T.S. V o 32 ss � o - YN Ow O �Ea3 iQ b wOV w Op� N w 0- _ �w x F�WQ lL Z d � w6 PROPERTY LINE �o w WHER OCCURS, SEE PLANli o aww o - wa- `>a oF=Z�O O I I Q OOy,� , .o"wOp I I I I� I I' I I aaaaa I I, I I� I I I I l (E) PL BLOCK WALL AT NEIGHBORING PROPERTY, WHERE OCCURS N ® coco Ij.B Q V J pV ■ n JO=M co z Z V I I ■ v S6 W F) Q 8„ ® (7)TYP Q cc .. 1�1 + Q O u >a �1 cG' 3 `' p 0 z @ c-4 LU V FOR TRULINE PILE SHORING WALL I I I I, Q p U� W I� co I Q w cs V N o K I I yp a Ince) O im0 W= a®4 a m cs m O (N) CAST -IN-PLACE Z J JJ CONC COPING � � CONSTRUCTION SEQUENCE J 3 500. o FOR TRULINE PILE WALL T.O. (N) CONC COPING a a o 3 } IIS ELEV=+10.00'NAVD88± _ _ _ _ _ W W cV W a � OC N ti Z a® 1. INSTALL TRULINE PILES TO THE REQUIRED DEPTH AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PUMP TRULINE PILES z u N E OUT AND REMOVE ALL SAND THAT MAY HAVE 800 SERIES S o w ENTERED INTO THE PILE DURING THE LINE OF TEMPORARY EXCAVATION AS SHOWN ON ® Z w o o o INSTALLATION. PLACE REINFORCEMENT AS FOR SEAWALL REINFORCING, Z SHOWN ON THIS DETAIL. PLACE 4000 PSI EXCAVATE AS SHOWN PRIOR TO j $ $ CONCRETE FROM BOTTOM UP ALL THE WAY TO REMOVAL OF (E) SEAWALL ���� p�� p� p� TOP OF TRULINE LIES. i` ` Z E a 2. AFTER CONCRETE IN THE PILES HAS ATTAINED o o� w a® COMPRESSIVE STRENGTH OF 4000 PSI, START w EXCAVATION AT 1:1 SLOPE AS SHOWN ON Q K/SW-2 & V/SW-3. te 2" CLR � r , r) TYPTRULINE 1 PILE 800 SERIES W/2-#5 (E) DREDGE 1 INSIDE FACE OF N) a i VERT REBARS AS SHOWN TYP LINE / MUDLINE � N SEAWALL COPING a® '00 1=11-III=III=III. _ _ � � V-4� Z 04 V-4 INSIDE FACE OF (N) i (E) SEAWALL AT -III-III-III _III -III I- -III -III 5 Q E U o SEAWALL PANELS ® Q NEIGHBORING =TI-III=IT_II o 0 4 PROPERTY _ N C/) _ 8 (N) JETTED -IN Illlf OO +I CONC PANELS - 11=11i U "a = III -1 I I 1-I 11 -III= I I I -------- ---------- z IIIIIIIII"� QRpFESS/p,, J41- II- ti Sp�D 5 3812 �n I I I o 11- -------------- --- u FOFC� 09/07/17 z OUTSIDE FACE OF (N) SEAWALL PANELS = a Q � Q OUTSIDE FACE OF (N) 1 i Q o- o- SEAWALL COPING y� a � a0 N O TEMPORARY SHORING PLAN VIEW N T. S. S T TEMPORARY SHORING ELEVATION N.T.S. V o cl) ss landscape general notes 1. PLANTING SCHEDULE (1 WEEK) 2. 90% COVERAGE IN 90 DAYS; REPEAT AS NECESSARY 3. MAINTAIN PLANTS & REPLACE AS REQUIRED TO ENSURE CONTINUES COMPLIANCE WITH LANDSCAPE PLAN 4. ALL LIGHTING TO BE DOWNWARD, NOT IMPACTING ADJACENT WETLANDS 5. WATER SUPPLY FOR ALL LANDSCAPING SHALL BE PROVIDED BY EXISTING WATER SERVICE FROM CITY OF NEWPORT BEACH 6. ALL LANDSCAPE AREA SHALL HAVE SOIL WITH COMPOST RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES (UNLESS CONTRA—INDICATED BY A SOIL TEST) 7. ALL PLANTS INDICATED ARE DROUGHT TOLERANT AND COMPLIANT WITH CALIFORNIA COASTAL COMMISSION REQUIREMENTS. IF SUBSTITUTES ARE PROPOSED, INSTALL CLIMATE ADAPTED PLANTS THAT REQUIRE OCCASIONAL, LITTLE OR NO SUMMER WATER (AVERAGE WUCOLS PLAN FACTOR 0.3) FOR 75% OF THE PLANT AREA EXCLUDING EDIBLES AND AREAS USING RECYCLED WATER. 8. A MINIMUM THREE INCH (3") LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. e;♦pUil1L•I�G7:37t1�69/:1117:1:1.99:1:II�l�I:IG79:U111iN1 landscape general notes 10. IRRIGATION SYSTEM: a. AUTOMATIC IRRIGATION CONTROLLERS ARE REQUIRED AND MUST USE EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA. b. IRRIGATION CONTROLLERS SHALL BE OF A TYPE WHICH DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED. C. PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE. d. MANUAL SHUT—OFF VALVES (SUCH AS A GATE VALVE, BALL VALVE, OR BUTTERFLY VALVE) SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY. e. ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC802-2014, "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD". ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014. 11. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. I AGREE TO COMPLY WITH REQUIREMENTS OF THE PRESCRIPTIVE EEnCOMPLIANCE OPTION TO THE MWELO ERIC AUST landscape irrigation notes plant list ❑1 IRRITROL ELECTRIC ANTI—SIPHON 3/4" VALVE, TYP. (TIE INTO HOSE BIB) �2 IRRITROL RAIN DIAL IRRIGATION TIMER �3 PRD-075—RBY 3/4" PRESSURE REGULATING FILTER FILTER ® DRIP NETAFIM 12 TECHLINE 1/2" TUBING 0.9 G.P.H. WITH 12" SPACING ❑5 ALL DRIP FITTINGS TO BE NETAFIM (END CAPS, TEES AND ELBOWS, FLUSH VALVES, COUPLINGS, ADAPTERS, ETC.) © _____= INDICATES 3" P.V.C. SLEEVE UNDERNEATH CONCRETE SLAB ON GRADE TO PROVIDE ACCESS FOR IRRIGATION TUBING �7 PROVIDE VALVE BOX AT IRRIGATION VALVES ® ALL P.V.C. PIPE AND FITTINGS TO BE SCHEDULE 40 ❑9 ALL DRIP TUBING TO BE APPLIED TO PLANT DRIP LINES AND ROOT BALLS OF PLANTS landscape area 54 S.F. TOTAL LANDSCAPED AREA (ALL PLANT MATERIAL AREA; NO TURF) MUHLENBERGIA RIGENS 1 GAL. ARCTOSTAPHYLOS 'HOWARD MCMINN' 1 GAL. 1 landscape / irrigation plan L1.0 SCALE: 1/4" = 1'-0" L1. landscape / irrigation plan 1/4"=1'-0" davis residence 720 via lido nord newport beach, California 92663 IC D. RUST C-29374 %41 4ENE 'AL DATE true 0�0 ref. north 0 1' 2' 4' 8' 11 September 2017 ©copyright 2017 job #1702 erhic aunt architect 62 balboa coves newport beach, California 92663 tel 949.637.5220 client: mr. + mrs. tyle davis 720 via lido nord newport beach, California 92663 tel 949.636.2433 34