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04_Haupert Residence Coastal Development Permit_PA2017-200
CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Haupert Residence (PA2017-200) Coastal Development Permit No. CD2017-086 SITE LOCATION: 1556 Ocean Boulevard APPLICANT: Ana Sachse OWNER: Mark Haupert PLANNER: Chelsea Crager, Assistant Planner 949-644-3227, ccrager(o)newportbeachca.gov GENERAL PLAN/ZONING DISTRICT March 15, 2018 Agenda Item No. 4 • General Plan: R-1 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) to allow the demolition of an existing single-family dwelling and the construction of a new, 3,302 -square -foot, three-story single-family residence including an attached 537 -square -foot 2 -car garage. The project includes hardscape, drainage, and landscaping improvements. The project complies with all applicable development standards and no deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2017-086 (Attachment No. ZA 1). 08/17/2017 Haupert Residence Zoning Administrator, March 15, 2018 Page 2 DISCUSSION 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 two-story, single- family residence. The neighborhood is predominantly developed with one- and two- story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and applicable development standards. The proposed single-family residence conforms 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. Hazards • The finished floor elevation of the proposed dwelling is 11.25 feet (NAVD88), which complies with the minimum 9.00 feet (NAVD88) elevation standard. • 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 TmpIC 10/10/17 Table 1 — Development Standards Development Standard Standard Proposed Setbacks (min.) Front 9 feet 9 feet Rear 0 feet 0 feet Sides 3 feet 3 feet Allowable Floor Area 3,916 square feet 3,302 square feet Allowable 3rd Floor Area 293 square feet 0 square feet Open Space min. 293 square feet 295 square feet Parkin 2 -car garage 2 -car garage Height 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards • The finished floor elevation of the proposed dwelling is 11.25 feet (NAVD88), which complies with the minimum 9.00 feet (NAVD88) elevation standard. • 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 TmpIC 10/10/17 Haupert Residence Zoning Administrator, March 15, 2018 Page 3 reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality • The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. Public Access and Views • The project site is located on the Balboa Peninsula between the nearest public road and the sea. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on an inland lot with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. • The project site is not located adjacent to a coastal view road, public viewpoint, public park or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site and surrounding area did not identify any other public view opportunities. The project site may be located within the viewshed of distant public viewing areas. However, the project is located on an inland lot and will replace an existing single-family home with a new single-family home that complies with all applicable LCP development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction of Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,302 -square - foot single-family residence including an attached 537 -square -foot 2 -car garage. TmpIC 10/10/17 Haupert Residence Zoning Administrator, March 15, 2018 Page 4 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: �i Chelsea Crager, AS tant Planner MCC Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Pmplt: 10/10/17 4 Attachment No. ZA 1 Draft Resolution 08/17/2017 N *is] 1019 N] ► I ki [•11r4_v111S E:LM"Ei"3 A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-086 TO DEMOLISH AN EXISTING SINGLE- FAMILY RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND ATTACHED 2 -CAR GARAGE LOCATED AT 1556 OCEAN BOULEVARD (PA2017-200) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: pyx.�r�•]►�r��r_�ra�•�la.rr<•]�y_�.�r,�l An application was filed by Ana Sachse on behalf of Mark Haupert, with respect to property located at 1556 Ocean Boulevard, requesting approval of a coastal development permit. 2. The property is legally described as Lot 15 of Block I of Tract 518 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, 3,302 -square -foot, three-story single- family residence including an attached 537 -square -foot 2 -car garage. The project includes hardscape, drainage, and landscaping improvements. The project complies with all applicable development standards and no deviations are requested. 4. The subject property is located within the R-1 (Single -Unit Residential) Zoning District and the General Plan Land Use Element category is RS -D (Single -Unit Residential Detached). 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD -C (Single -Unit Residential Detached — 10.0-19.9 DU/AC) and the Coastal Zoning District is R-1 (Single Unit Residential). 6. A public hearing was held on March 15, 2018, in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting 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 meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures). 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 0 Zoning Administrator Resolution No. ZA2018-##1# Page 2 of 7 of one single-family residence and the construction of a new 3,302 -square -foot single- family residence, including an attached 537 -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: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 3,916 square feet and the proposed floor area is 3,302 square feet. b. The proposed development provides the minimum required setbacks, which are 9 feet along the front property line, 3 feet along each side property line and 0 feet along the rear property line abutting the alley. C. The highest guardrail is no more than 24 feet as measured from established grade and the highest ridge is no more than 29 feet as measured from established grade, which complies with the maximum height requirements. d. The project includes garage parking for two vehicles, complying with the minimum two -car garage parking requirement. 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 proposed development is not located on the shoreline. The proposed finished floor is 11.25 feet (NAVD 88), which is higher than the 9.00 feet (NAVD 88) minimum elevation standard. As such, impacts from future sea level rise are not anticipated. 4. 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. os-o2-2on Zoning Administrator Resolution No. ZA2018-##1# Page 3 of 7 5. 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. 6. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system 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 on the Balboa Peninsula between the nearest public road and the sea. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on an inland lot with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. 2. The project site is not located adjacent to a coastal view road, public viewpoint, public park or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site and surrounding area did not identify any other public view opportunities. The project site may be located within the viewshed of distant public viewing areas. However, the project is located on an inland lot and will replace an existing single- family home with a new single-family home that complies with all applicable LCP development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-086, 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 os-o2-2on 2 Zoning Administrator Resolution No. ZA2018-### Paqe 4 of 7 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 15TH DAY OF MARCH, 2018. Patrick J. Alford, Zoning Administrator os-o2-2on 9 Zoning Administrator Resolution No. ZA2018-##1# Page 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 3. Coastal Development Permit No. CD2017-086 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 4. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 5. 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 improvement in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 6. Prior to the issuance of building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 7. Prior to the issuance of a building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 8. Prior to the issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 9. 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. 10. Prior to issuance of a building permit, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 06-02-2017 10 Zoning Administrator Resolution No. ZA2018-##1# Page 6 of 7 11. Construction activities shall comply with NBMC Section 10.28.040, which restricts hours of noise -generating construction activities to between the hours of 7 a.m. and 6:30 p.m., Monday through Friday and 8 a.m. and 6 p.m. on Saturday. Noise -generating construction activities are not allowed on Sundays or Holidays. 12. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 13. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or the leasing agent. 14. 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. 15. 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. 16. 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. 17. 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, wetland or their buffers. 18. 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. 19. 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 Haupert Residence including, but not limited to, Coastal Development Permit No. CD2017-086 (PA2017-200). 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 06-02-2017 11 Zoning Administrator Resolution No. ZA2018-### Pape 7 of 7 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. os -o2-2017 Attachment No. ZA 2 Vicinity Map 08/17/2017 2� Oa/17/2017 VICINITY MAP Coastal Development Permit No. CD2017-086 PA2017-200 1556 Ocean Boulevard Attachment No. ZA 3 Project Plans 08/17/2017 2� NOTES: 1. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 2. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42 INCHES FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA(S). 3. 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. CONTACT COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 4. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT OF WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 5. FIRE SPRINKLERS: • NEW CONSTRUCTION REQUIRES INSTALLATION OF A FIRE SPRINKLER SYSTEM THROUGHOUT THE STRUCTURE. • OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. • BUILDING IS EQUIPPED WITH FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13D. 6. DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FROM PLAN CHECK OR APPROVAL BY THE CITY. 7. 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. 8. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1" 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. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 9. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON- STANDARD IMPROVEMENTS WITH THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18". 10. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATION WORK. SQUARE FOOTAGE CALCULATION: SITE 2,680 S.F. BUILDABLE AREA 1,958 S.F. FLOOR AREA LIMIT (2 x 1,958 S.F.) 3,916 S.F. OPEN VOLUME AREA REQ. (15%x 1,958 S.F.) 293.7 S.F. OPEN AREA PROVIDED 295 S.F. DECKS 888 S.F. CABANA 268 S.F. COVERED PATIO 180 S.F. LANDSCAPE AREA 31 S.F. LIVABLE AREA ROOF DECK & ROOF PLAN 1 ST FLOOR 1,103 S.F. 2ND FLOOR 1,662 S.F. TOTAL 2,765 S.F. GARAGE 537 S.F. TOTAL FLOOR AREA 3,302 S.F. EXISTING FINISH GRADE CALC (4 CORNER METHOD) 1 11.57' CHAPTER 3 OF THE COASTAL ACT. 2 10.71' T 24-1 3 9.93' T 24-2 4 9.85' S-1 TOTAL 42.0674 = 10.51' F PROJECT DATA: S-3 ZONE: R-1 SGN OCC: R3/U SD -1 BUILDING TYPE: VB SD -2 APN: .048-201-29 JITY MAP NEWPORT m CENTER n COVER SHEET SINGLE FAMILY RESIDENCE WITH AN X ATTACHED ONE CAR GARAGE THAT WILL BE DEMOLISHED. THE PROPOSED'"' - - -- PROJECT CONSISTS OF A 2,765 S.F. TWO STORY SINGLE FAMILY RESIDENCE WITH ,I r U'P .. I_ F CAL GREEN MINIMUM REQUIREMENTS 537 S.F., CABANA OF 268 S.F., AND EAST ROOF DECK OF 888 S.F., THE TOTAL FLOOR AREA IS 3,302 S.F. THE HEIGHT OF� } _ COSTA MESA TSIDE OF 4 BEDROOMS, 3.5 BATHS, 2 PARKING h A MESA ROOF DECK & ROOF PLAN S.F. OF LANDSCAPE AREA. THE --- PROPOSED RESIDJENCE CONFORMS TO EXTERIOR ELEVATION & BUILDING SECTION ALL APPLICABLE SECTIONS OF THE BUILDING SECTIONS - DOOR & WINDOW SCHEDULE CERTIFIED LOCAL COASTAL PROGRAM LOWER FLOOR ELECTRICAL PLAN Costa Mesa UPPER FLOOR ELECTRICAL PLAN PUBLIC RECREATION POLICIES OF INTERIOR ELEVATIONS CHAPTER 3 OF THE COASTAL ACT. ARCHITECTURAL DETAILS T 24-1 ,24 T 24-2 Y 5s S-1 FOUNDATION PLAN F p'e S-3 UPPER FLOOR FRAMING SGN STRUCTURAL GENERAL NOTES SD -1 STRUCTURAL DETAILS SD -2 STRUCTURAL DETAILS SSW] NEWPORT m CENTER n COVER SHEET SINGLE FAMILY RESIDENCE WITH AN X ATTACHED ONE CAR GARAGE THAT WILL BE DEMOLISHED. THE PROPOSED'"' - - -- PROJECT CONSISTS OF A 2,765 S.F. TWO STORY SINGLE FAMILY RESIDENCE WITH ,I r U'P .. I_ AN ATTACHED TWO CAR GARAGE OF� CAL GREEN MINIMUM REQUIREMENTS 537 S.F., CABANA OF 268 S.F., AND TOPOGRAPHIC SURVEY Unive of Cali lwi f - X PRDESCRIPTION THE PROJECT IS LOCATED AT 1556 E. OCEAN BLVD. AND SITS ON A FLAT LOT.y THERE IS CURRENTLY A ONE STORY] COVER SHEET SINGLE FAMILY RESIDENCE WITH AN c� -12.61 ATTACHED ONE CAR GARAGE THAT WILL BE DEMOLISHED. THE PROPOSED'"' - - -- PROJECT CONSISTS OF A 2,765 S.F. TWO STORY SINGLE FAMILY RESIDENCE WITH ,I r U'P .. I_ AN ATTACHED TWO CAR GARAGE OF� CAL GREEN MINIMUM REQUIREMENTS 537 S.F., CABANA OF 268 S.F., AND TOPOGRAPHIC SURVEY ROOF DECK OF 888 S.F., THE TOTAL FLOOR AREA IS 3,302 S.F. THE HEIGHT OF� } _ THE 2 STORY HOME IS 29' AND CONSISTS LOWER FLOOR PLAN OF 4 BEDROOMS, 3.5 BATHS, 2 PARKING UPPER FLOOR PLAN SPACES, 1 GOLF CART SPACE, AND 31 ROOF DECK & ROOF PLAN S.F. OF LANDSCAPE AREA. THE --- PROPOSED RESIDJENCE CONFORMS TO EXTERIOR ELEVATION & BUILDING SECTION ALL APPLICABLE SECTIONS OF THE BUILDING SECTIONS - DOOR & WINDOW SCHEDULE CERTIFIED LOCAL COASTAL PROGRAM LOWER FLOOR ELECTRICAL PLAN AND WITH THE PUBLIC ACCESS AND UPPER FLOOR ELECTRICAL PLAN PUBLIC RECREATION POLICIES OF INTERIOR ELEVATIONS CHAPTER 3 OF THE COASTAL ACT. ARCHITECTURAL DETAILS T 24-1 ,24 T 24-2 TITLE 24 CALCULATIONS S-1 FOUNDATION PLAN S-2 LOWER FLOOR FRAMING S-3 UPPER FLOOR FRAMING SGN STRUCTURAL GENERAL NOTES C► VI L� >:J�'I Vii: :, - �=,.�,�°�:� _. . 6 - LANDSCAPE L-00 COVER SHEET L-01 CONSTRUCTION PLAN T-1 SHEET INDEX & PROJECT DATA T-2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS T-3 CAL GREEN MINIMUM REQUIREMENTS 1 TOPOGRAPHIC SURVEY 2 ARCHITECTURAL SITE PLAN 3 LOWER FLOOR PLAN 4 UPPER FLOOR PLAN 5 ROOF DECK & ROOF PLAN 6 EXTERIOR ELEVATIONS 7 EXTERIOR ELEVATION & BUILDING SECTION 8 BUILDING SECTIONS - DOOR & WINDOW SCHEDULE 9 LOWER FLOOR ELECTRICAL PLAN 10 UPPER FLOOR ELECTRICAL PLAN 11 INTERIOR ELEVATIONS 12 ARCHITECTURAL DETAILS T 24-1 TITLE 24 CALCULATIONS T 24-2 TITLE 24 CALCULATIONS S-1 FOUNDATION PLAN S-2 LOWER FLOOR FRAMING S-3 UPPER FLOOR FRAMING SGN STRUCTURAL GENERAL NOTES SD -1 STRUCTURAL DETAILS SD -2 STRUCTURAL DETAILS SSW] ANCHORAGE DETAILS SSW 1 ALTERNATE ANCHORAGE DETAILS SSW2 FRAMING DETAILS LANDSCAPE L-00 COVER SHEET L-01 CONSTRUCTION PLAN SHORING SH SHORING PLAN GRADING 1 GRADING PLAN NOTES 2 GRADING PLAN 3 CPPP EROSION CONTROL PLAN 4 TOPOGRAPHIC SURVEY 111111114 The General Contractor. shall perform a PEER review of the drawings & shall notify the Architect of any omissions or discrepancies before performing the work in question. 11 CITE' OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive 1 P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1(949)644-3200 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2016 California Residential Code (CRC); 2016 California Building Code (CBC); 2016 California Plumbing Code (CPC); 2016 California Electrical Code (CEC); 2016 California Mechanical Code (CMC); 2016 Building Energy Efficiency Standards (BEES); 2016 California Green Building Standards Code (Cal Green); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. Residential building undergoing permitted alterations, additions or improvements shall replace non-compliant plumbing fixtures with water -conserving plumbing fixtures meeting the requirements of 2016 California Green Building Standards Code, Section 4.303. Plumbing fixture replacement is required prior to issuance of a certificate of occupancy or final inspection by the Chief Building Official. (Civil Code, Section 1101.1 et seq., NBMC 15.11.010) 2. 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. 3. Prior to performing any work in the city right-of-way an encroachment permit must be obtained from the Public Works Department. 4. A site survey by a licensed surveyor shall be required prior to foundation concrete pour. 5. Garage ceiling height. The minimum unobstructed vertical clearance for parking spaces shall be seven feet, except that the front four feet may have a minimum vertical clearance of four feet. (NBMC 20.40.090 A 4) 6. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (Cal Green 4.408.1, 4.408.3) 7. Stairways shall not be less than 36 inches clear width. (CRC 311.7.1) The minimum head clearance shall be 6"-8" measured vertically from the sloped line adjoining tread nosing. (CRC 311.7.2) 8. Advisory Note: Homeowners Association (HOA) approval may be required for this improvement. 9. Additional permits are required for detached structures including but not limited to: a. Accessory structures, detached patio covers, and trellises, b. Masonry or concrete fences over 3.5 ft. high, C. Retaining walls over 4 ft. high from the bottom of the foundation to the top of the wall. CONSTRUCTION: 10. Pedestrian protection adjacent to public way to be as follows: CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED Setback from Less than 5 feet Construction railings 8 feet or less 5 feet or more None 10 feet Less than 5 feet Barrier and covered walkway 20 feet 5 feet or more, but not more than one-fourth the height of construction Barrier and covered ary More than 8 feet 5 feet or more, but between one-fourth and one-half the height of constructionBarrier 5 feet or more, but exceeding one-half the height of construction None 11. All exterior lath and plaster shall have two layers of Grade D paper over wood base sheathing. (CRC R703.7.3, CBC 2510.6) 12. Wall covering of showers or tubs with showers shall be of cement plaster, tile, or approved equal, to a height of not less than 72 inches above drain inlet. Backing for tile shall be cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13. Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, CBC 2406.4) a. Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. C. Glazing adjacent to doors: i. Within a 24 inch are of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in -swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. f. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. 14. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109.4.4.2) 15. Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. C. On each additional story, including basements and habitable attics. I d. Not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower. e. A minimum of 20 feet horizontally from any permanently installed cooking appliance. f. Smoke alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R314.4 & R314.5 or CBC 907.2.11.5 & 907.2.11.6. 16. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3): a. Outside of each sleeping area in the immediate vicinity of the bedroom(s). b. On every level of the dwelling unit including basements. C. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R315. 17. All fenestrations on windows and doors shall have U -factors (0.32 max) and Solar Heat Gain Coefficient (SHGC=0.25 max) values in accordance with T-24 energy calculations. All fenestrations must have temporary and permanent labels. TEMPORARY GENERATOR: 18. Hand operated construction tools powered by electricity must use power provided by Southern California Edison through a temporary pole or available outlet. In the rare case where electricity is not readily available and a portable temporary generator is necessary, then the following restrictions must be adhered to: a. " Must be portable and may be easily relocated. b. Temporary generators are to be located a minimum distance from any property line according to the following table: C. If the minimum distance cannot be achieved, then the generator shall be located the most extreme distance practical to inhibit noise. Other methods to inhibit noise may be utilized when practical. d. May be operational for a maximum of five consecutive calendar days. After five consecutive calendar days of use, power shall be provided through the use of a temporary power pole. e. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM Monday through Friday. No use on the weekends or federal holidays. FIREPLACE: 19. All fireplaces: a. Factory -built fireplaces, chimneys and all of their components shall be listed and installed in accordance with their listing and manufacturer's installation instructions. (CRC R1004.1) b. Factory built wood burning fireplaces shall be qualified at the U.S. EPA's Voluntary Fireplace Program Phase 2 emissions level and be in accordance with the California Green Building Standards Code, Chapter 4, and Division 4.5. C. Decorative shrouds shall not be installed at the termination of factory -built chimneys except where such shrouds are listed and labeled for use with the specific factory -built chimney system and are installed in accordance with manufacturer's installation instructions. (CRC R1005.2 & CMC 802.5.2.4) 20. Solid fuel burning fireplaces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. b. Solid fuel burning fireplace must comply with the California Energy Standards mandatory measures. C. Chimney shall extend at least 2 ft. higher than any portion of the building within 10 ft., but shall not be less than 3 ft. above the highest point where the chimney passes through the roof. (CRC R1003.9) d. Liquid fueled fireplaces are not allowed for interior use. 21. Direct vent gas appliance fireplace: a. Direct vent sealed -combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply with ANSI Z21.50. (Cal Green 4.503.1) MECHANICAL: 22. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to terminate outside the building. (CRC R303.3, Cal Green 4.506.1, CBC 1203.5.2.1, CMC 402.5) 23. Where water closet compartment is independent of the bathroom or shower area, a fan will be required in each area. Bathrooms shall have an exhaust fan with humidity control sensor, min. 50 CFM capacity. (CRC R303.3.) 24. Where whole house fans are used in bathroom areas, the fan must run continuously and shall not be tied to a humidity control sensor. (Cal Green 4.506.1) 25. The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two 90 degree elbows. (CMC 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings into building, and 10 feet from a forced air inlet. (CMC 502.2.1) 27. Mechanical equipment shall be installed per the manufacture's installation instructions. (CMC 303.1) 28. Domestic range vents to be smooth metallic interior surface. (CMC 504.3) 29. Supply and return air ducts to be insulated at a minimum of R-6. (Cal Energy Code Table 150.1-A.) PLUMBING: 30. Plumbing Fixtures: a. New Construction & Addition/Alterations that increases condition volume, or size (Cal Green 4.303.1): i. Comply with CAL Green Mandatory Requirements b. Addition & Alteration: Existing fixtures shall be replaced to meet tt requirements: i. Shower Heads: 2.0 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @ 60 psi iii. Kitchen Faucets: 1.8 gpm @ 60 psi iv. Water Closet: 1.28 gallons per flush 31. Clearance for water closet to be a minimum of 24 inches in front, and 15 inc center to any side wall or obstruction. (CPC 402.5) 32. The water heater burner to be at least 18 inches above the garage floor, if garage. (CPC 507.13) 33. Install a 3 inch diameter by 3 ft. tall steel pipe embedded in concrete slab for I water heaters located in garage. (CPC 507.13.1) 34. Water heaters to be strapped at top and bottom with 1 '/_' x 16 gauge str: diameter. X 3" lag bolt each end. (CPC 507.2) 35. ABS and PVC drain waste and vent piping material is limited to 2 stories maxi 701.2(2) (a). and 903.1.1) 36. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (C 37. Roof and deck drain systems inside the building are required to be installed wit DWV drainage fittings. (CPC 1101.4 and & 706.0) 38. Cleanouts are required within 2 feet of the connection between the interior rc drain piping system, and the exterior onsite storm drain system. (CPC 1101.1 39. All hose bibbs are to have vacuum breakers. (CPC 603.5.7) 40. The maximum amount of water closets on a 3 inch horizontal drainage syst( (CPC Table 703.2) 41. The maximum amount of water closets on a 3 inch vertical drainage system lin Table 703.2) 42. Provide gas line with a min capacity of 200,000 btu for water heater. (Cal E 150.0(n)) 43. Provide a condensate drain no more than 2 inches above the base of the t space. (Cal Energy Code 150.0 (n)) 44. Provide a straight vent pipe from the water heater space to the outside term the water heater space. (Cal Energy Code 150.0 (n)) 45. Insulate all hot water pipes. (Cal Energy Code 150.0 Q) (2), and CPC 609.11; 46. Isolation valves are required for tankless water heaters on the hot and cold with hose bibbs on each valve, to flush the heat exchanger. (Cal Energy Cod area, following as from its cated in a otection of ) with 3/8" tum. (CPC 'C 1101.4) directional f and deck n line is 3. is 4. (CPC ergy Code iter heater ration from upply lines 110.3(7)) ELECTRICAL: 47. Electrical service to be underground for new construction, replacement building, or addition to an existing building exceeds fifty (50) percent of the gross floor area of the existing building. (NBMC 15.32.015) 48. Edison Company approval is required for meter location prior to installation. 49. Field inspectors to review and approve underground service requirement prior to concrete placement. 50. Service equipment and subpanels to have a min 30" wide by 36" deep clear work space.(CEC 110.26) 51. All lighting is required to be high efficacy. (California energy code section 150. (k) and Table 150.0-A.) 52. Provide a listed 1 inch raceway to accommodate a dedicated 208/240 -volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4) 53. All receptacle outlets are required to be listed tamper resistant (CEC 406.12 and 250.52) 54. Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20 amp branch circuits. Except for bathrooms, garages, and outdoors. (CEC 210.12) 55. At a minimum, one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11(C)(3)) 56. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) 57. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 (C)) 58. Subpanels are not allowed to be located in bathrooms or clothes closets. (CEC 240.24 (D) and (E). 59. Circuits sharing a grounded conductor (neutral) with two ungrounded (hot) conductors must use a two pole circuit breaker or an identified handle tie. (CEC 210.4(B)) Group non - cable circuits in panel (CEC 210.4(D)) 60. The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (13)(1) 61. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)) 62. Kitchen counter tops must have receptacle outlets so no point along the counter walls is more than 24 inches from a receptacle. (CEC 210.52 (C)) 63. Island and peninsular counter tops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) 64. The spacing for general receptacle outlets must be located so that no point on any wall, fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)) 65. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) 66. Garages shall have at least one receptacle for each car space on the interior. The branch circuit supplying the receptacles shall not serve outlets outside of the garage. (CEC 210.52 (G) (1). 67. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11(C) (2)). 68. Provide 120V receptacle within 3 feet of water heater. (Cal Energy Code 150.0 (n) 1 A.) FOUNDATION: 69. Weep screed for stucco at the foundation plate line shall be a minimum of 4 inches above the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 70. Fasteners and connectors (nails, anchor bolts, etc.) in contact with preservative -treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3, CBC 2304.10.5.1) 71. Anchor bolts shall include steel plate washers, a minimum of 0.229" x 3" x 3" in size, between sill plate and nut. (CRC R602.11.1, CBC 2308.3.2, Acceptable alternate SDPWS 4.3.6.4.3) V) 11-- Z Z LU 2 LU lY W C� �CC G Z G Z 0 1- U H V) Z 0 U J Q h - LU 0 V) LU W ORAWN CHECKED OATS SCALE JOB Pilo. SHEET OF 1111 SHEETS Required Required Setback Time - in Use Setback from 11 1 from<Adjacent Hours Pro 6l Line -Structures 0- 1 day 10 feet 5 feet > 1 day 20 feet 5 feet C. If the minimum distance cannot be achieved, then the generator shall be located the most extreme distance practical to inhibit noise. Other methods to inhibit noise may be utilized when practical. d. May be operational for a maximum of five consecutive calendar days. After five consecutive calendar days of use, power shall be provided through the use of a temporary power pole. e. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM Monday through Friday. No use on the weekends or federal holidays. FIREPLACE: 19. All fireplaces: a. Factory -built fireplaces, chimneys and all of their components shall be listed and installed in accordance with their listing and manufacturer's installation instructions. (CRC R1004.1) b. Factory built wood burning fireplaces shall be qualified at the U.S. EPA's Voluntary Fireplace Program Phase 2 emissions level and be in accordance with the California Green Building Standards Code, Chapter 4, and Division 4.5. C. Decorative shrouds shall not be installed at the termination of factory -built chimneys except where such shrouds are listed and labeled for use with the specific factory -built chimney system and are installed in accordance with manufacturer's installation instructions. (CRC R1005.2 & CMC 802.5.2.4) 20. Solid fuel burning fireplaces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. b. Solid fuel burning fireplace must comply with the California Energy Standards mandatory measures. C. Chimney shall extend at least 2 ft. higher than any portion of the building within 10 ft., but shall not be less than 3 ft. above the highest point where the chimney passes through the roof. (CRC R1003.9) d. Liquid fueled fireplaces are not allowed for interior use. 21. Direct vent gas appliance fireplace: a. Direct vent sealed -combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply with ANSI Z21.50. (Cal Green 4.503.1) MECHANICAL: 22. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to terminate outside the building. (CRC R303.3, Cal Green 4.506.1, CBC 1203.5.2.1, CMC 402.5) 23. Where water closet compartment is independent of the bathroom or shower area, a fan will be required in each area. Bathrooms shall have an exhaust fan with humidity control sensor, min. 50 CFM capacity. (CRC R303.3.) 24. Where whole house fans are used in bathroom areas, the fan must run continuously and shall not be tied to a humidity control sensor. (Cal Green 4.506.1) 25. The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two 90 degree elbows. (CMC 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings into building, and 10 feet from a forced air inlet. (CMC 502.2.1) 27. Mechanical equipment shall be installed per the manufacture's installation instructions. (CMC 303.1) 28. Domestic range vents to be smooth metallic interior surface. (CMC 504.3) 29. Supply and return air ducts to be insulated at a minimum of R-6. (Cal Energy Code Table 150.1-A.) PLUMBING: 30. Plumbing Fixtures: a. New Construction & Addition/Alterations that increases condition volume, or size (Cal Green 4.303.1): i. Comply with CAL Green Mandatory Requirements b. Addition & Alteration: Existing fixtures shall be replaced to meet tt requirements: i. Shower Heads: 2.0 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @ 60 psi iii. Kitchen Faucets: 1.8 gpm @ 60 psi iv. Water Closet: 1.28 gallons per flush 31. Clearance for water closet to be a minimum of 24 inches in front, and 15 inc center to any side wall or obstruction. (CPC 402.5) 32. The water heater burner to be at least 18 inches above the garage floor, if garage. (CPC 507.13) 33. Install a 3 inch diameter by 3 ft. tall steel pipe embedded in concrete slab for I water heaters located in garage. (CPC 507.13.1) 34. Water heaters to be strapped at top and bottom with 1 '/_' x 16 gauge str: diameter. X 3" lag bolt each end. (CPC 507.2) 35. ABS and PVC drain waste and vent piping material is limited to 2 stories maxi 701.2(2) (a). and 903.1.1) 36. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (C 37. Roof and deck drain systems inside the building are required to be installed wit DWV drainage fittings. (CPC 1101.4 and & 706.0) 38. Cleanouts are required within 2 feet of the connection between the interior rc drain piping system, and the exterior onsite storm drain system. (CPC 1101.1 39. All hose bibbs are to have vacuum breakers. (CPC 603.5.7) 40. The maximum amount of water closets on a 3 inch horizontal drainage syst( (CPC Table 703.2) 41. The maximum amount of water closets on a 3 inch vertical drainage system lin Table 703.2) 42. Provide gas line with a min capacity of 200,000 btu for water heater. (Cal E 150.0(n)) 43. Provide a condensate drain no more than 2 inches above the base of the t space. (Cal Energy Code 150.0 (n)) 44. Provide a straight vent pipe from the water heater space to the outside term the water heater space. (Cal Energy Code 150.0 (n)) 45. Insulate all hot water pipes. (Cal Energy Code 150.0 Q) (2), and CPC 609.11; 46. Isolation valves are required for tankless water heaters on the hot and cold with hose bibbs on each valve, to flush the heat exchanger. (Cal Energy Cod area, following as from its cated in a otection of ) with 3/8" tum. (CPC 'C 1101.4) directional f and deck n line is 3. is 4. (CPC ergy Code iter heater ration from upply lines 110.3(7)) ELECTRICAL: 47. Electrical service to be underground for new construction, replacement building, or addition to an existing building exceeds fifty (50) percent of the gross floor area of the existing building. (NBMC 15.32.015) 48. Edison Company approval is required for meter location prior to installation. 49. Field inspectors to review and approve underground service requirement prior to concrete placement. 50. Service equipment and subpanels to have a min 30" wide by 36" deep clear work space.(CEC 110.26) 51. All lighting is required to be high efficacy. (California energy code section 150. (k) and Table 150.0-A.) 52. Provide a listed 1 inch raceway to accommodate a dedicated 208/240 -volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4) 53. All receptacle outlets are required to be listed tamper resistant (CEC 406.12 and 250.52) 54. Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20 amp branch circuits. Except for bathrooms, garages, and outdoors. (CEC 210.12) 55. At a minimum, one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11(C)(3)) 56. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) 57. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 (C)) 58. Subpanels are not allowed to be located in bathrooms or clothes closets. (CEC 240.24 (D) and (E). 59. Circuits sharing a grounded conductor (neutral) with two ungrounded (hot) conductors must use a two pole circuit breaker or an identified handle tie. (CEC 210.4(B)) Group non - cable circuits in panel (CEC 210.4(D)) 60. The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (13)(1) 61. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)) 62. Kitchen counter tops must have receptacle outlets so no point along the counter walls is more than 24 inches from a receptacle. (CEC 210.52 (C)) 63. Island and peninsular counter tops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) 64. The spacing for general receptacle outlets must be located so that no point on any wall, fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)) 65. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) 66. Garages shall have at least one receptacle for each car space on the interior. The branch circuit supplying the receptacles shall not serve outlets outside of the garage. (CEC 210.52 (G) (1). 67. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11(C) (2)). 68. Provide 120V receptacle within 3 feet of water heater. (Cal Energy Code 150.0 (n) 1 A.) FOUNDATION: 69. Weep screed for stucco at the foundation plate line shall be a minimum of 4 inches above the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 70. Fasteners and connectors (nails, anchor bolts, etc.) in contact with preservative -treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3, CBC 2304.10.5.1) 71. Anchor bolts shall include steel plate washers, a minimum of 0.229" x 3" x 3" in size, between sill plate and nut. (CRC R602.11.1, CBC 2308.3.2, Acceptable alternate SDPWS 4.3.6.4.3) V) 11-- Z Z LU 2 LU lY W C� �CC G Z G Z 0 1- U H V) Z 0 U J Q h - LU 0 V) LU W ORAWN CHECKED OATS SCALE JOB Pilo. SHEET OF 1111 SHEETS COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 CALGREEN - RESIDENTIAL MINIMUM REQUIREMENTS Scope 1. 2016 California Green Building Standards Code (CG) is applicable to all new residential buildings, including but not limited to, dwellings, apartment houses, condominiums, hotels, and other types of dwellings containing sleeping accommodations with or without common toilets or cooking facilities regulated by the Department of Housing and Community Development (HCD-1). (NBMC 15.11.010, CG Section 101.3.1). 2. 2016 California Green Building Standards Code (CG) is applicable to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. (301.1.1) Energy Efficiency 3. New one and two family dwellings and townhouses with attached private garages shall install a listed nominal 1 inch inside diameter raceway to accommodate a dedicated 2081240 volt branch circuit. (4.106.4.1) a. The raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box, or enclosure in close proximity to the proposed location of an EV charger. b. The service panel or subpanel shall provide capacity to install a minimum 40 ampere dedicated branch circuit and space reserved for installation of a branch circuit overcurrent protective device. c. The service panel or subpanel circuit directory shall identify the overcurrent protective devices space reserved for future EV charging as "EV CAPABLE." d. The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Material Conservation and Resources Efficiency 4. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or other similar method. (4.406.1) 5. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with City's water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE ARCHITECTURAL APPLICATIONS MAXIMUM FLOW RATE Single Showerheads 2.0 gpm @ 80 psi Multiple Showerheads Combine flow rate of 2.0 gpm @80 psi Residential Lavatory Faucets 1.2 m @ 60 psi Common and Public use Lavatory Faucets 0.5 gpm @60 psi Kitchen Faucets 1.8 gpm 60 psi Metering Faucets 0.25 allons er c cle maximum Water Closets 1.28 allons/flush Wall Mounted Urinal 0.125gallons/flush All Other Types of Urinal 0.5 allonsJflush ' 1. Includes single and dual flush water closets with an effective flush rate of 1.28 gallons or less when tested per ASME Al 22.19.233.2 for single flush and ASME At 12.19.14 for dual flush toilets. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. Environmental Quality 8. Moisture content of building materials used in wall and floor framing is checked before enclosure according to one of the following (4.505.3): a. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. b. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece to be verified. c. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. 9. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other toxic requirements in Sections 94522(e)(1) and (f)(1) of the California Code of Regulations, Title 17, commencing with Section 94520. (4.504.2.3) 10. Carpet and carpet systems shall be compliant with of the following (4.504.3): a. Carpet and Rug Institute's Green Label Plus Program. b. California Department of Public Health Specification 01350. c. NSF/ANSI 140 at the Gold level. d. Scientific Certifications Systems Indoor Advantage""' Gold 11. Minimum 80% of floor area receiving resilient flooring shall comply with one of the following (4.504.4): a. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Product Database. b. Products certified under UL GREENGUARD Gold. c. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program. d. California Department of Public Health Specification 01350. 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1'2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS Fire resistive coatings PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 To and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Multicolor coatings Metal to metal 30 Plastic foams 50 Porous material (except wood 50 Wood 30 Fiberglass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure VOC content specified in table, see South Coast Air Quality Management District Rule 1168. SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter FORMALDEHYDE LIMITS Maximum formaldehyde Emissions in Parts per Million SEALANTS VOC LIMIT Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof membrane 450 Other 420 SEALANT PRIMERS 50 Architectural Nonporous Porous 250 775 Modified bituminous 500 Marine deck 760 Other 750 13. Paints, stains, and other coatings shall be compliant with VOC and other toxic compound limits set forth in Table 4.504.3. (4.504.2.2) VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS ' (Grams of VOC per Liter of Coating, Less Water and Less Exempt Compounds) FORMALDEHYDE LIMITS Maximum formaldehyde Emissions in Parts per Million COATING CATEGORY VOC LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-hi h gloss coatings 150 Specialty Coatings 0.05 Aluminum roof coatings 400 Basementspecialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concrete/masonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form -release compounds 250 Graphic arts coatings (sign paints 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatin s 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty rimers, sealers and undercoaters 100 Stains 250 Stone consolidants 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 Waterproofing membranes 250 Wood coatings 275 Wood preservatives 350 Zinc -rich primers 340 1. Grams of VOC per liter of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More information is available from the Air Resources Board. 14. Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior or exterior of the building shall comply with low formaldehyde emission standards as set forth in Table 4.504.5 below (4.504.5): 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333-96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch (8 mm). 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity rage of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSIJACCA 2 Manual J-2011 (Residential Load Calculation), ASHRAE handbooks or equivalent design methods. b. Size duct systems according to ANSI/ACCA 1 Manual D-2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSIJACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web -based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits as set forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (Section 703.1) FORMALDEHYDE LIMITS Maximum formaldehyde Emissions in Parts per Million `° O �o� PRODUCT U LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard ^/ L- 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard 0.13 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333-96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch (8 mm). 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity rage of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSIJACCA 2 Manual J-2011 (Residential Load Calculation), ASHRAE handbooks or equivalent design methods. b. Size duct systems according to ANSI/ACCA 1 Manual D-2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSIJACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web -based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits as set forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (Section 703.1) DRAWN CHECKED DATE SCALE JOB NO. SHEET OF SHEETS 12 U `° O �o� U N 0 - Lf) Lid ^/ L- W Q z , o O >X W H Q U U L_- WU 00 Z C U YJ I U U OU <� DRAWN CHECKED DATE SCALE JOB NO. SHEET OF SHEETS 12 Y y DRAWN CHECKED DATE SCALE JOB NO. SHEET OF SHEETS 12 z ----- --' mm t X P ® ®m ®® m m m m m m m ®1 ®u� �0�' ©® ------. -1?ffi 0.1 55 SET LEAD AND TAG 10.3T fence fence tee . _ N2rWlWE CONC. CONC. fl1 FS9.66 STAMPED L.S. 4653 p # t� # 86 a7 ae ' ON P.L. PROD., 2.00' u z L ®510.16 CONC. FS ®0.56 CON(. 0.91 ang rick EDISON FROM THE CORNER. (03 o ® # �P� ®w VAULT ®® -----® ----- # V oz z o w L ®69.46 # 10.3 p z au - fs u z z # u ' ' # PROPERTY o z w o u ® ® < _ LINE ® S 5 L ti o u � � M 23 It is u cc z z h U z z u ou �u z ®39.37 69.52 9 Ps z bk 5 t ek ' L r��oC�.� a u 9:367( u �3-84.92 Q 8:98FL 7 bid line 9.55 Q t0 ® Io.0 Li nng cone 5 I LD g u fl 11.83 ou t # i Fs 10.56 - -� EDISON RESIDENCE A RESIDENCE u o 36 tree # CAB E TV w u 54 o PROPERTY cone. �Fw Y u fs9.ao es�09 u.e2 # ' ®® L ®C.®id4�38.63 LINE ®� ���o �� z #=11111 W'�°44'd6'E RAD. 77 ®®9�yn oAD®N®,CCw a 7®410.20 143 C[INC. 1® 10.15 CON(. t®11021 w w u yr # # 1 0.13 CON(. Itlb� °°�% �17$ .29 fs CON(. tg 10.11 t9 t9 ]39 -------_- --------- ----- --' mm t X P ® ®m ®® m m m m m m m ®1 ®u� �0�' ©® ------. -1?ffi 0.1 55 SET LEAD AND TAG 10.3T fence fence tee . _ N2rWlWE CONC. CONC. fl1 FS9.66 STAMPED L.S. 4653 p # t� # 86 a7 ae ' ON P.L. PROD., 2.00' z 9.84FS �p3 -® ®510.16 CONC. FS ®0.56 CON(. 0.91 ang rick EDISON FROM THE CORNER. o ® # �P� ®w VAULT ®® -----® ----- # V oz z o 7 = ®69.46 # 10.3 10.0 z au - fs e # p o # u ' ' # PROPERTY o z w o ® ® < _ LINE ® S 5 U z NORTH 0' 8' 16' -1 SCALE: 1"=8' NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. SET LEAD AND TAG STAMPED L.S. 4653 ®010.29 cp a WM u 10.42 6M ci B z . u .40TC P w 8.99FL 33 t 110 4 130 37 bk 5 t®' # 90.50 64 deck RESIDENCE u.66Fp u.6s 13 Fe .ce® ® -£170:1 ® 11.65 ® 9.83 p = _ - tree P 6� # bricks # ® W ®f11.85 'u> # 10.48 = Y o z z u u U. ® ro� PROPERTY # w 1@210 P 9 LINE 6i� G w ,� ..96.' ci z u u nng conc9 # # bot6010. {ep6 S� m S�OJ LJ ti S 4 P 7 u w o zo ® # - °y 5 SET LEAD AND TAG U S ou ® 67 ®89.93 #. ®� ®®®®®® coNc. ®® # ®� D `P��4 z STAMPED L.S. 4653 p 10.69 PROPERTY 101 0 u u z c5 10.72 82 CON(. ®10.31 10.47 'r0) z 93 z P p # ® 10.06 LINE f CONIC. ! Q ®79.51 14 90 FTC u B3 f _I 8. +® b6A 1® 10.71 fs--------- P9,2�--=-- ---- --- 4 m-® 8 .m m m m® # g ® ® m m ,� ,�------- -- cp # # Q SET LEAD AND TAG bk 5 I'ek �aaaaEaAD. Ps lo.9a # ®166 ®®®®J N2®o24'24"E 76,87' ¢ o �� i N2M1 2 E ti STAMPED L.S. 4653 ® 32.22 z o I <� ridge Q 0 EDISON w o DN P.L. PROD., 2.00' # s I ,� FROM THE CORNER. ®®® 9 10.90 z m 1®525.00 u 1 - ridge # rI ei w 1.0 z w u o RESIDENCE SEWER CO. u z # U. z U 30.0 i Z 11.5TW 9� 11 0.�1 I bldine1.84 fs I (� 1£210. 1 _ 89.53 Ps u # i z o A I 9:507( bk qlf t ek I z 9.06FL i I Z: o 5. LEGEND L3 # u DESCRIPTION i i 9m I PILEASTER (123.45) MEAS, ELEVATIONSO ; i ( ) REC: BRG, & DIST, u DECK w # BRICK i w WALL i --------- BUILDING m m' ®® PROPERTY LINEO LAND 12 FENCE i SES sG�L N,G. NATURAL GRADE h= i ��RON P,P. POWER POLE MIEDEMA WM WATER METER i N NO. 4653 F.F. FINISH FLOOR v EXP. 9/30/19 GF. GARAGE FLOOR i i p" r.4.. pe`� CONC. CONCRETE c� i OF CALM F.S. FINISH SURFACE an M.H. MAN -HOLE P PLANTER U A:C. ASPHALT T,G. TOP -GRATE R d M SURVEYING INC, TOPOGRAPHIC SURVEY OWNER: LEGAL DESCRIPTION: BENCH MARK; ADDRESS OF PROJECT: BENCH MARK 3: NB1-4-71 R❑N MIEDEMA L,S. 4653 MARK HAUPERT LOT 15, TRACT NO: 518 DATUM: NAVD88 23016 LAKE FOREST DR: #409 ELEVATI❑N: 7.828 1556 OCEAN BOULEVARD LAGUNA HILLS, CA 92653 NEWPORT BEACH (949) 858-2924 OFFICE PROJECT BENCH MARK: (949) 858-3438 FAX JOB DATE: 2/16/2017 lot is 2,680 sq. ft RDMSURVEYING@COX.NET INDICATES CHISLED BOX ON TOP OF CURB, ELEVATION =9.41 19 20 ro co z 00 < W ®0 cif C.0 Lo W ,ND PUCHED WALLS. f DRAWN 3. ALL PLUMBING FIXTURES SHALL BE COMPLYING WITH THE MAXIMUM FLOW RATES IN SECTION 4.303 CALGREEN BUILDING STANDARDS CHECKED CODE. 4. WOOD FRAMED STRUCTURES WITH BASEMENTS OR MORE THAN 2 DATE STORIES IN HEIGHT SHALL BE PREPARED BY A LICENSED ARCHITECT OR ENGINEER. SCALE CHECKED /l+1) 11r JOB NO. SHEET -0 co C' -J 0, O� I Q Ln U US 01 Z 0 oz� IIIH x < LL UU cj,) 00 0- I oo- co z 00 < W ®0 cif C.0 Lo W ,ND PUCHED WALLS. f DRAWN 3. ALL PLUMBING FIXTURES SHALL BE COMPLYING WITH THE MAXIMUM FLOW RATES IN SECTION 4.303 CALGREEN BUILDING STANDARDS CHECKED CODE. 4. WOOD FRAMED STRUCTURES WITH BASEMENTS OR MORE THAN 2 DATE STORIES IN HEIGHT SHALL BE PREPARED BY A LICENSED ARCHITECT OR ENGINEER. SCALE CHECKED /l+1) 11r JOB NO. SHEET 4 1 w <C CO Lf). N 0'a Q U US 01 U > x �LL U� � Q U� U 0 J U o, Q - 00�tlCy r� 1;1;? I_ U1�bt1 i +A,5 ;;2 I E Et ATrIb _�C.C._'�✓- E o °1„ l •I ` P5Y CERTAIINNTEED- RESIDENTIAL SHAKE TL l✓ ICC -ES ESR -3537 pec ATTIC AREA 1: 249 S.F. 249 S.F. _ 150 = 1.66 S.F. 1.66 S.F. x 144 IN. = 239.04 SQ. IN. 239.04 _ 100 = 2.39 = 2 VENTS ATTIC AREA 2: 251 S.F. 251 S.F. _ 150 = 1.67 S.F. 1.67 S.F. x 144 IN. = 240.96 SQ. IN. 240.96 _ 100 = 2.40 = 2 VENTS TOTAL VENTS = 4 Y nt W NN — "SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 DBA (55 DBA WITH TIMER; 65 DBA WITH TIMER AND NEIGHBOR'S CONSENT) PER SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BEAT ADJACENT PROPERTY j PATIO OR OPENING. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY." Il <C 00 L>: C> U -0 N • Q LCA U UZZ�T � LLS 01 O> x x � rs �Q i t • U� iF U, 1 - Imo, _ o- C` D } Lo Q oq • I � rs i t • iF 1 - q' MIN: -Tv f). e. C R a� C 4 Std cmoo l AF t HF i4.✓6d6 I I ^^n Q CO �t 0 Q' CN CN ol c1r). Q; L � z01 c� Q Q U� U �0 _cf) <� U �Q o0- Q --, H CY 4 Ll Ll Ll ill L u Ll I C� A Itl P 114 J I -71 co -0 CO C\J Of It CYD =+ LLS' 01. ----------- WTI, I II co �, Lo 'FO'r2 14� "T -5*T CP 12- F�r I -Y' Wit, MG v2lf4l X11P 5c '1p, bcc, 1� NFFP 0 P 7f 7" eXT t -Y w_-_- -� !��. Tr --F 544tjc/ 0, --J,--AA P,\bTOIL 14DO �01 Illn m iz, "T -5*T CP 12- F�r I -Y' Wit, MG v2lf4l X11P 5c '1p, bcc, 1� NFFP 0 P 7f 7" eXT t -Y w_-_- -� !��. Tr --F 544tjc/ 0, --J,--AA P,\bTOIL 14DO �01 �r tiy LLJ W n W C) 0 0 n cr• Lo Imo w LEC fRICAL NOTES' Bathroom exhaust fans which exhaust directly from bathroom shall comply with CGBS 4.5o6 and shall include the following: a, Be Energy star efficient b. Unless functioning as a component of a whole house system, fans must be controlled by a humistat which shall be readily accessible between a relative humidity of 50% to 80- 2, 00-2. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated and ducted to the outside. A minimum rate of 50cfm and a Maximum sound rating of 3 Sone for intermittent operation is required. 3. Kitcnan exhaust hood shall exhaust to outside. A minimum rate of ioo cfm and a maximum sound rating of 3 Sone is required for intermittent operation. HPa 21 9 buidings, outdoords, crawl spaces, unfinished Bsements, all kitchen outlets, laundry, utility and wet bar outlets located within 6 feet. Eception: A receptacle supplying only a permanently installed fore alarm or burglar alarm CEC 210- 8a. co l I tJ _ _ c i �7p ELECTRICAL LEGEND I4�-- DUPLEX ELECTRICAL OUTLET 110 #�=OUTLET'/2 SWITCHED 2W107- OUTLET 220 .SWITCHED OUTLET IJP},�(aOUTLET EXTERIOR G-rjfe�OUTLET GROUND FAULT PROTECTED Al 11� OUTLET ARC FAULT PROTECTED IJP WATER PROOF / EXTERIOR FGA- SWITCH }f� MULTI WAY SWITCH MULTIPLE SWITCHING NfpRHEOSTATIC DIMMER CONTROL �O RECESSED CEILING LIGHT f6- WALL LIGHT SURFACE.MOUNTED CEILING LIGHT -q�--HANGING CEILING LIGHT 'F= FLUORESCENT TUBE LIGHTING M MEDIA CABLE..(VERIFY TYPE) F <i TELECOM UNICATION CABLE (VERIFY) STEP LIGHT, WATER PROOF 1--0 PUSH BUTTON CONTROL 1�:Z�_ENTRY CHIMES TELECOM JACK TYPE MM ENHANCED MULTI MEDIA JACK MULTIMEDIA JACK JUNCTION BOX f )t=X FLUOR. TUBE FLUOR. RECESSED FIXTURE SINGLE SWITCH W/ OCCUPANCY SENSOR F SWITCH W/ MOTION SENSOR TIMER ll r1eTr(a CARBON MONOXIDE SENSOR (TO BE INTERCONNECTED; I U SMOKE DETECTOR (TO BE INTERCONNECTED) 1 EXHAUST FAN 5 AIR CHANGES PER HOUR i-� FUEL GAS FUEL VALVE SHUT OFF KEY UUM�C4-� U shall be located on a wall or partition that is adjacent to the a. Smoke detectors to be installed in each sleeping room basin or installed on the side of face the basin cabinet not b. Smoke detectors and Carbon monoxide alarms are more than t2" below the countertop. outside of each separate dwelling unit 16. Provide a min. of (1) 20amp circuit for bathroom(s) outlet. 4E 1 I€� �� Ri h pj,? , required sleeping area in the immediate vicinity of the Such circuit shall have no other outlets. Loads shall be 7. Recessed lighting installed in an insulated ceiling shall be1. bedrooms. Monoxide alarm are Smoke detectors and Carbon M balanced. m small appliance circuits for � Provide a minimum oft -2o amp pp 7 listed as t�t'JC and sealed and/or contain a gasket. C. each additional story and/or every level of the kitchen counter tops. Such circuit shall have no other 8. Smoke detectors and Carbon Monoxide Alarm in a required on the dwelling, including basements and habitable attics. outlets. Loads shall be balanced. accordance with Section R315.1 shall be installed in the than one smoke detectors/ Carbon i8. Provide a minimum of a-zo amp' sundry branch circuit. Such following locations: d. Where more Monoxide alarms is required to be installed within the circuits shall have no other outlets. U� dwelling unit or within a sleeping unit, the alarm shall iq. A dedicated circuit, sized for the appliance is required for IIIU be interconnected in a manner that activation of one ' dumb waiter equipment. alarm shall activate all the alarms in the individual unit. Cy', _U e. Smoke detector/ Carbon Monoxide alarms shall receive o� U} their primary power from the building wiring and be equipped with a battery backup. <Q q. Provide a service ork order for both a temporary 0� constriction pole and each separate unit main electrical. service form the corresponding electrical power provider. 10. Utility service to be underground ii. Outdoor receptacles to be listed as weather resistant per CEC section 406.8 i2. Provide G.F.C.I. protection for all tzo volt, 15 and 20 amp receptacles instal led in bathrooms, garages and accessory 21 9 buidings, outdoords, crawl spaces, unfinished Bsements, all kitchen outlets, laundry, utility and wet bar outlets located within 6 feet. Eception: A receptacle supplying only a permanently installed fore alarm or burglar alarm CEC 210- 8a. co l I tJ _ _ c i �7p ELECTRICAL LEGEND I4�-- DUPLEX ELECTRICAL OUTLET 110 #�=OUTLET'/2 SWITCHED 2W107- OUTLET 220 .SWITCHED OUTLET IJP},�(aOUTLET EXTERIOR G-rjfe�OUTLET GROUND FAULT PROTECTED Al 11� OUTLET ARC FAULT PROTECTED IJP WATER PROOF / EXTERIOR FGA- SWITCH }f� MULTI WAY SWITCH MULTIPLE SWITCHING NfpRHEOSTATIC DIMMER CONTROL �O RECESSED CEILING LIGHT f6- WALL LIGHT SURFACE.MOUNTED CEILING LIGHT -q�--HANGING CEILING LIGHT 'F= FLUORESCENT TUBE LIGHTING M MEDIA CABLE..(VERIFY TYPE) F <i TELECOM UNICATION CABLE (VERIFY) STEP LIGHT, WATER PROOF 1--0 PUSH BUTTON CONTROL 1�:Z�_ENTRY CHIMES TELECOM JACK TYPE MM ENHANCED MULTI MEDIA JACK MULTIMEDIA JACK JUNCTION BOX f )t=X FLUOR. TUBE FLUOR. RECESSED FIXTURE SINGLE SWITCH W/ OCCUPANCY SENSOR F SWITCH W/ MOTION SENSOR TIMER ll r1eTr(a CARBON MONOXIDE SENSOR (TO BE INTERCONNECTED; I U SMOKE DETECTOR (TO BE INTERCONNECTED) 1 EXHAUST FAN 5 AIR CHANGES PER HOUR i-� FUEL GAS FUEL VALVE SHUT OFF KEY UUM�C4-� U 00 'O U CO O' Q Lo U ZZr Ev L-12 0- O _� 01 > D UJ X _ X i U� IIIU Cy', _U o� U} <Q 0� co . 0- D UJ i HIGH EFFICANY NOTES PER SECTION 150.0 (K) (k) Residential Lighting. - L Luminaire Requirements A. Luminaire Efficacy: All installed luminaires shall be high efficacy in accordance with TABLE 150.0- A. B. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or other device shall be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. C. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings shall meet all of the following requirements: i. Be listed, as defined in Section 100. 1, for zero clearance insulation contact (IC) by Underwriters ,- Laboratories or other nationally recognized testing/rating laboratory; and ii. Have a label that certifies the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283. An exhaust fan housing shall not be required to be certified airtight; and - iii. Be sealed with a gasket or caulk between the luminaire housing and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and iv. For luminaires with bardwired ballasts or drivers, allow ballast or driver maintenance and replacement to be readily accessible to building occupants from below the ceiling without requiring the cutting of holes in the ceiling; and V. Shall not contain screw base sockets; and vi. Shall contain light sources that comply with References Joint Appendix JAB, including the elevated temperature requirements, and that are marked "JA8-2016-E" as specified in Reference Joint Appendix JAS. D. Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. E. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no more than five watts of power per luminaire or exhaust fan as SECTION 150 0 - MANDATORYFEATURES AND DEVICES 2016 Building Energy Efficiency Standards Page 237 determined in accordance with Section 130.0(c). Night lights shall not be required to be controlled by vacancy sensors, F. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans shall meet the applicable requirements of Section 150,0(k). EXCEPTION to Section 150.0(k)1F: Lighting installed by the manufacturer in kitchen exhaust hoods. G. Screw based luminaires. Screw based luminaires shall meet all of the following requirements: i. The luminaires shall not be recessed downlight luminaires in ceilings; and ii. The luminaires shall contain lamps that comply with Reference Joint Appendix JA8; and - iii. The installed lamps shall be marked with "JA8-2016" or "JA8-2016-E" m specified in Reference Joint Appendix JA8. EXCEPTION to Section 150.0(k)1G: Luminaires with hard -wired ballasts for high intensity discharge lamps. H. Enclosed Luminaires. Light sources that are not ranked "JAg-2016-E' shall not be installed in enclosed luminaires. 2. Interior Lighting Switching Devices and Controls. A. All forward phase cut dimmers used with LED light sources shall comply with NEMA SSL 7A. B. Exhaust fans shall be switched separately from lighting systems. EXCEPTION to Section 150.0(k)2B: Lighting integral to an exhaust fan may be on the same switch as the fan provided the lighting can be switched OFF in accordance with the applicable provisions in Section 150.0(k)2 while allowing the fan to continue to operate for an extended period of time. C. Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. D. Lighting controls and equipment shall be installed in accordance with the manufacturer's instructions. E. No controls shall bypass a dimmer or vacancy sensor function where that dimmer or vacancy sensor has been installed to comply with Section 150.0(k). E Lighting controls shall comply with the applicable requirements of Section 110.9. G. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements in Section 150,0(k) if at a minimum it provides the functionality of a dimmer in accordance with Section 110.9, meets the installation certificate requirements in Section 130.4, the EMCS requirements in Section 130.5(£), and complies with all other applicable requirements in Section 150,0(k)2. H. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements in Section 150.0(k) if at a minimum it provides the functionality of a vacancy sensor in accordance with Section 110.9, meets the installation certificate requirements in Section 130.4, the EMCS requirements in Section 130.5(f), and complies with all other applicable requirements in Section 150.0(k)2. 1. A multiscene programmable controller may be used to comply with dimmer requirements in Section 150.0(k) if at a minimum it provides the functionality of a dimmer in accordance with Section 110.9, and complies with all other applicable requirements in Section 150.0(k)2. J. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each o£these spaces shall be controlled by a vacancy sensor. K. Dimmers or vacancy sensors shall control all luminaires required to have light sources compliant with Reference Joint Appendix JA8. EXCEPTION 1 to Section 150.0(k)2K: Luminaires in closets less titan 70 square feet. EXCEPTION 2 to Section 150.0(k)2K: Luminaires in hallways. L. Undemabinet lighting shall be switched separately from other lighting systems. SECTION 150.0 - MANDA TOR Y FEA TURES AND DEVICES Page 238 2016 Building Energy Efficiency Standards 3. Residential Outdoor Lighting. In addition to meeting the requirements of Section 150.0(k)IA, luminaires providing residential outdoor lighting shall meet the following requirements, as applicable: A. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, shall meet the requirement in item i and the requirements in either item a or item iii: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and ii. Controlled by photocell and motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours; or iii. Controlled by one of the following methods: a. Photocontrol and automatic time switch control. Controls that override to ON shall not be allowed unless the override shall automatically return the photocontrol and automatic time switch control to its normal operation within 6 bows.; or b. Astronomical time clock. Controls that override to ON shall not be allowed unless the override shall automatically return the astronomical clock to its normal operation within 6 bows and which is programmed to automatically tum the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with Section 110.9; meets the Installation Certification requirements in Section 130.4; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. B. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential emporia with less than eight vehicles per site shall comply with one of the following requirements: i. Shall comply with Section 150.0(k)3A; or ii. Shall comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4,140.7 and 141.0. C. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by Section 150A(k)3B or 150A(k)3D shall comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. D. Outdoor lighting for residential puking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. 4. Internally illuminated address signs. Internally illuminated address signs shall: A. Comply with Section 140.8; or B. Shall consume no more than 5 watts of power as determined according to Section I30.0(c). 5. Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in Sections 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. 6. Interior Common Areas of Low-rise Multi -Family Residential Buildings. A. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less ofthe floor area, permanently installed lighting for the interior common men in that building shall be high efficacy luminaires and controlled by an occupant sensor. & to a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: i. Comply with the applicable requirements in Sections 11 O.9, 130.0, 130.1, 140.6 and 141.0; and SECTION 15 0. 0 - MANDA TOR Y FEA TURES AND DEVICES 2016 Building Energy Efficiency Standards- Page 239 ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully on and off from all designed paths of ingress and egress. UM T 5 U s TW i UI.� r of U CO uJ CO N �0, Q Lo U0 O -01 Lj_" cX Q rR � .0 w U I- Al! �1 4 CY, 01 A u) 000- Qr) U K�. _ rr' �t r, �U ti 'e O s _ w t 1Z::T 0- � s uJ Y �� • rR � Al! �1 4 A t K�. _ rr' �t r, ti 'e t. s _ w t " z � a5 5 U - 5 ® 5 5 G SHEET 3 !1 k r M � Ri L OF SHE �@ 7 1 -(1LTt7d.r-okir:j j _Fj r r ;m Q co -0 co _ Q co 0- 9 �V'.fl e. � U � -(1LTt7d.r-okir:j j _Fj r r I_iG/-1c T Q co -0 co _ Q co 0- 9 �V'.fl e. ii U � z� C W W �x Q I_iG/-1c T DATE SCALE JOB NO. SHEETS 29 Q co -0 co _ Q co 0- e. ii U � z� C W W �x Q 1— .. i" cv- W U w c., 00 o-5zo-5 0- u Q o0- DATE SCALE JOB NO. SHEETS 29 e. ii < C .. i" Lo w DATE SCALE JOB NO. SHEETS 29 Z%Cid,-fj-/ lJi oc ". M7 Ime � 2u l �isrc sr stC7 apY ioilr ) IIgsvvL- :!ZXip ,�'(�.lX��!_ __.. Z 1✓bTD �`-'—r 2C�GIb� 1 ti„' �� ll; j �` fi E sal a CFk { p» \\ t g f v , TO Tor I PIC D� (/�/JTr- ) Jh If yfj1� Y�• ? :Ik e,v FF1c ft,oc"do P � s wa �u ;! Mac r or 101 Me rrr I( 1 _ �. l"W�� Its � I ij .�x I f f � f 10 - - (Jbu WAI JQr- cie , ow, M i�j x SrJL;) E m Q c0OLQ: _ <C �O CO Q LO Uzl- L zF >x WW �Q LL � d U W Li -5 00, I I ULO ^/ 00- CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFi R.PRF-Oi Project Name: MARK HAUPERT RESIDENCE Calculation DatelTime: 14:39, Tue, Sep 12, 2017 Page 1 of 9 Calculation Description: Title 24 Analysis Input File Name: Haupert.nbdlBx GENERAL INFORMATION Energy Design Rating (EDR) Is an alternate way to express the energy performance of a building using a scoring system where too represents the energy performance of the Residential ENERGY USE SUMMARY 01 - Project Name MARK HALBERT RESIDENCE 04 05 02 Calculation Description Title 24 Analysis OB Energy Use (kTDVMf yr) 03 Protect Location 1556 OCEAN BLVD. Compliance Margin Percent Improvement 04 - City Newport Beach 05 Standards Version Compliance 2017 06 Zip Code 07 Compliance Manager Version BEMCmpMgr 20162.1 (695) 08 Climate Zone CZ6 09 Software Version EnergyPro 7.1 10 Building Type Single Family 11 Front Orientation(degfCardinal) 225 12 Project Scope Newly Constructed 43 Number of Dwelling Units i 14 Total Cond. Floor Area (ft212765 15 Number of Zones 2 16 Slab Aam1, 1103 17 Number of Stories 2 18 Addition Cold. Floor Area me 19 Natural Gas Available YOU 20 Addition Slab Area (tt2) we 21 Glazing Percentage l%) 20.8% COMPLIANCE RESULTS Insect Screen (default) Left Window 01 Building Complies with Computer Performance" Left Wall (Left -315) 02 This building Incorporates featureey that adiffifirefleltl losling antlfery-eri0cetiojl by eacerllfled HERS reteyuriCOpihe suparylibm of a CEC-app,... HERS provider. 03 This building Incorporates oriot,,inore Speilal'Fe'e[uies showhltielbwr" 2+ 9 F; ri~v` IF '' d YI Icall"1• TM1is iompllamce4ans ices ishaliEbnly fof'permika4licid ons through October 242017 Registration Number. 217-PO103HNR-OW0CDdOOWOWWOO Registration Date/Time: 2017.09-1215:12:30 CA Building Energy Efficiency Standards .2016 Residential Compliance Report version -CFIR-0]312017-695 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HAUPERT RESIDENCE Calculation Date/Time: 14:39, Tue, Sep 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Haupert.ribdl6x HERS Providers exeruile inc. Report Generated at; 2017-09.12 14:40:1] CF1R-PRF•On Page 2 of 9 ENERGY DESIGN RATING Registratio Energy Design Rating (EDR) Is an alternate way to express the energy performance of a building using a scoring system where too represents the energy performance of the Residential ENERGY USE SUMMARY the energy performance of a building that combines high levels of energy efficiency w1Ul renewable generation to"zero out" Its TDV energy. Because EDR Includes consideration of components not regulated by Title Z4 Part 6 (such as domestic appliances and consumer electronics), It is not used to show compliance with Part 6 but may instead be used by local 04 05 06 07 OB Energy Use (kTDVMf yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 10.32 9.64 0.68 6.6% Sp ace Cooling 2.34 2.17 0.17 7.3% IAD Ventilation 0.04 0.84 0.00 0.0% Water Heating 5.77 5.93 -0.16 -2.8% Photovoltaic Offset -- 0.00 0.00 -- Compliance Energy Total 19.27 18.58 0.69 3.6% Registration Number. 217-PO103HNR-OW0CDdOOWOWWOO Registration Date/Time: 2017.09-1215:12:30 CA Building Energy Efficiency Standards .2016 Residential Compliance Report version -CFIR-0]312017-695 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HAUPERT RESIDENCE Calculation Date/Time: 14:39, Tue, Sep 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Haupert.ribdl6x HERS Providers exeruile inc. Report Generated at; 2017-09.12 14:40:1] CF1R-PRF•On Page 2 of 9 ENERGY DESIGN RATING Registratio Energy Design Rating (EDR) Is an alternate way to express the energy performance of a building using a scoring system where too represents the energy performance of the Residential Energy Services (RESNET) reference horn. characterization of the 2006 International Energy Conservation Code (IECC) with California modeling assumptions. A score of zero represents the energy performance of a building that combines high levels of energy efficiency w1Ul renewable generation to"zero out" Its TDV energy. Because EDR Includes consideration of components not regulated by Title Z4 Part 6 (such as domestic appliances and consumer electronics), It is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under This 24, Part 111CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly mora efficient than the baseline EDR building, the EDR of rho Standard Design building Is provided for Information. Similarly, the EOR score of the Proposed Design is provided separately from the EDR value of installed Be so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Daslgn 43.2 42.6 0.0 42.6 ❑ Designeets no, l remnt quireeof l5°/. or greater cad. compliance margin lCALGMMO A4.203.1.2.11 and Oil verification prerequisite. mmeets ❑ ..signno, 2 requlrement of 30% or greater code Compliance margin(CALOmen A4.203.1.2.2) and Of verification prerequisite. ❑ Design meets Zero Not Energy(ZRE) Design Designation rectiramont far Single Family in climate za..CZ6(Torrance)(CALGre.n A4.203.1.2.3) Including on-site photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meyting,ihe modeled energy;pprfermance utr h li computer analysis. d • Ducts with high level of Insulation t b p 6 t 4 • Floor has high level of insulation ivc;1 Window fins o" y, overhangs Manorlocation u -standard • Non duct location (any location othe, than%itic) • Pipe insulation all Innes Insula Insulation, HERS FEATURE SUMMARY The following is a summary of the features that must be field-verifetl by a certified HERS Rater as a Condition for meeting the modeled energy performance for this Computer analysis. Additional detail is provided in the building components tables below. Building-Iaval Veriflcatlons: • IAO mechanical ventilation Cooling System Verifications: • Minimum Afthow • Verified EER • Verified SEER • Fan Efficacy WMUICFM HVAC Distribution System Verifications: • Duct Sealing • Ducts located within the Conditioned space gdcSdt< 12 lineal it) Domestic Hot Water System Verifications: ..No.... None-- Registration Number: 2t]...........00UOO,,OWo0o.co00 Regiairalion Oate/Town 2017-09-1215:12:30 HERS Provider: Ca:inc. CA Building Energy Efficiency Standards -2018 Residential Compliance Report Version -CFi R-07312017-695 Report Generated at: 201]-09-1214,00:1]0:17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HAUPERT RESIDENCE Calculation DatelTime: 14:39, Tue, Sep 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Haupenritici CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HAUPERT RESIDENCE Calculation DatelTime: 14:39, Tue, Sep 12.2017 Calculation Description: Title 24 Analysis Input File Name: Haupert.ribdi6x CF1R-PRF-D1 Page 4 of 9 FENESTRATION I GLAZING Oi 02 03 04 01 02 03 04 05 06 N.M. 01 02 Cooling Component 1 -hers -cool 03 04 O6 06 W 00 09 10 Nem. Ty P. Bud..(Orientation.Azimuth) Width(ft) Height no Multiplier Area (h2) 1.1 -factor SHOD Exterior Shading Right Window Window 06 07 Right Wall (Right -135) 10.0 8.0 1 80.0 0.35 0.25 Insect Screen(doodd Right Wntlowt Window Nona Air Distribution System 1 -hers -dist Right Wall (Right -135) O.O.InEt12 06 1 35.3 0.35 0.25 Insect Screen (default) Left Window Window 01 Left Wall (Left -315) 03 04 06 06 1 16.0 0.35 0.25 Insect SCre.n(default) Front Window Window c':*s"�Shci eine, E:ucRelju'¢tl R Front Wail lFrom.225) 11.0 8.0 1 89.0 0.35 0.25 Insect annual (default) From Wintlow 1 Wintlow • Cavity/frame: R -13/2x4 Front Wail (Front -225) 3.0 8.0 1 24.0 0.35 D.25 Insect Screen (default) Front Wntlow2 Window HERS VerifiCalion Front Wall(Front-226) 4.0 3.8 0.972 14.0 0.35 0.25 Insect Some. (default) Rear Wntlow Wintlow HVAC FAN SYSTEMS - HERS VERIFICATION Rear Wall (back -45) Wood Framed Ceiling 2x4@16 in. O.C. 1 45.0 0.35 0.25 insect Sousen(default) Right Wntlow2 Wntlow Verified Fan Watt Right Wali 2(Righl-135) - - 1 77.5 0.35 0.25 Insect Screen (default) Left Window Window Crewlepace Left Wei; 2(Left-315) 2x10•@i6 in. O.C. -- 1 80.3 0.35 0.25 Insect Screen (de fault) Front Window window Si,>, Front Wall 2(ROM-225) -- --- 1 114.3 0.35 0.25 Insect Screen (tlefault) OPAQUE DOORS C,.Wxpace 1e,,, dFrame-C,Floora{S!'=R2xa s. _ _ gbq.032 Cavity/Fmme:R-30/2x10 Front 1 254 1 114.25 9D Roof 01 -"5 f Inside Finish: Gypsum Spend �•e �.y A yr g2\ c L_.. - 4 ..c,A - Roof? 03 - 04 Nemo Wood Framed Ceiling �,._ `, V,_ y. ...... iii r3 tle of BNIIOin9 n_dE` v : b s % n Area IR2) SLAB FLOORS O -factor Oar. Door Stab ZONEi 1103 117 None 0.8 No ` 01 02 03 04 OamgF-Wales-� Not Required i Not Required Not Required r.0 21.0 150 1.00 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 1 13 14 Overhang Left Fin Right Fin Window Depth Dist Up eft Right Extent Extent Flap HL Depth Top UP plan. Sot Up Depth Top Up Disl R Bot Up Right Wntlow 12 0.1 12 12 0 0 0 0 0 0 0 0 0 Front Window 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Front W ndow 1 15 0.1 15 16 0 0 0 0 0 0 0 0 0 Front Window 15 0.1 t5 15 0 0 0 0 0 0 0 0 0 Registration Number: 217-PO10314667A4000000000000-0000 Regiairalion Date/Time: 201]. 09-1215:12:30 CA Building Energy Efficiency Standards -date Residential Compliance Report Version -CF1R-0]31201]-895 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HAUPERT RESIDENCE Calculation DatelTime: 14:39, Tue, Sep 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Haupert.ribdt6x CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HAUPERT RESIDENCE Calculation DateRime: 14:39, Tue, Sep 12, 2017 Calculation Description: Title 24 Analysis Input File Name: Haupert.ri1hd16x CFI R -PRF -01 Page 7 of 9 HVAC COOLING - HERS VERIFICATION Oi 02 03 04 01 02 03 04 05 06 N.M. Verified Airfiow Airflow Target Verifietl Refrigerant Verified EER V.rifiod SEER Charge Cooling Component 1 -hers -cool Required 350 Required Required Not Required Cooling Component 2 -hers -cool Required 350 Required Required Not Requiretl HVAC . DISTRIBUTION SYSTEMS MARK HAUPERT RESIDENCE 1 2765 1 1 2 01 02 2 1 09 104 1O6 06 07 N.M. Typo R-19 Will Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System t OuctslnExl2 0.072 Sealed and tested 42 Conditioned some (except, 12') Nona Air Distribution System 1 -hers -dist At Distribution System 2 O.O.InEt12 06 Sealed and tested 8 Conditioned zone (except < 12) None Air Distribution System 2 -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION Zone Floor Area HVAC System Name oft") 2x4 Top Chord of Roof Truss @ 24 Water Heating System 1 01 02 03 04 06 06 OT 68 Noma Duct Laakag0 Verltica[lo_n ,r iw'Duct Leak g. a' VeilfieilD ct�a° y4aiffletlD Et Budetl 4y. T ge4(%{, �S-'PLocati0n `g Dsgn� oil., Ducts O.eply Buried Low -leakage Ducrs Air Handler Air Distribution System l-hers-tlisf Re"g0lietlF`1 � c':*s"�Shci eine, E:ucRelju'¢tl R •IDNdIR¢gmrdil Al -r"N6tRequired Not Required Air Distribution System 2 -hers -dist Require�tfy°y t ` ,��{ y-•50,, ; y �i�qu rad �i.t ryo(Req retljJV_ f -Nd -Req -head Not Requir-- dHVAC-FAN HVAC -FANSYSTEMS 06 Be By. Name • Cavity/frame: R -13/2x4 R-13 Wall 01 Wood Frametl Wall 02 03 04 Name 06 Type Fan Power(Wa11s/CFM) HERS VerifiCalion HVAC Fan 1 Co mucllon Single Speed PSC Furnace Fan 0.58 HVAC Fan i -hers -fan HVAC Fan 2 _ R,79,lNxl(, - V,•• 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 2 -hers -lam HVAC FAN SYSTEMS - HERS VERIFICATION attic) Wood Framed Ceiling 2x4@16 in. O.C. 01 0.032 02 90 03 Name ,,• 2i y Verified Fan Watt Draw Required Fan Efficiency (WaUSICPM) HVAC Fan 1 -hers -fan Floors Over Required 1 olio I 0.53 HVAC Fan 2 -hers -fan Floor Deck: Wood Siding/studeding/deckiry Required Crewlepace 0.58 HERS Provide, CaICERT51nc. Regioultion Number. 211PI11114667A000-000-00000000000 Registration DafeRme: 2017,09-1215:12:30 HERS Provide[ QOCERT3 or. RepOn Generated at: 2017-09.1214:40:17 CA Building Energy Efficiency Stantlards- 2016 Residential Compliance Report Version -GFIRA7312017-695 Report Generated at: 2017.09-1214:40:17 CF1R.PRF-01 CERTIFICATE OF COMPLIANCE• RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 .Page 5 of 9 Project Name: MARK HAUPERT RESIDENCE Calculation DatelTime: 14:39, Tue, Sep 12, 2017 Page 0 of 9 Calculation Description: Title 24 Analysis Input File Name: Haupert.ribd16x OPAQUE SURFACE CONSTRUCTIONS Oi 02 03 04 06 1 06 OT 02 01 1 04 04 Total Cavity Winter Design 06 Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Number of Ventilation Cooling Systems Number of Water Heating Systems MARK HAUPERT RESIDENCE 1 2765 1 1 2 • Inside Finish: Gypsum Board 0.85 2 0 04 i ZONE INFORMATION • Cavity /Frame: R -19/2x6 R-19 Will Exterior Wails Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.072 Ex died Finish: 3 Coat Stucco 02 03 04 05 06 Tank Insulation ft value (IngE%t) • Cavity/ Frame: no insa12x4 Top Chad Zone Name Zone Type Zone Floor Area HVAC System Name oft") 2x4 Top Chord of Roof Truss @ 24 Water Heating System 1 Water Heating System 2 Roof Deck: Wood Sidinyimsel ing/decking Able Ro IZONE2 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) ZONE2 Conditioned AIC2 1662 9 DHW eye • Inside Finish: Gypsum Board 02 OPAQUE SURFACES 04 05 06 Be By. Name • Cavity/frame: R -13/2x4 R-13 Wall Exterior Walls Wood Frametl Wall 2x4 @ 16 in. O.C. R 13 0.101 Extersorlanich: 3 Coat Stucco 06 07 08 Name Zone Co mucllon • Inside Finish: Gypsum Boom Orientation Gross Area(ftz) Window&Door Alan ft2) Tilt(dog) Ceilings(below ZONEi _ R,79,lNxl(, - V,•• 1 „ Right 445 Cavity/Fmme.'R-9.1/2x4 R-30 Roof Cathedral attic) Wood Framed Ceiling 2x4@16 in. O.C. R30 0.032 Over Ceiling Joists: R-20.9 space. 90 RomWill ill 20fIE?. 7- . - ij 19'(,�all• i i " ,,• 2i y r Tome'�„ � m 282 • Floor Surface: Carpeted Garage Wall Floors Over r C' r 1 R-19 Wall -i , } 1 olio I ..epeciy-yr 282 Floor Deck: Wood Siding/studeding/deckiry R-30 Floor Crawlspace Crewlepace Wood Framed Floor 2x10•@i6 in. O.C. RSO 0.034 Cavity/FMdNR3O/2x10 45 90 Right Wall '' -c a¢(v Si,>, Floor Schare: Carpeted 606 Floors Over ^yiiN. 0:••m` r C W 462416.4'jC 1�, ># C tC��~ Floor Dock: Wootl Sioneg/shead ingldecking R-30 Floor No Crovapace C,.Wxpace 1e,,, dFrame-C,Floora{S!'=R2xa Y t191g..H 30:1 gbq.032 Cavity/Fmme:R-30/2x10 Front 1 254 1 114.25 9D Roof ZONE2 -"5 f Inside Finish: Gypsum Spend Ceilings (below - - Roof? , Cavity/FMuz,R-9.1/2x4 R-30 Roof Auto attic) Wood Framed Ceiling 2x4 Q i6 in. O.C. R 30 0.032 Over Ceiling Joists: R-10.9 insu]. SLAB FLOORS O1 02 03 04 05 06 07 NameZen. Are. ma) Roundup, (it) Edge laid. 11-valu08 Doom Carpeted Fraction Heatetl Stab ZONEi 1103 117 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Quality insulation Installation (Q10 ii Not Required i Not Required Not Required Registration Number: 217.Pm0314667A-000-000.0000000.0000 Registration DateRime: 201L09-121512:30 HERS Provider: C.ICERTS inc. CA Building Energy Efficiency Standards .2016 Residential Compliance Report Version -CFi R-07312017-695 Report Generated at: 2017-09.1214:40:17 CF1R.PRF-01 CERTIFICATE OF COMPLIANCE- RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 3 of 9 Project Name: MARK HAUPERT RESIDENCE Calculation DateRime: 14:39, Tue, Sep 12, 2017 Calculation Description: Ties 24 Analysis Input File Name: Haupelt.rital BUILDING- FEATURES INFORMATION 01 02 03 04 05 06 Ot 01 02 01 1 04 04 OS 05 06 08 07 Pmject Name Conditioned Floor Area(ff2) Number OfDwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems MARK HAUPERT RESIDENCE 1 2765 1 1 2 1 0.1 0.85 2 0 04 i ZONE INFORMATION 07 08 09 10 IRVINE , CA 92618 11 Name 01 02 03 04 05 06 Tank Insulation ft value (IngE%t) 07 Zone Name Zone Type Zone Floor Area HVAC System Name oft") Avg. Ceiling Height Water Heating System 1 Water Heating System 2 ZONE1 Contlitionetl NCI 1103 9 DHW Sys i his ZONE2 Conditioned AIC2 1662 9 DHW eye 01 02 OPAQUE SURFACES 04 05 06 Be By. Name System Type Heating Unit Name Cooling Unit Name Fan Name 01 02 03 e4 05 06 07 08 Name Zone Co mucllon Azimuth Orientation Gross Area(ftz) Window&Door Alan ft2) Tilt(dog) Right Wall g ZONEi _ R,79,lNxl(, - V,•• 1 „ Right 445 115.2536 6.26 90 Left Wall ZONE -1 f 4r a - R-09 Wall. '.jib cats Z cask, s(f a- 445 16 90 RomWill ill 20fIE?. 7- . - ij 19'(,�all• i i " ,,• 2i y r Tome'�„ � m 282 125.997 90 Garage Wall Z014E4�. r C' r 1 R-19 Wall -i , } 1 olio I ..epeciy-yr 282 21 90 Rear Wall ZONE2 - R:13 Wall - ' 45 Bkk - 254 45 90 Right Wall ZONE2 R -13 W.11 135 Right 606 77.5 90 Left Wall2 ZONE2 R-13 Wali 315 Left 606 80.25 90 Front Wall ZONE2 R43 Wall 225 Front 1 254 1 114.25 9D Roof ZONE2 R-30 Roof Cathedral 19 1325 Not Zonal Single Roof? ZONE2 R-30 Roof Attic SplilliirCond 33] 1 19 Floor Ol Garage ZONE2 R-30 Floor Cmw15pace Single Speed Cooling Component 2 -hers -cool 582 Floor To Outside ZONE2 R-30 Floor NO CralNspace 150 ATTIC 01 02 03 04 05 06 Ot 02 1 01 02 03 04 OS 06 OT 08 Name Construction Type Roof Rise Roof Reflectance Bondi RatlWn[ Barrier Cool Roof Atlic ZONE2 Attic ROofZONE2 Ventilated 0 1 0.1 0.85 No No CFAR-PRF-01 Page 6 of 9 WATER HEATNG SYSTEMS 01 02 03 04 05 06 Ot 02 1 03 04 1 OS 1 06 Name System Type Distribution TO, Water Heater Number of Heaters Solar Freshe. %) DHW Sys i DHW Pipe Insulation. All Lines DHW Heater 1 (1) 1 .0% WATER HEATERS worksheets, calculations, plans and specifications submihedtotbe enfoce e tog yuor app oval• Aih's1,dkftcg pelfraft application, Responsible Designer Name: r x P "'yu Responsible OesgnerSgril wow, JAY CRAWFORD 'h - a _f_.. k, ,t;_,F< H _l _ 01 02 03 04 05 06 07 08 09 10 IRVINE , CA 92618 11 Name Heater Element Type Tank Type Number of Units Tank Volume Bob Energy Factoror Efficiency Input R. th, llot Tank Insulation ft value (IngE%t) Standby Loss/ Recovery BY NEER Heat Pump Type Tank Location or Ambient condition OHW Healers Gas t Inslantaoeous 1 0.1 0.85 EF 1]5,000 atWM R-0 Na 0 We his SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 Be By. Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name NC19 Other Heatingand Conlin System, Heal ponent l " co uwu. 11 Cooling Component s HVAC Fant I.eWu; Air Distribution System s NC2 Other Heating and Cool rg5 s, system T 11 y Heahng CiimpbnePt 2 q' t ¢i w 0 3 Cooling Component 2+' HVAC Fan 2 • i 9 ft V. Air Distribution System 2 Y HVAC- HEATING UNIT TYPES 01 02 03 04 Name System Type Numb.rof Units Efficiency Heating Component l CnldFumace 1 98 AFUE Heating Component 2 Ci idFurnice 1 98 AFUE HVAC -COOLING UNIT TYPES 01 02 03 04 05 06 07 06 Nam. System Type Number of Units Efficiency EER SEER Zonaily Controlled Compressor Type HERS Verification Cooling Component l SpiitAirCond 1 19 20 Not Zonal Single speed Cooling Component 1-hers-ecol Cooling Component 2 SplilliirCond 1 19 20 Not Zonal Single Speed Cooling Component 2 -hers -cool Registration Number, 217-P01014667A-000A0OU00ooc0-c000 Registration DatelTime: 201709.1215:12:30 HERS Provider:egistration Number: 21pp01o31466]A-000-000-0000000. Registration DateTme: [4:4017 Inc.i0000 9 201],094215:12:30 HERS Provider. 14:40:17 inc. CA Building Energy Efficiency Standards -2018 Residential Compliance Resell Version -CFi R-0]31201]-695 Report Generated at: 201]-09-1214:a0:1] CA Building Energy Efficiency Standards -2018 Residential Compliance Report Version -CFi R 07312017-695 Report Generated at 2077.09421x:40:1] IAD (indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAO CFM IAD WaftsICFM IAO Fan Type IAQ Recovery Effectiveness(%) HERS Verification Spam IAQvdmRpl 50 0.25 Default 0 Required PROJECT NOTES A/C UNITS TO HAVE 20 SEER AND 98% AFUE MINIMUM.. INSULATE ALL DUCTWORK IN ATTIC WITH R.S. INSTALL TANKLESS 190000 BTUH WATER HEATER FOR THE HOUSE. a fK Lt d N '•-. 4 ,f Itf4) 1r I Registration Number: 217.P010314667A-0ODADOlOcCON04000 Registraticn DatelTime: 2017-09-7215:1230 HERS Founder: CaIInc. CA Building Energy Efficiency Standards -2018 Residential Compliance ReportVersion -CFi R-0]312017895 Report Generated at: 201]8 40 17 9-1214:40:1] CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: MARK HALBERT RESIDENCE Calculation DatelTIme: 14:39, Tue, Sep 12.2017 Calculation Description: Title 24 Analysis Input File Name: Haupert.ribdt6x CFi R-PRF.Ot Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1.1 valley that this Congress, V Compliance documentation is accurate and Complete. Documentation Author Name: Documentation Author Signature IMAN TOHIDIAN �Y+' Company: Signature Date: BUILDING MECHANICAL SYSTEMS, INC. 2017-09-12 15:08:18 Morass: CENHERS Codification Identification (if applicable): 410 GODDARD m26940 Oiyssonze; Phone: IRVINE, CA 92618 949-453-1999 RESPONSIBLE PERSON'S DECLARATION STATEMENT I peday the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 needy (net the energy features and performance specifications identified on this Certificate of Compliance contend to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The budding design features or system design features identified on this Cenificale of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submihedtotbe enfoce e tog yuor app oval• Aih's1,dkftcg pelfraft application, Responsible Designer Name: r x P "'yu Responsible OesgnerSgril wow, JAY CRAWFORD 'h - a _f_.. k, ,t;_,F< H _l _ Company: r, x` Date Sg etl - - JAY 5 CRAWFORD, AIA 2017-`09-12)5:1'2:10 Address: License: 470 WALD C9001 Cir/StatelZip: Phone: IRVINE , CA 92618 949-943-3858 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content ofthis registered document, and in noway implies Registration Provider responsibility /orrhe accuracyp]rhe iniormarion. ReglShatla NumbeC 217-P010314067AA00-0OOA000000-0000 Registration DateTme: 2017-09.12 1512:30 CA Building Energy Efficiency Stantlards- 2018 Residential Compliance Report Version CF1 R-07312017-695 D, yeti' Easy to Veriy al CaICERTS.com HERS Provider. CaICaT$ inc. Report Generated a0 2017-09.1214:40:17 N Z O Q U Q U N LU DRAWN CHECKED DATE SCALE JOB IVO. OF SHEET 4-1 SHEETS 31 V) Z 0 F - Q J U J Q U N W J F - DRAWN C H EC KEO DATE SCALE JOB NO. T OF SHEET 24-1Z SHEETS 32 LANDSCAPE DESIGNER RYAN BURRESS INCA LANDSCAPE DESIGN & BUILD 714-975-1434 I �. NOTICE TO CONTRACTORS: ® CONTRACTORS SHALL NOTIFY RYAN BURRESS INC. OF ANY ERRORS, OMISSIONS, DISCREPANCIES, OR SPECIFICATIONS SO THAT RYAN BURRESS INC CAN CORRECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ® ALL WORK SHALL BE DONE IN COMPLIANCE OF LOCAL CODES AND STANDARD INDUSTRY PRACTICE. ® ALL WORKMANSHIP SHALL BE OF QUALITY TO PASS INSPECTIONS BY APPLICABLE LOCAL AUTHORITIES. ® THE CONTRACTOR SHALL SUBMIT ALL "SUBSTITUTIONS OR EQUALS" FOR APPROVAL TO RYAN BURRESS INC ® DO NOT SCALE DRAWINGS PROJECT DESCRIPTION 1556 OCEAN BLVD WILL BE A NEW LANDSCAPE PROJECT. ALL SCOPE OF WORK COMPLIES WITH CITY AND STATE REGULATIONS. PLANTING AND IRRIGATION COMPLY WITH CITY AND STATE REGULATIONS LANDSCAPE AREA TOTALS ® TOTAL LOT AREA = 2646 ® TOTAL HOUSE FOOTPRINT (INCLUDING GARAGE) =1695 ® TOTAL IMPERVIOUS AREA = 775 sgft ® TOTAL PERMIABLE AREA ( PLANTERS, SOIL, GRASS, ETC PER CITY) =176 sgft SHEET INDEX L-00 COVER SHEET L-01 CONSTRUCTION PLAN VILUKILN MAL ss APPENDIX H PRESCRIPTIVE COMPLIANCE OPTION (A) This appendix contains prescriptive requirements which may be used as a compliance option to the Ordinance. (B) Compliance with the following items is mandatory and must be documented in a landscape plan in order to use the prescriptive compliance option: (1) Submit a Landscape Documentation Package which includes the following elements: (a) Date (b) Project applicant (c) Project address (if available, parcel and/or lot number (s)) (d) Total landscape area (square feet), including a breakdown of turf and plant material (e) Project type (e.g., new, rehabilitated, public, private, cemetery, homeowner - installed) (f) Water supply type (e.g., potable, recycled, well) and identify the local retail water purveyor if the applicant is not served by a private well (g) Contact information for the project applicant and property owner (h) Applicant signature and date with statement, "I agree to comply with the requirements of the prescriptive compliance option to the MWELO" (2) Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six inches into landscape area (unless contra-indicated by a soil test); (3) Plant material shall comply with all of the following: (a) For residential areas, 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; For non-residential areas, install climate adapted plants that require occasional, little or no summer water 38 (average WUCOLS plan factor 0.3) for 100% of the plant area excluding edibles and areas using recycled water; (b) 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. (4) Turf shall comply with all of the following: (a) Turf shall not exceed 25% of the landscape area in residential areas, and turf shall not be planted in non-residential areas (b) Turf shall not be planted on sloped areas which exceed a slope of 1 foot vertical elevation change for every 4 feet of horizontal length; (c) Turf is prohibited in parkways less than 10 feet wide, unless the parkway is adjacent to a parking strip and used to enter and exit vehicles. Any turf in parkways must be irrigated by sub -surface irrigation, or by other technology that creates no overspray or runoff. (5) Irrigation systems shall comply with the following: (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 manufacturers 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. (C) At the time of final inspection, the permit applicant must provide the 39 SYMBOL COMMON NAME BOTANICAL NAME QUANTITY SIZE HEIGHT AT MAT. PF (ft) CW CiARROT WOOD Cupaniopsis anacardioides ,.. , c JV BOXWOOD BUXiIS WINTERGEM 5 GAL .i 3' 3' 6" CMU WALL. Al 24'' TAI._:.... ,wAL.L.: TO B:E: SMOO?' S jOCO W l 1CTE CC! OR. JISTALL X -S iY1 ; F. NG. ON I OP Or WALL. INSTALL PACIRC Sf ONE DESIGN W-0-1104-11 r 16 COLOF'R S --;AND F=:NIS 1. i?rtiLING I O BE MIN 42" N E''.GI-! I P !'_!.. RANGE BIJ ESTONE IN A RANDOM ASF 11: AR PATTERN. STOi JE: N:r"'DS T O BE (MORTAR SET ON C:ONCRE.`L SUB- BASE. GROU ALL JOINT S. JOIN.? S S OULD E'c "1/2". 2) ALL CONCF?L--I E \f V4L2 BE STANDARs GF3AY: VViTH :1 D'vVASE P!\9S :.ALL _ FiAF G"MATES TO Bt 4 "BRASS. PADS V✓LL HAVE 3/8" DEI_ RIO GRAVEL INSTALLED B- WEEN EACH ONE. USE=BI. ACK f\/.E-TAI- ++-DGiNG WHERE APP!-ICABLE. INSTALL WEED BARRIER UINDER GRAVE!... 3\ BBC S? RUC T URE WIL..i...:3E. 6" CMU .3._C CK "d: 31 I , R"U :-:_r CELLS. EXPOSED FACE WI:._... BE SAME= C : CIN:= AS 1 1OUS- VENE:'_F=;, F''LESE VEP,IFY W'fi'H ObVNER. CCU? TERTOP WILL BE A L MES TONE SLAB, VERIFY vF'' AND R VVfT. L� -_A CLC H )WN' R. PROVII )E 2 G-1 Oil LE -TS, AND 1" GAS S 1 L)IR. COUIN : ER NEIGH F ' O BE-? ". COUNTE(3 REVEAL L O BE 2". EX!STINC V\/OOD FENCE !MODEL'=:'R0,:}_;:r: 4 (r0'::z _IGHT rri-:�, :-c.; <... .. _tU MiODEL:": -10P SL -564 (10P UGH 'S)LE'D A--"- LGH( -S MEED TO BE._ED W, ='M SULKS.!VIJS " RECUEST 1 His UPON ORDERPRCMT )FL.!Gi-ITS.TRANSFORM- n1EECS"'O REMODEL'. -TOP -GL: 100 -SS. MAKE SURE YGU PURCHASE LED DRIVER: ON_: TRAINS FORMER ECR FRONT. AND ONE: )R BACK. owner of the property with a certificate of completion, certificate of installation, i irrigation schedule and a schedule of landscape and irrigation maintenance BY SIGNING AGREE ALL PROVISIONS PROVIDED IN THE APENDIXH .. ..:.... :. :. <....:. . ... ,.... a ,.: .. .. . .. _�, _.. _.....: ._._... 7I _........ OF THE NEWPORT LANDSCAPE ORDINANCE , y, .rvv_„_a_ .._...<. .,rvrr,,,,. stx.\,: ,ffv ......�.. m_,r.0,5. r'.✓h�H . r`,X:..”_._..a.., . f... ..._.47..yrr:.., _ . , � h.. 'h:.. .. <r_., .,., w_. .. .b._.,.n« ,._ ..�. . �, � .,,.a r<N. . Y,, ...r., .. -.,t,., f. �r,.. <., .r<..D. E.,r. `�,._.. _.�....-,...2_ �,r.. . r.G\,,__W,�F. v, r . r-., „1..L ..•, �.r.'. YzteL-..a.-.., Yc: n./ [.a .i.,. Xf�...�.,. v , ., .. _. L „ r .. f s J, -r,.,-. - `:5,-, ,. f< .. /, r a �, F, 7 r , , ., .. , . ..r .. ,_ ',_.. _...., t. "_ .. , t •-a_ , s f :, .-:f "c -.:.,, r � h ,.. _. .,. d:. d ,. .._ ,.. y. .. >, .,x. r,. -'r-. r. ,r, v- ,J �,. ,. � ..,.. ,, d-, ..<.s._ _... ,_ ,,.. .r. ..,t 'F?':.fr •,S s - SIGN ............. 1 . DATE w Q U o a0 LU - - __1 CONC RE r. PC LS `RF*) r .. Zw LU U� -- I WPIG/O ) N:F<`1MA1 1) WA i i , c UPPI Y E'r1v.O C'r r r, , F]f LL U' , , ,�, .. 2) A H 8� A10NC/< Nl 0 l 1VVF I.BEIN ;iAi S�� :N.R LLER CCP✓PLIES I/V TH ALL b A I AN 1 Y 0 1 )INAN,,,?ES J__'NEr_`1DENU"`E 3) ARANSENSOR WI 3 :NSTA. T7 ` 01M. Y V /i_1 "I IAS I f ?_z .<",17 LR t� ..... NCS : r O : S I BF) �C 4) A!._1. Vr^v. V:—S \Nll ' �F 3,%� AN t &I:' ON Vr \ ,V 4-S. l s 01S COMP( IF :, V\ffl i �,. i Y — 4 -i ORDINANCE �b < J _ T c 6) MAINS u i OFF VA: VES WIL.v B! . NS AI_L! I� A," MAIN UN:N'P(, IO V AND � � � � _ EACH MANFO' 'D LJCA 'ON _ ,, t JI -. �e-;LSJlll1F J ��,?}..J: ..-..a ..... L {—� 71 AVALA ;_E WA -''ER GPM ARE 16 18 Il 8) I:1AVFCOM:'t rF)V'1f1 r" ILRIAO' i:?f'_WAifR .I FCIf.`dI L..AN')SCAP �— ... ORDINANC ANE) DESIGNo l / NE; "Rf ;F AND i AVE ' r'l.iL(i HEM OF ""H`E i _ r-cC.'cN r USE Or WA i:ER IN i'I 1 AIN'")SCA E I D`=SIC - �_f��. X T Y N D. L T2i,_E S i.ri.._1 e -1 �1-1. 1I U) - ` — ..� d S W _ L 1 1�� 1 i 1 C1 Q.-.: E� r .F- - .{—� a: U SIN — -- w Z —C".. . — gW ADDITONML NOi `i 1 1: Z BW � 11 \CCRPOP/-\Tt. COMPLU A A `-1A I F D A 4 Ci, !,3.C, Yi I.:)S "'FR SW __... F _ _ { _1 ,000 SQiJARP ?--tE 1. 0 A )' ? 1; N i , IN: 01 AN ISC. AR AREA z � T � r � a � � (UNLESS CC)N F 2 �IN.D GA -, BV A SU,. 1� l O 0 � 1 �j.... � gyy .._ 2 A MINIM: M 3 INCH H LAYER OF V ,. � S, . : E. . PALLQ w " �. � S �� A� AF I --J .... r ... c c.. f. . J .. _. ..._ :� ./ . ._ c n, r . tX. ) SED A .:,, -s _:._ ,..�_);f .. AREAS. _ ... _.L...)Cli.. "..,t :. ACE.,_ � /. .... ANTI ::� __. AR i r-�., ..A'C., . ,f\ TURF A: z:._r-1,> ...:.. I _ '� — rl C. �.[..P.AG J'P PCC.. IN,a �... t...,N,,,,,. ✓.: 5:., s D. �: T ". , z u, «:' , f � -F', _ _ , . ._ _ .., a CATIONS . N., B� Ar F t..., ,A71, A VV.:..f .. N.Ji C,:: :x : ? ,} F F .. r . , GRAVEL P LK E. ...." .. � J �_.S (�:G . EX. ___�. rc � , .L !._f>\I_r, ,...�A. "_ !\f s�_A [1.NL, l OF :F ..:.. ....,; .. ..:,.:''.: • ,.: '.. •. - .' <..... . , \\ WILL NOTI yr PPNTEU i^ NON -RESIDE Ni IIAL 'NRIE AS 4) PRIC f. r .0 PLAN I 'NC OFANIYMATIRAILS, r,C .V' )A,`; I) SOILS SHALI BE TRANS ORIV LD -O A ON't-Y AMENDED PI AN -TING"! 101 'iS NEi.E:.:.:D 10 MirE , I I.'!S RI;nQI_%!Fii= PIL.AS71-ER TO BE 16"X` 6" WM-i PACiRC STONIE DESIGN 20X20 CAP. INSTALL F rECL,AIM> D WOOD LUMBER 10 PILASTER BOTH SDES. I.)BGI-1T TO BE 42" FROM F.F. � I WOOD !-PNCE ALLEY I , - e ce.: AY, ,. ..\, ..... ., y,< .av^e:+•.,;" ..( ., .. 'e :,g,.. <K, e. 'M by'i +2.< :'S aY. .d;W'ke:.. -.fl .p. x .'t "' a , y. N {rs< F f .n. ., r _: z _ ,tLYx^%`ru '��.�"a•�'1a��+x �`'�'h,`F'.2��e va K+T.� _ a.. > v < d.. w .. ..., z,e , _ .. .r,.�''�!�. �`,^..����, 'rm,.�r3 i._..,,��� 3,3.r%?,�L. .. �'_ 1,,,�, �.a. �'. a. , .,� r. �� •. ..� ,_ <...c� ,. �a < .. _.,. �..&; r o \tom-��I �i', 00 S8L b -Li +`a VI �• ....I I__.+ul ® - 4� ^30 I :. �_._.. O. @ d r. I ;� I, y p .. • 1 I ti I: IL r z co '^ Vl� I N 11� I - I__'Ci 1411 t2i h k � O h PEI _J w I� r �JGOv�r r N CJ 10j . \ ,v I v oi 12 1 R I) I y I 1f LEGEND F%� Thin Manmade Fill over Beach Deposits COLEMAN GEOTECHNICAL GEOTECHNICAL PLAN Boring Location JOB NO. DATE I DR. BY ®®.�® ' 9:MP ?zAr.✓ Slfo2YnI6NEE�EJ3 LEGEND I D. -SCRIPT ION :123 45) j KHEAS. ELEVATIONS C ) REG BRG. & DIST; DE CK # j BRICK WALL - BUILDING - - - PROPERTY LINE FFNCI- N,G; NA;URAL GRADE F.P. POWER POLE WM WATER METER F.F. i FINISH FLOOR G.F, I GARAGE FLOOR I_ONC. (CONCRETE F. S, I FINISH SURFACE M1. H. MAN -HOLE I ' P iPLANTER A.C. ASPHALT T.G. j TOP --GRATE ARCHITECTURE JAY S+ CRAWFORD, AIA, 470 WALD IRVINE, CA, 92618 949 453-9893 FAX 949 453-9895 E z U Lu w z LIJ I® It (s CIDm Loz U U LOT 1 Z � U u ®39.37 -69.52 fc z z I Fs u bk St ek O I -nz C u ❑ 84.92 9,36TC a bldline I 1'e5 8:98FL f�� 9.55 L3 ( 010.0� an :.onc 5 L7 f' u0 11.83 79 - z z t" # 0 10.56EDeSON z z FS j U RESIDENCE RESIDENCE W ®e 9.75 re # ✓ f li C4Ht_E TV c z z 5 ' CON.C. S�, x a 54 064 u ffs 9.40 B�Hl u 111.82-Tyi'� ®38.63 �F'P -z NORTH 0' 8' 1.6' I I SCALE V=8' NOTE: RECORD EASEMENTS ARE \1CIT PLOTTED Ir ANY, SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING", SHORING NOTES: �P r'd`' 6O za 142 141 u' ®° 10.29 CDNC. uu / N26°44'66°E RAG.' .44 143 C? F` �9pJl SeF`r u, # # " `a 177C10.13 CC7NC. 8126'44•`56"E 77.291 ®I0.20 CONC. 0 10.11 CONC. 1810.15 CONC. 810.21 _ - - - - _ _ _ -�- _ _ _ . 9 P� _ mgm1133810 1® �a 1. EXCAVATIONS AND SHORING SHALL BE MADE ENTIRELY WITHIN THE ss 10.3TWt r P - a -- a c.' ,-----o-------e:- --moi;--` --e, .:,.,�e:..._..ro..�..f�.�,Ee". mss. N27°zs',6•E <<' ;2 © - PROPERTY LINES. a687 sa '' 2. "LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND ® z -9.84F ® ® CDNC. ang rw z a ®9.29 ps VAULT : CP U 10 V Z CSL p:L` a o IMPROVEMENTS ON ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A 56 °"}Cti'"a P �` 10.0 i REPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING 0 9.46 �L..1'Yt� 6 , - // FS o �+� ® # F;ygpp ))&: ,/ # ��% ; h INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING AND u® R a .,-...� C a �b..,'PS 1c �s WH a u. '+ t. t WEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING ssi *� 04�I _ z SHALL CONTINUE UNTIL DEWATERING IS STOPPED." L3 i II U w �`°`ab # u O u 94°TC In J P P 3. GEOTECHNICAL ENGINEER TO STAMP AND SIGN THE SHORING PLAN, ® 8.99FL bk s 3 .e # 1o50 III 64. _ _- _ ! ,:e" 1' ' � 0`00 LO 1®10.1 uj CERTIFYING THAT THE DESIGN IS IN COMPLIANCE WITH HIS SOILS REPORT ®.11.65 RESIDENCE 6s I+ fl 37 q; etk 1166r ,.F a _ I3 0 �r � I RECOMMENDATION. j tree 83 P F -6 L� # bricks #y" ® J w 4. "IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, OZ u.as o 104e = z GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS P l0 4 LOT 1 p o DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL w # , _ �/ L -V/P I � OF SHORING " z ®7 9.51 14 9 fs. -�Ii^2- ca z 56 9.53 ;'s u 0 J J 9.59 - 1n91 '°pi #, 6°40. tep6 {, .. 4 `� m 3��p0 p I Il 9 13 o c ❑ ('"CONTRACTOR ' 5. TIFY ADJACENTBY LTO OXCAVATION o 3> # ® # s°y� I j 0 L u I WORK.WNERS HE SHORIOG OR EPERTY MAIL 30 DAYS PRIOR SOTARTING " u o I c 1- U 6. SHORING INSTALLATION IS GENERALLY DONE WHEN YOU FIRST POUND IN z a10.72 # e2 0o wNc C(INC ®1031 coNC r° z� U L- Z V c I V CD Go u ®39.37 -69.52 fc z z I Fs u bk St ek O I -nz C u ❑ 84.92 9,36TC a bldline I 1'e5 8:98FL f�� 9.55 L3 ( 010.0� an :.onc 5 L7 f' u0 11.83 79 - z z t" # 0 10.56EDeSON z z FS j U RESIDENCE RESIDENCE W ®e 9.75 re # ✓ f li C4Ht_E TV c z z 5 ' CON.C. S�, x a 54 064 u ffs 9.40 B�Hl u 111.82-Tyi'� ®38.63 �F'P -z NORTH 0' 8' 1.6' I I SCALE V=8' NOTE: RECORD EASEMENTS ARE \1CIT PLOTTED Ir ANY, SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING", SHORING NOTES: �P r'd`' 6O za 142 141 u' ®° 10.29 CDNC. uu / N26°44'66°E RAG.' .44 143 C? F` �9pJl SeF`r u, # # " `a 177C10.13 CC7NC. 8126'44•`56"E 77.291 ®I0.20 CONC. 0 10.11 CONC. 1810.15 CONC. 810.21 _ - - - - _ _ _ -�- _ _ _ . 9 P� _ mgm1133810 1® �a 1. EXCAVATIONS AND SHORING SHALL BE MADE ENTIRELY WITHIN THE ss 10.3TWt r P - a -- a c.' ,-----o-------e:- --moi;--` --e, .:,.,�e:..._..ro..�..f�.�,Ee". mss. N27°zs',6•E <<' ;2 © - PROPERTY LINES. a687 sa '' 2. "LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND ® z -9.84F ® ® CDNC. ang rw z a ®9.29 ps VAULT : CP U 10 V Z CSL p:L` a o IMPROVEMENTS ON ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A 56 °"}Cti'"a P �` 10.0 i REPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING 0 9.46 �L..1'Yt� 6 , - // FS o �+� ® # F;ygpp ))&: ,/ # ��% ; h INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING AND u® R a .,-...� C a �b..,'PS 1c �s WH a u. '+ t. t WEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING ssi *� 04�I _ z SHALL CONTINUE UNTIL DEWATERING IS STOPPED." L3 i II U w �`°`ab # u O u 94°TC In J P P 3. GEOTECHNICAL ENGINEER TO STAMP AND SIGN THE SHORING PLAN, ® 8.99FL bk s 3 .e # 1o50 III 64. _ _- _ ! ,:e" 1' ' � 0`00 LO 1®10.1 uj CERTIFYING THAT THE DESIGN IS IN COMPLIANCE WITH HIS SOILS REPORT ®.11.65 RESIDENCE 6s I+ fl 37 q; etk 1166r ,.F a _ I3 0 �r � I RECOMMENDATION. j tree 83 P F -6 L� # bricks #y" ® J w 4. "IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, OZ u.as o 104e = z GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS P l0 4 LOT 1 p o DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL w # , _ �/ L -V/P I � OF SHORING " z ®7 9.51 14 9 fs. -�Ii^2- ca z 56 9.53 ;'s u 0 J J 9.59 - 1n91 '°pi #, 6°40. tep6 {, .. 4 `� m 3��p0 1 t1 �% I Il 9 13 o c ❑ ('"CONTRACTOR ' 5. TIFY ADJACENTBY LTO OXCAVATION o 3> # ® # s°y� �� �r j a `_rb .I L u I WORK.WNERS HE SHORIOG OR EPERTY MAIL 30 DAYS PRIOR SOTARTING " u o 6. SHORING INSTALLATION IS GENERALLY DONE WHEN YOU FIRST POUND IN a10.72 # e2 0o wNc C(INC ®1031 coNC r° z� bk 5 ek 0.94 `��v/j / ,. r I � 7 # # # g p� o. o r� W N27°0+ N26°24'24"E RAD. # l.• 16632.22 8 26 24 24• E 76.87' .0 / I �i�T _ ® ridge ¢ `' EDISDN z I ' 16 I. u ®10.90 z I..i . 9 165 ou tES 0 25.00 f't ridge /7.!'w. 1 0 RESIDENCE SEWEF CO, `fl O U I U z LOT 16 u I o 11.5TW 113 i I bld inLU e1.84 c4 bk t9ek LEGEND I z z I TEMPORARY SHORING AND PIPE SPACING -o-- -o-- --o- u I �2'/ti'PIF I to I I I e I I cw O Lu co I� I o «� I 0 1 P i D 1 I I Z f= I en VIM% C,. C,4 I I ra se C'1 I I it I lb.1p j I I _ I u u OWNER: LEGAL DESCRIPTION: EE K BENCH MARK: MARK HAUPERT LOT i5, TRACT NO, 518 BENCH MARK 3: NB1-4-71 DATUM: NAVD88 LAN ELEVATI❑N 7.82 PIPES TO RECOMMENDED DEPTHS. SECOND, LAGGING BOARDS ARE PLACED IN 12" INCREMENTS FROM TOP TO BOTTOM TO HOLD THE SOIL IN PLACE. BACK FILL ANY VOIDS CREATED BEHIND WOOD LAGGING. IN NO CASE SHALL THE SHORING DESIGN DEPTH BE EXCEEDED AT ANY TIME. TEMPORARY SHORING IN ORDER TO PREFORM THE RECOMMENDED 30 INCH OVEREXCAVATION AND RECOMPACTION BELOW THE NEW BUILDING FOOTPRINT, THE SOILS ALONG THE PROPERTY LINES MAY HAVE TO BE SHORED TO PROTECT OFFSITE STRUCTURES IF THE LATERAL OVEREXCAVATION EXTENDS WITHIN 2.5 FEET OF THE PROPERTY LINE. WE RECOMMEND THAT A PIPE AND BOARD SHORING SYSTEM THAT PLACES WOOD LAGGING BOARDS TO A DEPTH OF 36 INCH BELOW EXISTING GRADE CAN BE DESIGNED BY THE PROJECT STRUCTURAL ENGINEER. TYPICALLY, THIS TYPE OF SHALLOW SHORING SYSTEM CAN USE 2 INCH DIAMETER PIPES DRIVEN OR POUNDED INTO THE GROUND SPACED 5 FEET APART DEPENDING ON THE LENGTH AND THICKNESS OF THE LAGGING BOARDS. BASED ON THE CURRENT LOCATION OF THE BUILDING LINES WITH RESPECT TO THE PROPERTY LINES, TEMPORARY SHORING WITH BE REQUIRED. ADDRESS OF PROJECT: 1556 OCEAN BOULEVARD NEWPORT BEACH i i 8. GENERAL the mat may be ignored in calculating the footing loads. AFTER CLEARING AND GRUBBING. - 1, ALL WORK SHALL CONFORM TO CHAP'T'ER 15 OF THE NEWPORT' BEACH MUNICIPAL CODE (NBMC), THE PROTECT SOILS REPORT AND SPECIAL Rq P' ^I ® n� Cr GrE71 AXMDI;NG RECOMMENDATIONS FROM GEOTECH. 3. The project structural engineer should be consulted regarding the design of the slab 5. DESIGN AND CONSTRUCTION RECOMMENDATIONS The above settlement estimates are based on the assumption that the grading will be GRADING FILLS/CUTS LINES OR ROOTS WILL NEED TO BE PROPERLY EXCAVATED AND BACKFILL WITH COMPACTED SOILS AS thickness, reinforcing, and joint design spacing and details. A coefficient of subgrade 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLITIVE. THE FOLLOWING SPECIAL GRADING PROVISIONS ARE RECOMMENDED FOR THE GRADING OF THIS PROJECT IN reaction (Kvalue) of150psi/inch may be used for design of the concrete floor slabs. 3, SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD, ADDITION TO THE GRADING SPECIFICATIONS, GENERAL PROVISIONS INCLUDED IN THE APPENDIX OF THIS 5.4 Soil Plasticity 10. 5.1.3 Seismic Design 4. REPORT. support of the proposed structures using a mat foundation system, as allowed by the city of 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; 1. THE CONSTRUCTION MAY INCLUDE RETAINING OR GARDEN WALLS WHICH MAY OR MAY NOT BE SHOWN ON The results of Atterberg Limits classification tests are as follows: Level Backfill - 62 psf/ft AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10,"28 OF THE NBMC. THE CURRENTLY AVAILABLE PLANS. SUCH WALLS SHOULD BE CONSIDERED AS PART OF THE STRUCTURES Sample Liquid Plastic Plasticity 5, NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONSTROLLED PER SECTION 10.28 OF THE NBMC, TO BE CONSTRUCTED, AND FOUNDATION DESIGN; : CONSTRUCTION, AND, GRADING RECOMMENDATIONS Location Limit LL Limit PL Index PI PROJec 6. THE STAMPED SET OF l So Density 120 pcf PRESENTED IN THIS REPORT SHOULD APPLY TO THESE WALLS AS IF THEY WERE PART OF THE BUILDING. B-1 @ 0-2' "Sample could not be rolled into a 1/8 thread" PI =0 12,. APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES, 2, THE NATURAL SOILS IN AREAS TO RECEIVE FILL OUTSIDE THE BUILDING PADS SUCH AS HARDSCAPE As the soils on the site are considered non -expansive and have an Expansion Index of less 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. AREAS SHALL BE SCARIFIED AND COMPACTED TO A DEPTH OF 12 INCHES BELOW THE EXISTING SURFACE The near -surface soils on this site are considered non -plastic. 8. APPROVE; DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUSTBE USED TO PROTECT ADJOINING PROPERTIES the mat may be ignored in calculating the footing loads. AFTER CLEARING AND GRUBBING. 6„ _ E'NGSiJE(ER OR THEIR REPRESENTATIVES. REQUIRED FIT'LD INSPDCTIONS WILL BE OUTLINED AT THE MEETING. _ DURING THE GRADING OPERATION, 3. ANY VOIDS CREATED DURING THE REMOVAL OF THE EXISTING HOME, FOUNDATION, EXISTING UTILITY 5.5 ExpansiveSoils 5. DESIGN AND CONSTRUCTION RECOMMENDATIONS The above settlement estimates are based on the assumption that the grading will be GRADING FILLS/CUTS LINES OR ROOTS WILL NEED TO BE PROPERLY EXCAVATED AND BACKFILL WITH COMPACTED SOILS AS performed in accordance with the grading recommendations presented elsewhere in this 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND, 5.1 Foundation Design and Construction PART OF THE SITE GRADING. The results of tests indicate that the mostly granular near -surface soils on the site possess GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL Ih 1 VFPJICAL, APPROVED BY THE BUILDING OFFICIAL, footing excavations. 2. very low expansion potential. The test results are as follows: 10. 5.1.3 Seismic Design 4. SHORING MUST BE PROVIDED PRIOR TO OVEREXCAVATION OF THE LOT. RECOMMENDED SHORING support of the proposed structures using a mat foundation system, as allowed by the city of Seismic design of the structures should be performed using criteria presented in the 2016 HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE -CITY TRAFFIC ENGINEER AND: METHOD 1557, AND APPROVED BY THE SOILS ENGINEER, 'CONIPACPION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FES PROCEDURES/METHOD ARE PROVIDED IN SECTION 5.7.1 OF THIS REPORT. Sample Expansion Level Backfill - 62 psf/ft PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC, and material costs. These options are provided below: footings and/or backfill above the footings may be ignored in calculating the footing loads. Location Index Cf 611S ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CON- 5. ONCE SHORING IS IN PLACE, THE EXISTING SOILS BELOW THE BUILDING PAD AND HARDSCAPE AREAS AREAS TO RECEIVE FTTL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. l So Density 120 pcf SHALL BE OVEREXCAVATED TO A DEPTH OF 36 INCHES BELOW EXISTING GRADE AND THE RESULTING B-1 @ 0-2' 0 12,. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE 'T' T'(:E AFPRO- A SURFACE SCAR IF IED/RECOMPACTED TO A DEPTH OF 12 INCHES PRIOR TO REPLACING WITH SOIL -CEMENT As the soils on the site are considered non -expansive and have an Expansion Index of less 5. . •- PRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT, i. Concrete slab shall be a minimum of 5 inch actual thickness; COMPACTED FILL. SOIL -CEMENT WILL INCREASE THE COHESION AND WORKABILITY OF THE SOILS. than 20, no special foundation or slab design is considered necessary for this site. ! ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS Ewt INEER OR RENb7VED BEFORE ANY ADDITIONAL FILLS ARE ADDED. it. Reinforcement equivalent to #4 bars at 12 inches on center each way, equivalent bar spacing shall not exceed 18 inches on center, located at the center of the slab; and PGAM 72g PORTLAND CEMENT SHALL BE ADDED AND BLENDED INTO THE SOILS IN A RATIO OF 2 SACK CEMENT PER Minimum designs are provided in Section 5.1 of this report. 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIT OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ONE CUBIC -YARD OF SOIL. THE STIFFENED SOIL WILL REDUCE CAVING POTENTIAL OF THE SOILS b. Footings: soils existing on the site were found to possess very low expansion potential. These soils ASTM D3034 OR ASTM D1785. THE ENGINEERING GEOLOGIST PZID SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL, IN CANYONS, WHICH WILL ALLOW THE FOOTING, EXCAVATION TO REMAIN NEAT AND SQUARE UPON EXCAVATION. SOIL--° Additional testing will be performed during grading and final recommendations will be INSPECT EACH CANYON FOR AREAS OF ADVERSE SFLOWTAND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE AC- c. All pad footings shall be tied by grade beams in not less than two directions. CEMENT WILL ALSO CREATE A RIGID SOIL MASS SIGNIFICANTLY MORE RESISTANT TO THE EFFECTS OF presented in our Geotechnical Report of Rough Grading. It should be noted that slab, 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, Survey on their website. LIQUEFACTION AND SEISMIC SETTLEMENT. footing, and other construction details may change based on testing during grading. 2. Structural Mat Foundation. GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17,32.020 9, THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FLEX FOR LINE AND GRADE. ^ - -- --- ------- " 6. ALL SCARIFICATION AND REMOVALS SPECIFIED HEREIN SHALL EXTEND TO A DISTANCE OF .AT LEAST 2 5,6 .Soii Chemistry C®nSlfier�$IOIt$ 10, EROSION CONTROL 4. Modified Soil Mat. FEET BEYOND .ALL FOOTING, BUILDING, AND HARDSCAPE EDGES UNLESS PROPERTY LINE OR OTHER BY THE SOILS ENGINEER. THE BUILDING DEPAIPIEN3 MAY REQU IRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED a. The top 5 feet of soil shall be mixed with cement at a ratio of 2 sacks per cubic yard of soil; Site Location: 1556 Ocean Boulevard Newport Beach CA p CONSTRAINTS EXIST. SPECIAL RECOMMENDATIONS WILL BE PRESENTED DURING GRADING FOR GRADING IN 5.6.1 Soluble Sulfates 1, TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 3. THOSE AREAS WHERE CONSTRAINTS ARE PRESENT. a All pad footings shall be tied by grade beams. movement upward through the slab. Slab placement using proper concrete mix slump and --- _..-------- . S. Other Engineered Foundation System. , The results of tests show that the on-site soils possess negligible concentrations of soluble 2, EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 TO MAY 15. 7. SOIL UTILIZED FOR FILLING SHALL CONSIST OF APPROVED ON-SITE OR IMPORTED SOIL. ON-SITE sulfates. The test results are as follows: THE INT NDED USE AS AFFECTED BY { 00;4 recommendations, which meets or exceeds the mitigation measures above, and is approved by Fv = 1.5 From CBC 2016 SOILS WHICH ARE FREE OF TRASH, DEBRIS, AND ORGANIC MATERIALS CAN BE CONSIDERED AS SUITABLE. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 3, BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PALCE AT THE END OF EACH WORKING 8. ANY IMPORTED SOIL SHALL BE APPROVED BY THE SOIL ENGINEER FOR BOTH EXPANSIVE AND STRENGTH Sample %Soluble S1 = 0.637g USGS Seismic Design Website (Site Class B) DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT, DURING THE REMAINDER OF THE YEAR, ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, QUALITIES PRIOR TO IMPORTATION TO THE PROJECT SITE. FINAL ACCEPTANCE OF ANY IMPORTED SOIL Location Sulfates THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EX-'..... quarter inch in any 20 foot horizontal distance. WILL BE BASED ON OBSERVATION OF THE SOIL ACTUALLY DELIVERED TO THE SITE. B-1 @ 3-6' 0.018% CEEDS 50 PERCENT. 9, ALL FILL SHALL BE COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION. 4, LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE 10. THE MAXIMUM DENSITY OF ALL SOILS SHALL BE DETERMINED IN ACCORDANCE WITH A.S.T.M. TEST Asolublesulfatecontentlessthan0.10percentisnotconsidereddetrimentaltostandard a firm, compact surface. The required depth of overfilling will depend on the soil types, RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY METHOD D-1557. THE MAXIMUM DENSITY OF AGGREGATE BASE SHALL BE DETERMINED IN ACCORDANCE WITH concrete mixes. However, the foundation and slabs on grade may be susceptible tothe GRADING ENGINEER> CALIFORNIA TEST METHOD 216. corrosive effects of saltwater. For this reason, we recommended that Type V cement at a S , TEMPORARY DESIL'TING BASINS WHEN REQUIRED SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION U ON OF 11. THE SOIL PLACED IN THE UPPER 12 INCHES OF THE STRUCTURE AND HARDSCAPE AREAS SHALL BE PLACED watericement ratio of at least 0.45 be used on this project. Other recommendations for THE PROJECT. - AT A MOISTURE CONTENT OF AT LEAST 12 PERCENT ABOVE OPTIMUM MOISTURE CONTENT IF EXISTING _ ON-SITE OR SIMILAR SOILS ARE USED. IF SIGNIFICANT DRYING OCCURS PRIOR TO SLAB OR HARDSCAPE corrosion may be recommend by the structural engineer. All concrete in contact with soils ---------- ^' PLACEMENT, MOISTURE CONDITIONING OF THE SLAB AREA BY FLOODING OR OTHER MEANS MAY BE NEEDED ShOUId meet Or exceed the requirements Of ACI Section 318, Tables 4.2.1 & 4:3.1. REQUIRED INSPECTIONS PRIOR TO SLAB PLACEMENT. 1. A PRE -GRADE MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT; 12. ALL OTHER FILL SHALL BE PLACED WITH A MOISTURE CONTENT OF OPTIMUM OR GREATER. 5.6.2 Hazardous Materials OWNER, GRADING CODITRAL"IOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR 13. ALL GRADING PLANS SHALL BE FORWARDED TO THE SOIL ENGINEER FOR REVIEW AND COMMENT PRIOR TO This investigation does include REPRESENTATIVES, REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. THE START OF CONSTRUCTION. not an evaluation or assessment of hazardous or toxic f g y materials which may or may not exist on the site. 2. A PRE -GRADE MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH _ITM ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CI'T'Y GRADING ENGINEER FOR:;APPROVAL. square foot. An increase of 1/3 of the aforementioned bearing value is permissible for short q 9 duration wind or seismic. loading. Retaining wall parameters are shown in the following 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETEPMINED TO BE NECESSARY BY THE ENGINEERING section These bearing values are considered to be net values and as a result the weight of s. THE FOLLOWING PEOPLE PRESENT; OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING the mat may be ignored in calculating the footing loads. 512' 6„ _ E'NGSiJE(ER OR THEIR REPRESENTATIVES. REQUIRED FIT'LD INSPDCTIONS WILL BE OUTLINED AT THE MEETING. _ __-_ ----__ _ - 213 SMI = 0.6378 213 SMs = 1.154g 5. DESIGN AND CONSTRUCTION RECOMMENDATIONS The above settlement estimates are based on the assumption that the grading will be GRADING FILLS/CUTS ATTEST To THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION, performed in accordance with the grading recommendations presented elsewhere in this Retaining walls may be designed using the following parameters: 6.F. 5.1 Foundation Design and Construction report and that representatives of this firm will observe or test the bearing conditions in the 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL Ih 1 VFPJICAL, - SPERMINE IF THE,BEDROCK IS EXTENSIVELY WI -16N CUT PADS ARE BROJGHT Z� NEAR GRADE THE ENGINEERING GEOLOGIST SHALL D footing excavations. 2. FILL SLOPES SHAUU BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. The earth materials on this site when properly prepared are considered suitable for the 5.1.3 Seismic Design 3, ALL FILLS SHALL. BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST support of the proposed structures using a mat foundation system, as allowed by the city of Seismic design of the structures should be performed using criteria presented in the 2016 At -Rest Earth Pressure (Restrained At Top Walls) METHOD 1557, AND APPROVED BY THE SOILS ENGINEER, 'CONIPACPION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FES Newport Beach Liquefaction mitigation policy. It is our opinion that Options 1 or 2 are appropriate methods which will be most economical for the project when considering grading California Building Code (CBC). Level Backfill - 62 psf/ft IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. and material costs. These options are provided below: footings and/or backfill above the footings may be ignored in calculating the footing loads. Passive Earth Pressure - 177 sf/ft P Cf 611S ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CON- Seismic Design Parameters 4.. AREAS TO RECEIVE FTTL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER RESIDENTIAL MINIMUM SHALLOW LIQUEFACTION MITIGATION METHODS:' Design Parameter Recommended Value l So Density 120 pcf PRIOR TO PLACING OF THE FILL. 1. Strengthened slab on grade foundation system (minimumrequirements). ' Design Fault Newport -Inglewood (Offshore) Fault a. Foundation slab: may be used for concrete placed directly on the natural soils or compacted fill. These 5. FILLS SHALL BE KEYED OR BENCHED INTO COMI?ETENT MATERIAL. i. Concrete slab shall be a minimum of 5 inch actual thickness; Fault/Site Distance 1-2 miles - 6, ! ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS Ewt INEER OR RENb7VED BEFORE ANY ADDITIONAL FILLS ARE ADDED. it. Reinforcement equivalent to #4 bars at 12 inches on center each way, equivalent bar spacing shall not exceed 18 inches on center, located at the center of the slab; and PGAM 72g 7. - ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY iii. Doweled connections between the slab and footings with #4 bars at 24 inches on center maximum spacing. FPGA 1.0 PGA .72g THE SOILS ENGINEER. b. Footings: soils existing on the site were found to possess very low expansion potential. These soils 8. THE ENGINEERING GEOLOGIST PZID SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL, IN CANYONS, i. Embedded 24 inches or more below the finish grade; and t. Reinforced with 2-#5 bars at top and bottom. The (PGA) is a probabilistic value based on a 2% probability of being exceeded in 50 years. INSPECT EACH CANYON FOR AREAS OF ADVERSE SFLOWTAND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE AC- c. All pad footings shall be tied by grade beams in not less than two directions. This value was determined using a Ground Motion model supplied by the US Geological CL7iKfJI FYTION OF, SUBSURFACE WATER OR SPRING FLOW„ F NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE . I i. Embedded 24 inches or more below finish grade. Survey on their website. 2. PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 2. Structural Mat Foundation. The following geotechnical design parameters are presented, as defined in 2016 CBC 9, THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FLEX FOR LINE AND GRADE. a. Minimum 12 inch thick engineered slab. 3. Post -tension slab Foundation system. " GRADING AND THEIR EFFECT ON THE RECO*0XLRTTONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT, HE SHALL Excavated material from footing excavations should not be placed in slab -on -grade areas 2016 CBC Seismic Design Parameters (Based on ASCE 7-10 Standards) 10, ALL TRENCH BACKPITS SHALL BE COMPAC'T'ED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED 4. Modified Soil Mat. lapped, sealed, and protected with at least a two inch thick layer of sand below the plastic BY THE SOILS ENGINEER. THE BUILDING DEPAIPIEN3 MAY REQU IRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED a. The top 5 feet of soil shall be mixed with cement at a ratio of 2 sacks per cubic yard of soil; Site Location: 1556 Ocean Boulevard Newport Beach CA p b. The soil -cement mix shall be recompacted in place; and optionally over a 2 inch layer of clean sand. This construction detail will reduce future vapor 3. BACKFILLS TO FACILITATE TESTING. a All pad footings shall be tied by grade beams. movement upward through the slab. Slab placement using proper concrete mix slump and --- _..-------- . S. Other Engineered Foundation System. , SiteClass: _D_ From CBC 2016 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. A foundation system designed by a licensed civil engineer based on soils or geotechnical report Fa = 1.0 From CBC 2016 .. THE INT NDED USE AS AFFECTED BY { 00;4 recommendations, which meets or exceeds the mitigation measures above, and is approved by Fv = 1.5 From CBC 2016 12, LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. the Chief Building Official, Ss = 1,730g USGS Seismic Design Website (Site Class B) 13, ALL CUT SLOPES SHALL BE INVVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERM7 E IF Design parameters for Options 1 and 2 are provided below. S1 = 0.637g USGS Seismic Design Website (Site Class B) ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, A 12" mat foundation may be designed using an allowable bearing value of 800 pounds per coverings must be designed and constructed to reduce hairline cracking. Extra reinforcing _ITM ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CI'T'Y GRADING ENGINEER FOR:;APPROVAL. square foot. An increase of 1/3 of the aforementioned bearing value is permissible for short q 9 duration wind or seismic. loading. Retaining wall parameters are shown in the following 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETEPMINED TO BE NECESSARY BY THE ENGINEERING section These bearing values are considered to be net values and as a result the weight of s. ?"C s1"._npj the mat may be ignored in calculating the footing loads. 512' 6„ _ D SMS = FaSs = 1.7308 SMI=FVSI=0.9568 213 SMI = 0.6378 213 SMs = 1.154g VICINITY ta;,I,., MAP. P 'a ,1 END r W TOP OF a T. F. GEOLOGIST AND SOILS ENGINEER, THE: ,SOILS ENGINEUZ WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CAI,C1JIATIONS FROM the mat may be ignored in calculating the footing loads. FINISH SURFACE f. G.. THE. C111'Y GRADING ENGINEER PRIOR TO CONSTRUCTION. A conventional footing and slab system may be designed using an allowable bearing value 5.2 Retaining Walls (If Any) 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND of 1,200 pounds per square foot for footings placed to a minimum width of 12 inches and a BACK OF WALK T.C. ATTEST To THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION, minimum depth of 24 inches below the lowest adjacent finished grade. This value was Retaining walls may be designed using the following parameters: 6.F. GARAGE FLOOR calculated assuming no cohesion. This value is considered conservative due to the fact that Bearing - See Section 5.1 16. - SPERMINE IF THE,BEDROCK IS EXTENSIVELY WI -16N CUT PADS ARE BROJGHT Z� NEAR GRADE THE ENGINEERING GEOLOGIST SHALL D the soils will be stiffened with the addition of cement. An increase of 1/3 of the Active Earth Pressure (Cantilevered Walls) JOp:2 FRAC I,UEUED OR FAULTED AND WILL READILY T.CRANSMIT WATER, IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND aforementioned bearing value is permissible for short duration wind or seismic loading. Level Backfill - 44 psflft SOILS ENGINEER, A C%T D FILL BLANKET WILL, BE PLACED. The above bearing values have been based on footings placed into approved compacted fill. At -Rest Earth Pressure (Restrained At Top Walls) 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING, These bearing values are considered to be net values and as a result the weight of the Level Backfill - 62 psf/ft 18 NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE footings and/or backfill above the footings may be ignored in calculating the footing loads. Passive Earth Pressure - 177 sf/ft P Cf 611S ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CON- Lateral Sliding Coefficient - 0.31 1-0,5 CU. YDS. FGRMANCE WITH THE APPROVED GRADING PLANS THE DISCREPANCIES SHALL, BE REPORTED IMMEDIATELY IN WRITING TO THE PER-- , For purposes of resisting lateral forces, an allowable lateral soil pressure of 177 pounds per l So Density 120 pcf Q ON M CHARGE OF TILE GRAD ENG WORK AND TO THE CITY GRADING ENGINEER. RECOSM ENDATIONS FOR CORRECTIVE MI ASURES, IF square foot per foot of depth may be used for the design. A coefficient of friction of 0.31 NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL, may be used for concrete placed directly on the natural soils or compacted fill. These Sliding friction and passive resistance may be combined without reduction in calculating the - values may be combined without reduction for resisting lateral forces. total lateral resistance. Passive pressures may be assumed to become constant at a valu:t DOCUMENTATION The above values are based on footings placed directly against previously compacted fill. In of 5 times the above values below a depth of 5 feet. 1, 2 SURFACE ELEVATIONS AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND URF , the case where footing sides are formed, all backfill against footings should be compacted to at least 90 percent of maximum density. All retaining wall backfill should consist of soil with an expansion index of 20 or less. The AS -GRADED GROUND SURFACE CATIONS, LOT DRAINAGE PATTFI2NS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUB- soils existing on the site were found to possess very low expansion potential. These soils SURFACE DRAINAGE FACILITIES. WE SHALL PROVIDE WRITTEN APPROVAL: THAT THE WORK WAS DONE IN ACCORDANCW WITH THE Foundation Construction can be used for backfill of retaining walls. Retaining walls should be provided with a FINAL APPROVED GRADING PLAN AND STATE THE NMOF YARDS OF CUT AND/OR FILL MOVDURING THE OPERATION. All foundation excavations should be observedby the project soils engineer prior to the subdrain to reduce hydrostatic pressures. placement of forms, reinforcement, or concrete. The excavations should be trimmed neat, 5.3 Concrete Slabs 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATIONS OF FIELD DENSITY TESTS, level, and square. All loose, sloughed, or moisture softened soil should be removed prior to " SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTI3E,R SCiBSTATLITED DATA AND COTNPS ON ANY CHANGES MADE DURING concrete placement. All slab -on -ground floor slabs shall be constructed over a 15 mil (or equivalent puncture GRADING AND THEIR EFFECT ON THE RECO*0XLRTTONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT, HE SHALL Excavated material from footing excavations should not be placed in slab -on -grade areas resistant, such as Stego Wrap) plastic membrane. The plastic membrane should be properly PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ALCOR- unless properly compacted and tested. lapped, sealed, and protected with at least a two inch thick layer of sand below the plastic DANCE WITH THE JOB SPECIFICATIONS. membrane; however the concrete can be placed directly on the plastic membrane or 5.1.2 Settlement optionally over a 2 inch layer of clean sand. This construction detail will reduce future vapor 3. A GEOLOGIC GRADING REPORT PREPARED BY THEN FLVGT�,NF�:,MG tlEGl1?JG1ST , INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF movement upward through the slab. Slab placement using proper concrete mix slump and THE SITE INCLUDING ANY NEW INFORMATION D1:SCL0 I G NCs 'T6IE G3?AL72NG AND THE EFFECT OF SAME ON RECOMMENDATIONS: Based on the general settlement characteristics of the in-situ soil types, the use of careful proper curing of the slab must be implemented. INCORPORATED IN THE APPROVED GRAD. . w1" _' PROVIDE Wt� TITEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR soil/cement and the anticipated loading, it has been estimated that footings will settle In addition, the 2016 California Green Code requires the placement of a 4 inch layer of THE INT NDED USE AS AFFECTED BY { 00;4 approximately V8-114 inches due to static settlement. gravel below the slab to act as a capillary break. " ' ' Differential settlement is expected to be about 112 of the total settlement. It is anticipated that the majority of the settlement will occur during or shortly following the completion of It is cautioned that slabs in areas to receive ceramic tele or other rigid, crack sensitive floor construction as the loads are applied. Differential settlement is not expected to exceed one- coverings must be designed and constructed to reduce hairline cracking. Extra reinforcing quarter inch in any 20 foot horizontal distance. and careful control of concrete slump to reduce concrete shrinkage are recommended. The following geotechnical recommendations are presented for your consideration: 1. The finished grade of the building pad should be made by overfilling and cutting back to a firm, compact surface. The required depth of overfilling will depend on the soil types, contractors equipment, and other factors. 2. The concrete contractor and underground subcontractors should be prohibited from !- placing excess soil from excavations on the building pad unless these materials are compacted and tested. VICINITY ta;,I,., MAP. P 'a ,1 END r W TOP OF a T. F. TOP OF FOOTING F.5 FINISH SURFACE f. G.. FINISH GROUND F.F. FINISH FLOOR T.G. TOP OF GRATE 3yY. BACK OF WALK T.C. TOP OF CURB TB. TOP OF BERM 6.F. GARAGE FLOOR FG. FLOW LINE 11VV, INVERT (fOp.Z� EXIST. ELEV. JOp:2 PROP? ELEV. z T. G. TOP OF GRATE I -A- PLANTER AREA car_= EXIST. WALL PROP. GARDEN WALL U PROP. RETAINING WALL _ D.5, PC WAI . POU7- CIO 0- = Cf I Q Cr) ' rG 1-0,5 CU. YDS. CEEgg r CU. YDS. �r Q AREA 50L RE FooTr-)6Es PROPERTY' 2>680 S: 9- PLARt7 EP -34 5.1°: TO7/9L 1MPER VIOU 5 2,� a 4 s. F Typically, this type of shallow shoring system can use 2 inch diameter pipes driven or pounded into the ground at 5-6 foot intervals depending on the length and thickness of the lagging boards. Based on the current location of the building lines with respect to the property lines, temporary shoring will be required. 5.7.2 Graded Slopes All permanent slopes on this project should be constructed at slope ratios of 2 horizontal to 1 vertical or flatter. No slopes exist on the property nor are any planned. C H Z 00 ri Ri �, �O N _ -0CO OV �� Q LC7 U LL0101 z0, V O W Li-, Q W z ^00 Ur M L_L_1 U Hrn Hao�� CIO 0- = Cf I Q Cr) u1 Lo i9 , �. �r Q -, q ON, C H Z 00 ri Ri U �O N V (DU N W z ^00 M ZT,, aw Hrn Hao�� O O n u1 CJ dH ' i9 , 00 a N� rn 00 aj 5.8 Site Design 5.8.1 Shrinkage and Subsidence Calculations have been performed based on the in-situ density of the soils and the estimated compacted density of the soils after grading to estimate the shrinkage which might I be expected between cutting and filling. It is estimated that shrinkage on this project could range from 5 to 10 percent. Subsidence as a result of the grading operations could range up to 0.1 feet in these types of soils. Please note that these estimates should be used with extreme caution. Contingencies must be developed for balancing the earthwork quantities based on the actual shrinkage and subsidence which occurs during grading. This firm assumes no responsibility for the use of these earthwork factors or the balancing of earthwork quantities on this project. "47,OR 50,04 V ��PvA r No re -'s; .eolmmel.,grIalo s IJQT1ES TO biter IVER ki C0/N 1`RC7-_/? R1 1. CONSTRUCTION%CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON PROJECT. 2. ALL EXISTING TOPOGRAPHY AND PROPOSED GRADES SHOULD BE FIELD VERIFIED PRIOR TO CONSTUCTION. 3. EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTIES ARE ESTIMATES FOR AGENCY SUBMITTAL OF THIS PLAN AND ARE NOT TO BES USED FOR CONSTRUCTION COST ESTIMATES FOR BIDDING PURPOSES. CONTRACTOR(S) TO DEVELOP OWN QUANTITIES FOR BIDDING PURPOSES. 4. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/OR GEOLOGIST. SOILS AND EARTH ACCEPTABILITY ARE NOT UNDER PERVIEW OF THE RESPONSIBILITY OF DESIGN PROFESSIONAL FOR THIS GRADING PLAN. ANY SOILS RECOMMEDATIONS NOTED OR PLACED ONTO THIS PLAN ARE DIRECTLY FROM THE SOILS REPORT AND ARE NOT THE DETERMINATION OR RECOMMEDATIONS OF THE PLAN DESIGN PROFESSIONAL. 5. ALL RETAINING WALL DESIGNS, T.W., T.F., STRUCTURAL, THICKNESS, SUBDRAINS, ETC. ARE TO BE BUILT PER STRUCTURAL ENGINEER AND NOT BY INFORMATION SHOWN ON THIS PLAN. DESIGN OF RETAINING WALLS IS BY OTHERS, NOT THE DESIGN PROFESSIONAL OF THIS GRADING PLAN. 6. HOUSE WATERPROFFING AND WEEP SCREED FUNCTION PROTECTION SHALL BE A DESIGN AS PER THAT SHOWN BY THE ARCHITECT OF THIS PROJECT. 7. THE SURVEY,OF THIS PROJECT IS NOT THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL FOR THIS GRADING PLAN. THE SIGNATORY PROFESSIONAL WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED DURING THE CONSTRUCTION OF THIS PROJECT BY EITHER THE SURVEYOR OR BYi;THE CONTRACTOR. i� DRAWN /-,xc CHECKED DATE 9- ✓7-/% SCALE JOB NO. SHEET OF SHEETS so ri i i� DRAWN /-,xc CHECKED DATE 9- ✓7-/% SCALE JOB NO. SHEET OF SHEETS so 1^7 INSTL. 4" DIA. DECK DRAIN, NDS OE EQUAL X21 INSTL, 4" DIA. PLANTER DRAIN W/ATRIUM, NDS OR EQUAL X33 INSTL. 4" DIA. DRAIN PIPE, SDR 35 PVC 41 INSTL. 3" IIIA. DRAIN PIPE, SCH. 40 L-..1 r" y �! CONST. CURB CORE PER CITY STD. 184-L „,6,r CONST. PERFORATED BRAIN/TRENCH PER CITY, DETAIL HEREON PROTECT EXIST. WATER METER 8) INSTL, SEWER CLEAN-OUT PER CITY STD, 406-L 9 4" TO 3" DIA. PIPE TRANSION W/BUBBLER, 9.13 INV. reg: p40P r %1/0 rE," cd,11:7' 7?V 1L°V 5.8.2 Drainage Design This project should be designed and constructed with drainage devices at gradie, adequate to insure proper drainage after the completion of construction. Minimum gradient as specified by the 2016 CBC shall be used. It is important that drainage patterns established during finish grading of the site be maintained throughout the life of the structures. Property owners should be aware that altering drainage patterns during landscaping or at any other time can affect the performance of the structures and other site improvements. In addition, variations in irrigation and seasonal rainfall can also affect the performance of on site facilities. 5,9 Grading Recommendations The following special grading provisions are recommended for the grading of this project in addition to the Grading Specifications, General Provisions included in the Appendix of this report. 1. The construction may include retaining or garden walls which may or may not be shown on the currently available plans. Such walls should be considered as part of the structures to be constructed, and foundation design, construction, and grading recommendations presented in this report should apply to these walls as if they were part of the building. 2. The natural soils in areas to receive fill outside the building pads such as hardscape areas shall be scarified and compacted to a depth of 12 inches below the existing surface after clearing and grubbing. 3. Any voids created during the removal of the existing home, foundation, existing utility lines or roots will need to be properly excavated and backfill with compacted soils as part of the site grading. 4. Shoring must be provided prior to overexcavation of the lot. Recommended shoring procedures/method are provided in Section 5.7.1 of this report. 5. Once shoring is in place, the existing soils below the building pad shall be overexcavated to a depth of 30 inches below existing grade and the resulting surface scarified/recompacted to a depth of 6 inches prior to replacing with soil -cement compacted fill. Soil -cement will increase the cohesion and workability of the soils. Portland cement shall be added and blended into the soils in a ratio of 2 sack cement per one cubic -yard of soil. The stiffened soil will reduce caving potential of the soils which will allow the footing excavation to remain neat and square upon excavation. Soil - cement will also create a rigid soil mass significantly more resistant to the effects of liquefaction and seismic settlement. 6. All scarification and removals specified herein shall extend to a distance of at least 2 feet beyond all footing, building, and hardscape edges unless property line or other constraints exist. Special recommendations will be presented during grading for grading in those areas where constraints are present. 7. Soil utilized for filling shall consist of approved on-site or imported soil. On-site soils which are free of trash, debris, and organic materials can be considered as suitable. 8. Any imported soil shall be approved by the soil engineer for both expansive and strength qualities prior to importation to the project site. Final acceptance of any imported soil will be based on observation of the soil actually delivered to the site. 9. All fill shall be compacted to at least 90 percent relative compaction. 10. The maximum density of all soils shall be determined in accordance with A.S.T.M. Test Method D-1557. The maximum density of aggregate base shall be determined in accordance with California Test Method 216. 11. The soil placed in the upper 12 inches of the structure and hardscape areas shall be placed at a moisture content of at least 1-2 percent above optimum moisture content if existing on-site or similar soils are used. If significant drying occurs prior to slab or hardscape placement, moisture conditioning of the slab area by flooding or other means may be needed prior to slab placement. 12. All other fill shall be placed with a moisture content of optimum or greater. 13. All oradlno and foundatinn nlane chnil ha 4^ e,....,.:1 Z O LLI i� I� Z O w to cri y s m Ile 0 Z LOT 14 I SPECIAL, CITY REQUIRED NOTES BENCH Z bk t O MARK 3 NB1-4-71 ( A. AN - APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC DATUM o C 12 3:4 5) 1 !M AS E L E V A T I ❑ N S ( ) R� C: ERG. DIST, U OWNER PIAN PREPARER SOILS ENGINEER uJ ill 2911 E. LAPALMA AVE. 470 WALD co LL of � w - 1 DE K B. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING UJ 4 u +� BRICK DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, Q � O i ---T-T� WALT I IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE ci w tJ1 - - - - - 'BUILDING I- o I z E G F TI\i D I n I EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, u Z M W CV i..-/ = 6 CCS; ✓�..',' OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). LU - . • - _':' , N. G. I N A T U R A, L GRADE SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE c u c�1 ! W M! WATER METER ' C. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC � F. LICENSED SURVEYOR TO PROVIDE MONITOR LNG OF SHORING AND IMPROVEMENTS ON ADJACENT I I� ❑- F.F. FINISH FLOOR I RIGHT-OF-WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 PROPERTIES ND SUBMIT RESULTS WITH A REPORT TO PHE SHORING DESIGN ENGINEER AND TO II G.F. GARAGE FLOOR AND L-18. 3t W G_ONf CO!NCPETE Z WHERE DEWATERING 19 REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED. t w h U 53 U 6 9.37 6 9.52 - Ip) z o Z bk S t ekLi 3 _ 9.36TC -84.92 8'.98FL P7 bld tine C 135 r„i, G ®la.0 ®9.55 t1 � , ang cont 5 u z i -1 t 11.83 79 #0 i0.56Li Fs SIDENCE1 - RESIDENCE+6 o g 36 /5j 6i j fit- oQ\ ® 9.75 f \ tree LTV U ( i... I i\ I Ct .134 rfi CONC.,r CABE W zo 54 Z i 9.40 C 1 ni O• ,T3 164 fs P9lJ, 1.82 ®38.63 e •o s O G. r1a e c o z u 90 O o . CSNC. - i42 141 U / ®10.29 N28°44'68 -E RAD. 144 143 _ cp 9F s a 77 N26°44'56" 77.29' 10.20 coN . ®1o.0 3 caNc. ®10.15 CONIC. a 10.21 ® �¢ 510.13 C NC® :® rt- ]0:1 f5 ® ®g 139 g br.'>/I 9 / Q. . 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I I _ I SCALE: 1"=8' .NOTE: RECORD EASEMENTS ARE N❑T PLOTTED iF AN SURVEYOR OR ENGINEER SHALT_ PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. �- 4" Coilcrel-e or fj" Topsoil 3-' French dccrin Porforoliorl 0 botto7_�R� 78^ Crushed Ruc Filer Cloth Lop G' 0 To Perforated drain/trench detail MT,S CITY OF NE,M]IT BEACH REQUIRED FOR PERMITTING II 39r_, J 1 ! . I 9.59. ,� $ '`� L96 '�: S. 7` I``✓ { 4 f n cq nc $ 60= r 1, , m Q- J� LJ �,,1: g z v to. �� p}.., g /�,$" # ...`' l0. ep �b Q 1+ J - \,2J V p 1X , o j ! ! (�'s•, i}r' i `J z z 0! IF,. - _ r 5 Q• :,ya U v v... .. 67 9v'au:. '-. #../ a :: ,._ �- :_ t. ., -Y..43 .: :::. ¢\T.�' ,.'✓. , '-.V P��.,... U .% •1 ?� _ Ut � '� � s::1 ''• 8.2�,�.s �,. _ a,�,. �a6o® r -_. 8 109 + U' fak 5 ek .0 94 .y. \1® 024'24' v I'' -i -F' W-0x'28^E RA . Nzs°2a za^E RAD. . # )r? ®632 22 N26024'24'E 76.87 <E o �! u - -- --- I u �} p F C ridge `• /;C:;•""' �' `-' z `j - . EDISBN ' F - U i® 70.90 z o- i/\0�/j 9 LI 1®Szs.00 �5 1.0 \✓ 1 \ g i A / i I ' , , cr;rjy t ,>1 t ';r.', �.0 RESI )ENCS SEWER ce.b/= - I 4 s ,ra _ atC7r,i�rf: LOT 1j Z' ! j6i of 11 ^!v �. 0 10 r)f_�: / V 1157\✓ 113 9 -81,84 0 0. 1 Wine 1 '61 U1 I . T.G. 1 ❑P -uRATL 2a ! SCIR VIP _YTi\C NC TOPOGRAPHIC SURVEY RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR: #409 LAGUNA, HILLS, CA 92653 j (949) 858-2924 OFFICE C949) 858-3438 FAX J❑B: DATE: 2/16/2017 RDMSURVEYING@C❑X.NET J r-�. t r t% - d A♦r/F^; -,q-,r r•tf r>ifG'CT: '�}r:h/CPQ I. �z ��:01�V_ 6X/57 1914Z-7.11 ooq,C7 + f SEG T_ 10 114 /_ , 1 OWNER: LEGAL DESCRIPTION: SPECIAL, CITY REQUIRED NOTES BENCH F_ II bk t ek MARK 3 NB1-4-71 ( A. AN - APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC DATUM o C 12 3:4 5) 1 !M AS E L E V A T I ❑ N S ( ) R� C: ERG. DIST, RIGHT-OF-WAY. OWNER PIAN PREPARER SOILS ENGINEER v ill 2911 E. LAPALMA AVE. 470 WALD U I LL ANAHEIM, CA 92806 IRVINE, CA 92618 IRVINE, CA 92618 - 1 DE K B. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING UJ (714) 271-1646 (949) 453-9895 (949) 872-2582 +� BRICK DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, Q � r vJ ---T-T� WALT I IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE ci w - - - - - 'BUILDING SIDEWALK, CURB AND GUTTER, AND ALLEY/ STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF Z I z E G F TI\i D I n I EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, u Z W „ i..-/ = 6 CCS; ✓�..',' OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). LU - . • - _':' , T.G. 1 ❑P -uRATL 2a ! SCIR VIP _YTi\C NC TOPOGRAPHIC SURVEY RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR: #409 LAGUNA, HILLS, CA 92653 j (949) 858-2924 OFFICE C949) 858-3438 FAX J❑B: DATE: 2/16/2017 RDMSURVEYING@C❑X.NET J r-�. t r t% - d A♦r/F^; -,q-,r r•tf r>ifG'CT: '�}r:h/CPQ I. �z ��:01�V_ 6X/57 1914Z-7.11 ooq,C7 + f SEG T_ 10 114 /_ , 1 OWNER: LEGAL DESCRIPTION: SPECIAL, CITY REQUIRED NOTES BENCH F_ II MARK HAUPERT LOT 15, TRACT NO. 518 `.0 co -�- DE -SCRIPT 10-N MARK 3 NB1-4-71 ( A. AN - APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC DATUM o C 12 3:4 5) 1 !M AS E L E V A T I ❑ N S ( ) R� C: ERG. DIST, RIGHT-OF-WAY. OWNER PIAN PREPARER SOILS ENGINEER v ill 2911 E. LAPALMA AVE. 470 WALD U I LL ANAHEIM, CA 92806 IRVINE, CA 92618 IRVINE, CA 92618 - 1 DE K B. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING UJ (714) 271-1646 (949) 453-9895 (949) 872-2582 +� BRICK DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, Q � r vJ ---T-T� WALT I IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE ci I cD - - - - - 'BUILDING SIDEWALK, CURB AND GUTTER, AND ALLEY/ STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF Z I - - I PROPERTY LINE EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, Z WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% F PNCE OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). LU N. G. I N A T U R A, L GRADE SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE P.P: POWER POLE PUBLIC WORKS INSPECTOR. jd8 z W M! WATER METER ' C. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC � F. LICENSED SURVEYOR TO PROVIDE MONITOR LNG OF SHORING AND IMPROVEMENTS ON ADJACENT I I� ❑- F.F. FINISH FLOOR I RIGHT-OF-WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 PROPERTIES ND SUBMIT RESULTS WITH A REPORT TO PHE SHORING DESIGN ENGINEER AND TO II G.F. GARAGE FLOOR AND L-18. 3t THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND. SHORING AND. WEEKLY BASIS THEREAFTER, G_ONf CO!NCPETE D. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT WHERE DEWATERING 19 REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED. t F<S: FINISH SURF_ACF RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE FS5 G. IN LIEU OF SPECIAL INSPECTION BY DEP'ITY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER R SHALL M'H' ! AN -HOLD RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY 0 I PROVIDE CONTINUOUS INSPECTIONS DURING SHORING AND EXCAVATION OPERATIONS AND DURING I o ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 0 REMOVAL OF SHORING. v P � PLANTER I P, C. ASPHALT E. PRIOR TO PERFORMING ANY. WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE Z , H. CONTRACTOR SHALL NOTIFY'ADJACENT PRO.'ERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO • r OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. I STARTING THE SHORING ORlEXCAVATION WORK. I I T.G. 1 ❑P -uRATL 2a ! SCIR VIP _YTi\C NC TOPOGRAPHIC SURVEY RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR: #409 LAGUNA, HILLS, CA 92653 j (949) 858-2924 OFFICE C949) 858-3438 FAX J❑B: DATE: 2/16/2017 RDMSURVEYING@C❑X.NET J r-�. t r t% - d A♦r/F^; -,q-,r r•tf r>ifG'CT: '�}r:h/CPQ I. �z ��:01�V_ 6X/57 1914Z-7.11 ooq,C7 + f SEG T_ 10 114 /_ , 1 OWNER: LEGAL DESCRIPTION: BENCH MARK; MARK HAUPERT LOT 15, TRACT NO. 518 `.0 co BENCH MARK 3 NB1-4-71 Q 2 DATUM \IAVD88 ELEVATION: 7.828 . OWNER PIAN PREPARER SOILS ENGINEER ill 2911 E. LAPALMA AVE. 470 WALD 470 WALD LL ANAHEIM, CA 92806 IRVINE, CA 92618 IRVINE, CA 92618 U (714) 271-1646 (949) 453-9895 (949) 872-2582 �U - Q � ADDRESS OF PROJECT: 1556 OCEAN BOULEVARD NEWPORT BEACH 37 120 Ln` _- `.0 co i. Ge Q 2 C) U w` z0 0 >X ill LL U �U - Q � vJ ' 0- QC'7i U ci �L0 0 ADDRESS OF PROJECT: 1556 OCEAN BOULEVARD NEWPORT BEACH 37 i. Ge s � ill +, s ci ADDRESS OF PROJECT: 1556 OCEAN BOULEVARD NEWPORT BEACH 37 1111 a a ti s x+' rk ,>zrzx v u EROSION CONTROL LEGEND: THE FOLLOWING BEST MANAGEMENT PRACTICES ARE TO BE ABIDED WITH IN ACCORDANCE TO THE LATEST CALIFORNIA STORMWATER QUALITY ASSOCIATION BEST MANAGEMENT PRACTICES HANDBOOK ("CASQA BMP HANDBOOK") SE -1 SILT FENCE PER CASQA BMP HANDBOOK DETAILS SE -6 GRAVEL BAG BERM ( HIGH PER CASQA BMP HANDBOOK SE -10 STORM DRAIN INLET PROTECTION PER CASQA BMP HANDBOOK TC -1 TEMPORARY CONSTRUCTION ENTRANCE WITH 3 TO 6 RACK OVER FILTER FABRIC DEPTH=8" PER CASQA BMP HANDBOOK EC -7 GEOTEXTILES AND MATS (JUTE NETTING) SE -7 STREET SWEEPING WM-3 STOCKPILE MANAGEMENT PER CASQA BMP HANDBOOK bVM-1 WM-1 MATERIAL DELIVERY AND STORAGE PER CASQA BMP HANDBOOK WM S WM-8 TEMPORARY CONCRETE WASHOUT PER CASQA BMP HANDBOOK WA�•9 WM-9 SANITARY MANAGEMENT (PORTABLE TOILET) ADDITIONAL BMP NOTES: THE FOLLOWING BEST MANAGEMENT PRACTICES ARE TO BE DONE OFFSITE NS -8 VEHICLE AND EQUIPMENT CLEANING NS -9 VEHICLE AND EQUIPMENT FUELING NE --10 VEHICLE AND EQUIPMENT MAINTENANCE THE FOLLOWING BEST MANAGEMENT PRACTICES ARE TO BE IMPLEMENTED FOR THE PROJECT DURATION. EC -1 SCHEDULING WM-1 MATERIAL USE NS -1 WATER CONSERVATION LEGEND DESCRIPTION (123.45) MEAS. ELEVATIONS C ) REC, BRG, & DIST. DECK # BRICK WALL -- - - - BUILDING - - PROPERTY LINE FENCE N.G. NATURAL GRADE P.P. POWER PULE WM WATER METER F.F. FINISH FLOOR G.F. GARAGE FLOOR CONC, CONCRETE F,S, FINISH SURFACE M.H. MAN -HOLE P PLANTER A'C' ASPHALT T.G. TOP -GRATE RdM SURVEYING. INC, RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURV EYING2COX,NET NORTH 0' 8' 16' z I � w B SCALE 1'=8' 5 ®® LOT 1 BMP , _... ,/�'�" ®59.37 bk S t9ek 1 Ip) o /'� C.O EROSION COV TL 6 E. 9.36TC p 84.92 �, `.t a - 1 . IN CASE OF EMERGENCY CALL: L 'a 79.55 bld line Lu "i i Io.O WORK TELEPHONE NO.: cn cont °w `- HOME TELEPHONE NO.: u o t u.a3 # 'slo.sb �..m E Isar = 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 0 6 RESIDENCE 4I MADE AVAILABLE TIMES DURING H RAINY BE A AIL BLE AT ALL TIE U ING T E INY " te.7S is f , 6�j€� cn ry W z SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ® Q ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS 4 9.4D 4�y, use 1 R� coat. sF� . B TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 9 .f` rid® p8.63 w 4 z s7 ^.. cp DEVICES WHEN RAIN IS IMMINENT. � , # "g°4" 77 a o 1 °Iozo t� !®1 l is ca at. 74�IIo.21 B � 3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR # # 1 0.13 coat. ��%•� s to 1 9 *e to g_ MODIFIED WITHOUT THE APPROVAL OF THE BUILDING ss Io.3r t �' ID ®I ®-�o - " la.l 1 OFFICIAL OR CITY ENGINEER. ante ee tia'iCwEE t 1 • 9.66--CBN@..---- Aaa' Ca _ ..� . f5 PO%31`�7k3G� 60lLEi" lt�M_.g # ,�--„---. __�____ 1__.___.___._. sr ae _ 1uI 4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL A E V A V Q BE IN PLACE AT THE END OF EACH WORKING DAY WHEN �i� 9.29 ss4F�_ s vs . VAULT z i �1' THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 409. e 8 5. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE 9.46 coNe,• WRSf{DU7- WM14- G' -10. t REMOVED FROM STREETS. CHECK BERMS AND BASINS. � � V � *'S # P' F o f # T' W b. 6. GRADED AREAS ON THE PERMITTED AREA PERIMETER W. o� ir O ~" .40T J P u 8. FL 3)y bk ii 10.50 @ tklb5 6 RESIDENCE: 1I. 6FF �.,,.a 1„L 'j)t ®e9.83. P 9 P C - _ .. - . # 134 'j) F u.as t .. GRR!/EL 3F6 4?E-R �1r-3-T-61 Ca s P 0: LOT .1 . O •. Wang co9nc 0• �6 _ lr.A� m J'� W 4 y.o 57 149,p3 C: o u P P®f,'1°_d 49.82- ,S. ...- . 4 ga1 rpe as - bk 5f Qk 0 10.44 PrE luso. By` I u L5 !CIO U U 0 30. # i .srW I V { btd Ine O 9S3 # 9: TC bk 't 9. L -., Jj;, V� 5, ci I g # I ,. U I I I I C7 I apt I I u' I � I � I ' � I a I I I TOPOGRAPHIC SURVEY r.. DATE: 2/16/2017 OWNER: MARK HAUPERT Rwem -j N20* G`t E 76,Sr W Ni7°04'i84 ALL CONSTRUCTION VEHICLES OR EQUIPMENT, FIXED OR CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE .!'i , � z J� 5 DIRECTED TOWARD DESILTING FACILITIES. atm rW�l e2.22 9 `s eCLO . EDISDk j�TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC X53 �i it 1 I0.90 z a !b5 Ikt'Ql TRESPASS ONTO AREAS WHERE IMPOUNDED WATER BE EQUIPPED WITH PROPERLY OPERATING AND CREATES A HAZARDOUS CONDITION. . rid®a25.00 I 8. ALL TEMPORARY GRADING HAUL ROADS WITHIN AREAS RESIDENCE SEWER Cpm I D LOT 1 V 10. ALL OPERATIONS SHALL COMPLY WITH ORANGE COUNTY 77 •s 0�1 121 i v l I � . 11. I C I ® � w BE LOCATED AS FAR AS PRACTICABLE FROM DWELLINGS. 0 12. EROSION CONTROL DEVICES WILL BE MODIFIED AS i is NEEDED AS THE PROJECT PROGRESSES, AND PLANS OF �c THESE CHANGES SUBMITTED FOR PLAN CHECK AS I� f � I 1 ; THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE i ca . 1 EROSION DAMAGE WITHIN THE SITE IS LEFT TO THE i I LEGAL DESCRIPTION LOT 15, TRACT NO. 518 `A1 WHICH ARE TO REMAIN UNDEVELOPED AND NATURAL I3A(l Q ,Awl SHALL BE RESTORED TO NATURAL CONDITIONS AND R£VEGETA7ED WITH NATIVE GRASSES UPON COMPLETION OF GRADING OPERATIONS MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE ALL CONSTRUCTION VEHICLES OR EQUIPMENT, FIXED OR CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE f Y 5 DIRECTED TOWARD DESILTING FACILITIES. atm 1` 7. THE PERMITTEE SHALL BE RESPONSIBLE AND SHALL t j�TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC X53 �i it -j t Ikt'Ql TRESPASS ONTO AREAS WHERE IMPOUNDED WATER BE EQUIPPED WITH PROPERLY OPERATING AND CREATES A HAZARDOUS CONDITION. 8. ALL TEMPORARY GRADING HAUL ROADS WITHIN AREAS `A1 WHICH ARE TO REMAIN UNDEVELOPED AND NATURAL I3A(l Q ,Awl SHALL BE RESTORED TO NATURAL CONDITIONS AND R£VEGETA7ED WITH NATIVE GRASSES UPON COMPLETION OF GRADING OPERATIONS BENCH MARK BENCH MARK 3: NB1-4-71 DATUM: NAVD88 ELEVATIONS 7,828 9. ALL CONSTRUCTION VEHICLES OR EQUIPMENT, FIXED OR f Y 5 • atm MOBILE OPERATED WITHIN 1000' OF A DWELLING SHALL t X53 �i it a BE EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS. 10. ALL OPERATIONS SHALL COMPLY WITH ORANGE COUNTY Q 'WI0,71 CODIFIED ORDINANCE DIVISION 6 (NOISE CONTROL). . 11. STOCKPILING AND/OR VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AS PRACTICABLE FROM DWELLINGS. 0 12. EROSION CONTROL DEVICES WILL BE MODIFIED AS i is NEEDED AS THE PROJECT PROGRESSES, AND PLANS OF THESE CHANGES SUBMITTED FOR PLAN CHECK AS REQUIRED. W 13. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE ca EROSION DAMAGE WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER. iii BENCH MARK BENCH MARK 3: NB1-4-71 DATUM: NAVD88 ELEVATIONS 7,828 OWNER PLAN PREPARER SOILS ENGINEER 2911 E. LAPALMA AVE, 470 WALD 470 WALD ANAHEIM, CA 92806 IRVINE, CA 92618 IRVINE, CA 92618 (714) 271-1646 (949) 453-9895 (949) 872-2582 m ADDRESS OF PROJECT: 1556 OCEAN BOULEVARD NEWPORT BEACH 3g" f Y 5 • atm t X53 �i it OWNER PLAN PREPARER SOILS ENGINEER 2911 E. LAPALMA AVE, 470 WALD 470 WALD ANAHEIM, CA 92806 IRVINE, CA 92618 IRVINE, CA 92618 (714) 271-1646 (949) 453-9895 (949) 872-2582 m ADDRESS OF PROJECT: 1556 OCEAN BOULEVARD NEWPORT BEACH 3g" LEGEND bk 5 ® 9.55 cone DESCRIPTI❑N W �ooc�1 a ¢ l.7 'I u o PILEASTER u (123.45) MEAS. ELEVATIONS a� ( ) REC. BRG. & DIST. (� - DECK ',�0 # BRICK WALL C w --------- BUILDING °s RESIDENCE 0 ' mmm ®® wiimiiiiii m ® mom= PROPERTY LINE u FENCE X X N.G. NATURAL GRADE P.P. POWER POLE WM WATER METER F,F• FINISH FLOOR G.F. GARAGE FLOOR e CONC. CONCRETE F. S. FINISH SURFACE M.H. MAN -HOLE P PLANTER K A.C. ASPHALT F T. G. TOP -GRATE i RdM SURVEYING INC RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@COX.NET z 0 53 u 0 9.37 u 0 u u z 04 9.40 Fs ------------------- 55 09.66 SET LEAD AND TAG FS STAMPED L.S. 4653 ON P.L. PROD., 2.00' FROM THE CORNER. 56 0 9.46 Ps z 0 z 0 L3 u u v 57 14 9.03, s- -- *_%22- G 09.51 --___ cP SET LEAD AND TAG STAMPED L.S. 4653 DM' P.L. PROD,, 2.00' FROM THE CORNER. 08 9.53 Fs Li 0 T❑P❑GRAPHIC SURVEY mile DATE: 2/16/2017 z 0 u U z z O U U z bk 5 ® 9.55 cone t9ek i i3-84.92 bld�line 5 '1.83 r ®®®� W �ooc�1 a ¢ l.7 'I u o z 1 010.0 w u NOTE: RECORD EASEMENTS ARE SURVEYOR OR ENGINEER SHALL MONUMENT PROPERTY CORNERS BEFORE STARTING GRADING. w a� (� t u ',�0 ED[SON C w °s RESIDENCE 0 ' RESIDENCE u u ' ' U LLw i z U # e CABLE TV u cly z ou I PROPERTY I CONC. sF� K SET LEAD F i 111.82 # _j ®pi r .��' z STAMPED L.S. 4653 O Mr44%'E RAD. 77 o�O,NAvCL�WG y ef^e 1®410.20 CONC. fUZ6 `$'r 14 10.11 C°NC. 1®210.15 CONC. ®110.21 u t9 u 90 NORTH 0' 8' 16' SCALES 1'=8' z bk 5 ® 9.55 cone t9ek i i3-84.92 bld�line 5 '1.83 r ®®®� W �ooc�1 a ¢ l.7 'I u o z 1 010.0 w u NOTE: RECORD EASEMENTS ARE SURVEYOR OR ENGINEER SHALL MONUMENT PROPERTY CORNERS BEFORE STARTING GRADING. NOT PLOTTED IF ANY. PERMANENTLY OR OFFSETS Ong t # ®1066 ',�0 ED[SON °s RESIDENCE 0 ' RESIDENCE u 069.75 ' ' (' tree # e CABLE TV u z ou I PROPERTY I CONC. sF� SET LEAD AND TAG 111.82 # _j ®pi ®�d43�8.63 LINE Fico o .��' z STAMPED L.S. 4653 Mr44%'E RAD. 77 o�O,NAvCL�WG y ef^e 1®410.20 CONC. fUZ6 `$'r 14 10.11 C°NC. 1®210.15 CONC. ®110.21 u t9 u 90 # # 1¢Q,}0.13 CONC. `JV 61rg .G8 Fs t9 tg 139 ® 10.29 P ----- --- l m m X ® ®m m m m m m p ® ® m m 0fror -____- 129 -FL 10.1 10.37 - CON(. fence Fence tee �� p CON(. u z o # 03j� # 85 0610.56 9.84FS �' ® 10.16 CONC. Fs '® F® CON(. 07 0.91 8811.19 6 Fs Ong rick S ®Z EDISON VAULT uo U 4��P # # 0 u #® 7 10.3 Vti` 71ti,� 10.0 U 0 a # P o B# u # PROPERTY o u w w LINE 10 u O� ® #® 10.42 w # u e z P o I�# ti��b v p w 1 1 'e 4 1®010.1 bk 5 3 t® 64 # 10511 deck1.65 RESIDENCE -_ _ Fe c® 11.65 ® p� Ft 37 ' 11.66FF _ 13 ® 9.83 tree p - p 6� - # bricks # ® O: L3 0 0 11.85 F u p = # 10.48 @ u gg 0 L u® u u 0 0 u u 6 PROPERTY * o. # 142 ® u '01 I 10. u u Ong conc9 LINE 6�te96 7�S w �'� u 0 # 60 co w �Q�J W 0 0: u Li g # bot 10. P S`v�P Q z S u w 0 a3 u o # O-' ' ® o �„� SET LEAD AND TAG u uu v ® 67 ®8993 # PROPERTY lol # ' J u ° E:;" oP�y o " STAMPED L.S. 4653 CONC. z u 110.2 82 CONL. ®10.31 10.47 0, zo u 0 p p # 010.0 LINE Fs CONC. - - 1®910.71 cp # # # e .t q C 7 RA bk 5 l ek N�7A7A°E RAD. ®s 10.94 # ®166 g® � N2602 P�24"E ( 6.871 Q z NZ7°04K6E B 32.22 o I z i 7<''T� ridge Q c' EDISON w 0 I r '® 10.90 0 I u v s� '05 u 25.00 I 10 ridge u � I z w 1 .0 I RESIDENCE SEWER C0__0 i O z ' u u z u z Z 0 ® u 11.5TW 9 81.84 f® 0.I {�' I btd' UJline UJ ft I I I � bk a tek I z -5.0-r® o u z5 S iw I. - I I� Z I ® i i z u ao w on Z O i Z 4lJ I � I I o I I w I I � I I Cl) I I to I I N I I z Z w OWNER; LEGAL DESCRIPTION: MARK HAUPERT LOT 15, TRACT NO. 518 lot is 2,680 sq. ft BENCH MARK: BENCH MARK 3: NB1-4-71 DATUM; NAVD88 ELEVATION: 7.828 PROJECT BENCH MARK: 0 INDICATES CHISLED BOX ON TOP OF CURB, ELEVATION =9.41 (AND RON MIEDEMA A N NO. 4653 EXP. 9/30/19 ti 0 ADDRESS OF PROJECT; 1556 OCEAN BOULEVARD NEWPORT BEACH 39