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HomeMy WebLinkAbout10_Sedghi Residence Coastal Development Permit_PA2017-146Rc' CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT ,, July 26, 2018 <IFp0.N�P Agenda Item No. 10 SUBJECT: Sedghi Residence (PA2017-146) • Coastal Development Permit No. CD2017-060 SITE LOCATION: 2141 Seville Avenue APPLICANT: SDK Atelier Inc. OWNER: Alireza Sedghi PLANNER: Chelsea Crager, Associate Planner 949-644-3227, ccrager(a)newportbeachca.gov LAND USE AND ZONING • Coastal Land Use Category: Single -Unit Residential Detached — (10.0 - 19.9 DU/AC) (RSD -C) • Coastal Zoning District: Single -Unit Residential (R-1) • General Plan Land Use Category: Single -Unit Residential Detached (RS -D) • Zoning District: Single -Unit Residential (R-1) PROJECT SUMMARY A request for a Coastal Development Permit (CDP) to allow the demolition of an existing single-family residence and the construction of a new 3,778 -square -foot, single-family residence with an attached garage. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices, and approximately 109 square feet of landscaping. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits. 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. CD2017-060 (Attachment No. ZA 1). 1 Sedghi Residence Zoning Administrator, July 26, 2018 Page 2 DISCUSSION Land Use and Development Standards • The 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 Land Use Category and Zoning Code. These designations provide for single -unit residential development. The property is located within the appeal area providing the possibility for a final action to be appealed to the California Coastal Commission. Additionally, a waiver for de minimis development cannot be issued because the site is within the appeal area. • The property is developed with an existing single-family residence on a lot designated for residential development. The design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. • The proposed single-family residence and accessory structures conform to all applicable development standards including floor area limit, setbacks, height, 9.0 feet (North American Vertical Datum of 1988) minimum finished floor elevation, and off-street parking as illustrated in Table 1 below: Table 1 — Development Standards Development Standard Standard Proposed Setbacks min. Front 6'-0" 6'-0" Sides T-0" S-0" Rear 0' 0' Allowable Floor Area (max.) 4,142 sq. ft. 3,778 sq. ft. Allowable 3rd Floor Area max. 311 sq. ft. 308 sq. ft. Open Space min. 311 sq. ft. 317 sq. ft. Parkin min. 2 -car aaraae 2 -car ciaraae Height (max.) 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permit. Permit issuance is also contingent on the inclusion of design mitigation TmpIC 01/17/17 Sedghi Residence Zoning Administrator, July 26, 2018 Page 3 identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. The development is set back approximately 250 feet from coastal waters. Due to the large distance, a Water Quality Management Plan and a Construction Pollution Prevention Plan are not required. A post -construction drainage system will be installed that includes drainage and percolation features designed to retain dry weather and minor rain run-off on-site to ensure the project does not impact water quality. Any water not retained on-site is directed to the City's storm drain system. Public Access 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. Vertical access to the bay front is available near the site on Channel Road where there is a public park and beach with access to the water. 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 Local Coastal Program development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. The project is designed to be consistent with applicable setbacks and will have the effect of framing and accenting the existing public coastal view corridor as viewed through the street end. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. The Class 3 exemption includes the construction of limited numbers of new, small structures, including one single-family Tmp1r. 01/17217 Sedghi Residence Zoning Administrator, July 26, 2018 Page 4 residence. The proposed project is a new single-family residence located in the R-1 Coastal Zoning District. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners of property and residential occupants within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting that was posted at City Hall and on the City website. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development within 14 days following the date of action. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: Chelsea Crager Associate Planner GBR/cc Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmpl[: 01/17/17 4 Attachment No. ZA 1 Draft Resolution 5 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-060 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE WITH ATTACHED GARAGE LOCATED AT 2141 SEVILLE AVENUE (PA2017-146) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by SDK Atelier Inc., with respect to property located at 2141 Seville Avenue, and legally described as Lot 106 of Tract 948, requesting approval of a Coastal Development Permit. 2. The applicant proposes the demolition of an existing single-family residence and the construction of a new 3,778 -square -foot, single-family residence with an attached garage. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices, and landscaping. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits. No deviations are requested. 3. The subject property is located within the Single -Unit Residential (R-1) Zoning District and the General Plan Land Use Element category is Single -Unit Residential Detached (RS- D). 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Single -Unit Residential — (10.0 - 19.9 DU/AC) (RSD -C) and the Coastal Zoning District is Single -Unit Residential (R-1). 5. A public hearing was held on July 26, 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 hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15315, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 0 Zoning Administrator Resolution No. ZA2018-### Paqe 2 of 6 2. Class 3 exempts the construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single-family residence located in the R-1 Coastal Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 4,142 square feet and the proposed floor area is 3,778 square feet. b. The proposed development complies with the required setbacks, which are six feet along the property line abutting Seville Avenue and three feet along each side of the property line. There is no required setback abutting the alley. The highest guardrail/parapet is 24 feet from established grade and the highest ridge is 29 feet from established grade. The proposed development complies with all height requirements. The proposed development provides a two -car garage, meeting the minimum parking requirement for a single-family residence. e. The proposed development exceeds the minimum 9.0 (North American Vertical Datum of 1988) top of slab elevation requirement for interior living areas of new structures. 2. The neighborhood is predominantly developed with two- and three-story single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The development is set back approximately 250 feet from the nearest bulkhead. Due to the large distance from coastal waters, a Water Quality Management Plan and a Construction Pollution Prevention Plan are not required. A post -construction drainage system will be installed that includes drainage and percolation features designed to retain dry weather and minor rain run-off on-site to ensure the project does not impact water quality. Any water not retained on-site is directed to the City's storm drain system. 01-03-17 Zoning Administrator Resolution No. ZA2018-### Paqe 3 of 6 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. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: 1. The project site is located 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. Vertical access to the bay front is available near the site on Channel Road where there is a public park and beach with access to the water. 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 Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-060, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 01-03-17 8 Zoning Administrator Resolution No. ZA2018-### Paqe 4 of 6 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 26TH DAY OF JULY, 2018. Patrick J. Alford, Zoning Administrator 01-03-17 9 Zoning Administrator Resolution No. ZA2018-### Paqe 5 of 6 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. CD2017-060 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. 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. 6. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 7. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 8. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 9. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 10. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 01-03-17 2� Zoning Administrator Resolution No. ZA2018-### Paqe 6 of 6 11. 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. 12. This approval shall expire and become void unless exercised within 24 months from the actual date of review authority approval, except where an extension of time is approved in compliance with the provisions of Title 21 Planning and Zoning of the Newport Beach Municipal Code. 13. 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 Sedghi Residence Coastal Development Permit including, but not limited to, Coastal Development Permit No. CD2017-060 (PA2017-146). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attomeys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 01-03-17 11 Attachment No. ZA 2 Vicinity Map 12 Sedghi Residence Zoning Administrator, July 26, 2018 Page 7 VICINITY MAP h ^' Subject N M K Property � ,4} 4k:1 .. moi.. '- 4% Eines, '•'( e _ '— rr Coastal Development No. CD2017-060 PA2017-146 2141 Seville Avenue TmpIC 01/17/17 2� Attachment No. ZA 3 Project Plans 14 AREA CALCULATIONS PROPERTY AREA BUILDABLE AREA BUILT AREA(FLR + GARAGE) BUILT AREA 2,667 S.F. 2,071 S.F. 1,723 S.F. 83% MAXIMUM SQUARE FOOTAGE 4,142 S.F. PROPOSED AREA 31778 S.F. THIRD FLOOR MAXIMUM AREAa308 PROPOSED AREA OPEN AREA CALCULATIONS GROUND FLOOR OPEN AREA 259 S.F. SECOND FLOOR OPEN AREA 58 S.F. TOTAL OPEN AREA 317 S.F. OPEN AREA REQUIRED 311 S.F. PLANTING SPACE HARDSCAPE 109 S.F. 854 S.F. SEDGH1 RESIDENCE COASTAL COMMISSION PACKAGE 2141 SEVILLE AVENUE NEWPORT BEACH, CA APRIL 3, 2017 SHEET INDEX A-1 SITE SURVEY A-2 PLOT PLAN A-3 OPEN SPACE PLAN A-4 FLOORPLANS A-5 FLOOR AREAS A-6 ELEVATIONS A-7 SECTIONS A-8 ROOF PLAN C1,C2 CIVIL GRADING PLANS SEDGHI RESIDENCE 2141 S.F. 1,706 SEVILLE 308 S.F. AVENUE S.F. 140 S.F. NEWPORT BEACH, CALIFORNIA DATE: JUNE 41 2018 FLOOR AREA TABULATION FIRST FLOOR SECOND FLOOR THIRD FLOOR TOTAL GARAGE PORCH MASTER DECK(2nd FLR) ROOF DECK 1(3rd FLR) ROOF DECK 2(3rd FLR) ZONING DISTRICT LEGAL DESCRIPTION mm 1,304 S.F. 1,706 S.F. 308 S.F. 3,318 S.F. 419 S.F. 41 S.F. 58 S.F. 626 S.F. 140 S.F. [IZE:34603VA$i R-1 ,K ARCHITECTURE + PLANNING Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com 15 SCALE: 8" = 1'-0" 'ONOO SITE SURVEY ONOO ^�ti o ALLEY ONOO I 5���0� ^0ap ONOO c \,OL-99t/=�:I) ONOO ONOO ONOO i„9 kc0090=JNOJ 4) o� , ONOO oNialine A�ols � oNialins )\2Jols � 0 O z ONOO q61 ^�� ONOO ONOO o ONOO n 'ONOO O z n w z p °� o O oy�° 0 oco� � Ui �I M i o y6 I A O z M1Z9 ZO �'L�' S” l ��£ pLl �e o pz T �� •ON°� ,,y �,OL-96£=2i 0 �+ I (u8 kc0090—Q) ONOO ONOO -- -- - "ONOO - - - - - /01�) ONOO oNialine �l jols Z 'ONOO �NO ONOO5� OO ssvao ssvaO ss"D O - ---� yw OV `'�� 00 �7 OV km O Oy .5 y o 1� p0 O � SEVILLE � Iov i ov ov ov _ — 6 40 )� SEDGHI RESIDENCE 2141 SEVILLE AVENUE NEWPORT BEACH, CALIFORNIA DATE: JUNE 4, 2018 erK Pi 9 D Pi 2 ARCHITECTURE + PLANNING Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com A-1 10 SCALE: Ill = 1'-0" PLOT PLAN ZMINI ME] SEDGHI RESIDENCE 2141 SEVILLE AVENUE NEWPORT BEACH, CALIFORNIA DATE: JUNE 4, 2018 ,K ARCHITECTURE + PLANNING Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com A111111112 s7 SCALE: 4" " = 1'-0 NEW 6'-0" GATE EXISITING 6'-0" FENCING NEW 6'-0" GATE NEW 42" WALL NEW 6'-0" GATE NNW 1111II11 OR m 0 1 2 3 4 6 AREA CALCULATIONS PROPERTY AREA 21667 S.F. BUILDABLE AREA BUILT AREA(FLR + GARAGE) BUILT AREA 2,071 S.F. 1,723 S.F. 83% MAXIMUM SQUARE FOOTAGE 4 142 S.F. PROPOSED AREA 3,778 S.F. THIRD FLOOR MAXIMUM AREAS. PROPOSED AREA 3087 OPEN AREA CALCULATIONS GROUND FLOOR OPEN AREA 259 S.F. SECOND FLOOR OPEN AREA 58 S.F. TOTAL OPEN AREA 317 S.F. OPEN AREA REQUIRED 311 S.F. PLANTING SPACE 109 S.F. HARDSCAPE 854 S.F. PG PODOCARPUS GRACILIOR FERN PODOCARPUS O ANIGOZANTHOS KANGAROO PAWS YELLOW © LEUCADENDRON SAFARISUNSET EXISITING 6-0" FENCING EXISITING 42" WALL OPEN SPACE CALCULATIONS SEDGHI RESIDENCE 2141 SEVILLE AVENUE NEWPORT BEACH, CALIFORNIA DATE: JUNE 41 2018 mm ARCHITECTURE + PLANNING Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com A-3 L a 111 71111, 19'-2 1/2" I ,I I I I BEDRM 2 F ry 13'-3" x 14'-10" I li I I I 0 I I BA.2 I I I II II II I I I I II I I N I X X�F J�L�Ji�'y 15 15 BEDRM.3 12'-0" x 13'-0" .m �I OFFICE 8'-0" x 11'-9" M. BA. W.I.0 i II II I RETREAT 9'-3" x 10'-9" LG.) ' I C I I i 3'-7 1/2"I I I I MASTER N II � DECK MASTER BEDRM. 17'-1" x 15'-9" (10'-0" CLG.) 9'-2 1/2" 20'-3" SECOND FLOOR AREA TABULATION U V] 171, 3'-1 " o I C'7 C? 33'-1 1/2" 19'-2 1/2" r I DINING I 11'-7" x 17'-0" (8'-0" CLG.) I II COURTYARD I i II I II 6'-7 7/8" 5'-0" I II ENTRY (9'-0" CLG.) II I 37-7 11/2� I I I II I I PORCH II 3-91/ "I I II 11'-0 3/4" FIRST FLOOR rl 76S. GARAGE 1 S.F. SECOND FLOOR PORCH 41 S.F. THIRD FLOOR MASTER DECK(2nd FLR) 58 S.F. TOTAL 31318 S.F. ROOF DECK 1(3rd FLR) 626 S.F. ROOF DECK 2(3rd FLR) 140 S.F. SCALE: 4" = 1'-0" F LOO R P LAN Sl,,,,,,13, 3 S. Q. F. T. SEDGHI RESIDENCE 4 BED / 4.5 BATH - 2 CAR GARAGE 2141 SEVILLE AVENUE NEWPORT BEACH, CALIFORNIA DATE: JUNE 41 2018 BEDRM.4 12'-3" x 10'-0" �/ — — —�j KITCHEN (8'-0" CLG.) 3'-0 y — — — — — — — — — — — — — — — — J ------------- a c+ 20'-Y IRST FLOOR I I ARCHITECTURE + PLANNING Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com A-4 19 4 SQ. FT. T-8" x 6" DECK SCALE: 4" = 1'-0" THIRD FLOOR ROOF DECK 1 ROOF DECK 2 308 S.F. 626 S.F. 140 S.F. FLOOR V-11" x T-9" DECK SECOND FLOOR MASTER DECK AREA CALCULATION 1,706 S.F. 58 S.F. FIRST FLOOR PORCH GARAGE SEDGHI RESIDENCE 2141 SEVILLE AVENUE NEWPORT BEACH, CALIFORNIA DATE: JUNE 41 2018 1,304 S.F. 41 S.F. 419 S.F. mm 6 SQ. FT. 10" x 6-9" EPLACE PROJECTION D K ARCHITECTURE + PLANNING Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com A-5 �o ---rr II II II LEFT + WW ¢ G F- WWC ¢ < z ZO ZO LL F- J LL Y O CZF- d Z UF - m Z 0C P -C � N W Ce � d LL RIGHT SCALE: 4" = 1'-0" i7 M 0 n NOTE: HEIGHT CERTIFICATION REQUIRED r cW H ww w Z0 ZO 0 1 ZQ YO r0 m z d z w O � N W Ce � d LL I--1----------- I --- NOTE: HEIGHT CERTIFICATION 1 REQUIRED ELEVATIONS AVG. GRADE - 10.31 '. PLT. c ro FIN. LOOR TAP. PLT. SCALE: 1/4'=1'-0" AVG. GRADE - 10.31 C Nil 7 WINDOW -10 AVG. 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I WINDOW I HEAD FIN. FLOOR � SCALE: 1/4"=1'-0" REAR SEDGHI RESIDENCE 2141 SEVILLE AVENUE NEWPORT BEACH, CALIFORNIA DATE: JUNE 41 2018 SCALE: 1/4"=V 0" b9 Pe, K ARCHITECTURE + PLANNING Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com A-6 21 SCALE: 4" = 1'-0" SECTIONS SCALE: 1/4'=1'-0" Pi910IK1DiL FIN. FLOOR TOP. PLT. WINDOW. EO FIN. FLOOR IN MASTER BEDRM. TOP. PLT. WINDOW HEAD 11 1 LIVING ROOM FIN. FLOOR IN TOP. PLT. WINDOW FIN. FLOOR SECTION B -B BONUS COVERED ROOM OUTDOOR SPACE WINDOW HEAD W.I.C. OFF E BATH 3 BEDROOM 3 C Qo FIN. FLOG TOP. PLT. WINDOW HEAD KITCHEN P NTR BA H 4 BEDROOM 4 C io FIN. N��c NOTE: PERIMETER FOOTING O LOWEST ADJACENT GRADE I H H SHORING TO PROTECT PUBL Q0 � DAMAGE, EXTERIOR WALL C � R LOCATION OF PROPERTY 1-It � REFER TO STRUCTURAL DEl x SCALE: 1/4'=1'-0" SEDGHI RESIDENCE 2141 SEVILLE AVENUE NEWPORT BEACH, CALIFORNIA DATE: JUNE 41 2018 SCALE: 1/4"=1'-0' pJ4ONI.Z•��d� FIN. FLOOR TOP. PLT. WINDOW. FIN. b9 _ ARCHITECTURE + PLANNING P Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com A-7 SCALE: 1/4'=1'-0" SEDGHI RESIDENCE 2141 SEVILLE AVENUE NEWPORT BEACH, CALIFORNIA DATE: JUNE 41 2018 SCALE: 1/4"=1'-0' pJ4ONI.Z•��d� FIN. FLOOR TOP. PLT. WINDOW. FIN. b9 _ ARCHITECTURE + PLANNING P Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com A-7 SCALE 111 = 1'-011 4 ROOF PLAN APET WALL RHANG "HIRD FLOOR WALL 3LD. WALL APET WALL SEDGHI RESIDENCE 2141 SEVILLE AVENUE NEWPORT BEACH, CALIFORNIA DATE: JUNE 4, 2018 m _ _ ,����z ARCHITECTURE + PLANNING Irvine, California 92618 Tel: 949.585.9167 www.sdkatelier.com A-8 2s CITY OF NEWPORT BEACH - BUILDING DEPARTMENT GENERAL GRADING SPECIFICATION l7PATirn AT 1. "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." 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT." 3. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 4. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 5. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 6. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. 7. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 8. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 9. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 10. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 11. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 12. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 13. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 14. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 15. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. 16. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REOUIRED INSPECTIONS 1. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE -PAVING MEETING SHALL HE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESFGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES, REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. REVISION APP'D. BY DATE BY I DATE PREPARED BY: COAST ENGINEERING DESIGNS, INC. 10231 SLATER AVE., SUITE 201 FOUNTAIN VALLEY, CA. 92708 PH. (714) 593-0337 CIVIL AND STRUCTURAL ENGINEERS SOILS REPORT CONCLUSIONS AND GRADING RECOMMENDATIONS BASED ON THE FINDINGS OF THIS STUDY, THE PROPOSED DEVELOPMENT IS ACCEPTABLE FROM A GEOTECHNICAL STANDPOINT, PROVIDED THAT THE RECOMMENDATIONS PRESENTED IN THIS REPORT ARE PROPERLY INCORPORATED INTO THE DESIGN AND CONSTRUCTION PHASES OF THE PROJECT. GRADING RECOMMENDATIONS GENERAL GRADING SIGNIFICANT PLANNED GRADING IS NOT ANTICIPATED FOR THE PROPOSED DEVELOPMENT. GRADING SHOULD BE ACCOMPLISHED UNDER THE OBSERVATION AND TESTING SERVICES OF THE PROJECT SOILS ENGINEER IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED HEREIN, THE APPLICABLE GRADING ORDINANCE OF THE GOVERNING JURISDICTION, AND THE MINIMUM REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CBC 2016). WHEN CODE REFERENCES ARE NOT EQUIVALENT, THE MORE STRINGENT CODE SHOULD BE FOLLOWED. ALL APPLICABLE REQUIREMENTS OF LOCAL AND NATIONAL CONSTRUCTION AND GENERAL INDUSTRY SAFETY ORDERS, THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), AND THE CONSTRUCTION SAFETY ACT SHOULD BE MET. OVEREXCAVATION PAD GRADE FOR THE PROPOSED NEW CONSTRUCTION IS ESSENTIALLY AT, OR, NEAR ITS PROPOSED FINAL GRADE. THEREFORE, PLANNED CUT AND FILL GRADING TO BRING THE SITE TO ITS FINAL CONFIGURATION SHOULD BE RELATIVELY MINOR. HOWEVER, DUE TO POTENTIAL DISTURBANCE DURING DEMOLITION OF THE EXISTING STRUCTURE AND ALSO LOSE TO MEDIUM DENSE NATURE OF THE NEAR SURFACE FILL, REMEDIAL GRADING WILL BE NECESSARY TO PREPARE THE PAD FOR THE NEW BUILDING FLOOR SLAB ADDITION. WE RECOMMEND MINIMALLY OVEREXCAVATING THE UPPER 18 INCHES OF THE FINISHED SUBGRADE BENEATH THE NEW MAT SLAB AND REPLACING IT AS PROPERLY COMPACTED FILL. THE COMPACTED FILL IS TO PROVIDE A SUBGRADE SOIL WITH RELATIVELY UNIFORM MOISTURE AND STIFFNESS DIRECTLY UNDER THE PROPOSED MAT SLAB. A DEEPER REMOVAL MAY BECOME NECESSARY UPON OBSERVATION OF THE ACTUAL REMOVAL EXPOSURE DURING CONSTRUCTION. THE OVEREXCAVATION AREA SHOULD EXTEND AT MINIMUM 1.5 FOOT BEYOND THE BUILDING FOOTPRINT IN EACH OPEN DIRECTION. THE REMOVED EARTH MATERIALS MAY BE RE -USED AS PROPERLY PLACED AND COMPACTED FILL, PROVIDED THAT ALL PLANTER SOILS CONTAINING ORGANIC MATERIALS AND ROOTLETS ARE REMOVED AND DISPOSED OFFSITE. PRIOR TO FILL PLACEMENT, THE OVER -EXCAVATED SURFACE SHOULD BE SCARIFIED TO A DEPTH OF 6 INCHES, MOISTURE CONDITIONED AS NECESSARY AND RE -COMPACTED IN-PLACE TO ACHIEVE A MINIMUM 90 PERCENT RELATIVE COMPACTION - BASED ON ASTM D1557 LABORATORY COMPACTION STANDARD. REMEDIAL GRADING SHOULD BE CONDUCTED UNDER DIRECT FIELD OBSERVATION AND TESTING SERVICES OF THE GEOTECHNICAL CONSULTANT. ALL FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT DEPTH OF 30 INCHES BELOW THE LOWEST ADJACENT FINISHED SUBGRADE. FILL PLACEMENT FILL, IF ANY, SHOULD BE PLACED IN RELATIVELY THIN LIFTS (6 TO 8 INCHES LOOSE), BROUGHT TO AT LEAST 1 TO 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT, AND THEN COMPACTED TO ACHIEVE A MINIMUM OF 90 PERCENT OF THE LABORATORY STANDARD (ASTM D-1557). IMPORT MATERIALS, IF ANY, SHOULD BE COMPATIBLE WITH THE ON-SITE SOILS (VERY LOW EXPANSION POTENTIAL), AND SHOULD BE OBSERVED AND EVALUATED FOR SUITABILITY BY THE SOILS ENGINEER, AT LEAST 72 HOURS PRIOR TO IMPORTING TA THE SITE. STRUCTURAL FOUNDATION DESIGN THE FOLLOWING FOUNDATION DESIGN RECOMMENDATIONS ARE PRESENTED AS MINIMUM CRITERIA FROM A GEOTECHNICAL ENGINEERING STANDPOINT. RECOMMENDATIONS BY THE PROJECT'S STRUCTURAL ENGINEER OR ARCHITECT, WHICH MAY EXCEED THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS, SHOULD TAKE PRECEDENCE OVER THE FOLLOWING MINIMUM REQUIREMENTS. DESIGN AND CONSTRUCTION CRITERIA FOR THE PROPOSED IMPROVEMENTS SHOULD COMPLY WITH CHAPTERS 16 AND 18 OF THE CBC 2016, AND THE GOVERNING JURISDICTION'S REQUIREMENTS. AS STATED PREVIOUSLY, BECAUSE OF THE POSSIBILITY OF POTENTIAL SOIL LIQUEFACTION AND LOSS OF STRENGTH, THE STRUCTURAL FOUNDATION BELOW THE PLANNED BUILDING SHOULD CONSIST OF A MAT SLAB WITH THICKENED PERIMETER FOOTINGS. THE FOLLOWING GEOTECHNICAL RESISTANCE PARAMETERS HAVE BEEN SIGNIFICANTLY REDUCED TO ACCOUNT FOR POSSIBILITY OF SOIL LIQUEFACTION AT DEPTH. BEARING VALUE AN ALLOWABLE BEARING VALUE OF 1,250 POUNDS PER SQUARE FOOT (PSF) MAY BE USED, UNDER DEAD PLUS LIVE LOAD CONDITION FOR DESIGN OF CONTINUOUS FOOTINGS WHICH ARE AT LEAST 15 INCHES WIDE, AND HAVE A MINIMUM EMBEDMENT DEPTH OF 30 INCHES BELOW THE LOWEST ADJACENT GROUND SURFACE; AND FOR PAD FOOTINGS THAT ARE AT LEAST 24 INCHES WIDE, AND ARE EMBEDDED 30 INCHES BELOW GRADE. THE BEARING VALUE MAY BE INCREASED BY 10 PERCENT FOR EACH ADDITIONAL FOOT OF EMBEDMENT OR WIDTH, TO A MAXIMUM VALUE OF 2,000 PSF. THESE BEARING VALUES MAY BE INCREASED BY ONE-THIRD, WHEN CONSIDERING SHORT DURATION SEISMIC OR WIND LOADS. FINAL FOOTING SIZES AND STEEL REINFORCEMENT REQUIREMENT SHOULD BE DETERMINED BY THE PROJECT STRUCTURAL ENGINEER, OR ARCHITECT. k11Akill ■:1X.161/9![a]2 LATERAL LOADS CAN BE RESISTED BY FRICTION ACTING AT THE BASE OF FOUNDATION, AND BY PASSIVE EARTH PRESSURE AGAINST THE SIDE OF FOUNDATION. FOR FOOTINGS RESTING ON COMPACTED FILL SOILS COMPRISED OF NEAR SURFACE SITE MATERIALS, A COEFFICIENT OF FRICTION OF 0.35 MAY BE USED WITH NORMAL DEAD LOAD FORCES. FOR FOUNDATIONS PLACED DIRECTLY AGAINST COMPACTED FILL SOILS, AN ALLOWABLE PASSIVE EARTH PRESSURE EQUIVALENT TO A FLUID HAVING A DENSITY OF 175 POUNDS PER CUBIC FOOT (PCF) MAY BE ASSUMED. IN CASES WHERE FOOTING SIDES ARE FORMED, ALL Coast Engineering Designs Inc. OT Civil and Structural Engineers 4/26/2018 BACKFILL PLACED AGAINST FOOTINGS SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY, AS DETERMINED PER ASTM D-1557. WHEN COMBINING PASSIVE PRESSURE AND FRICTIONAL RESISTANCE, THE PASSIVE PRESSURE COMPONENT SHOULD BE REDUCED BY ONE-THIRD. ADDITIONAL FOUNDATION RECOMMENDATIONS 1. ALL PERIMETER WALL FOOTINGS SUPPORTING TWO-STORY FLOOR LOADS SHOULD BE AT MINIMUM 15 INCHES WIDE, WHILE THOSE SUPPORTING THREE STORIES SHOULD BE MINIMUMI8 INCHES WIDE. ALL ISOLATED SQUARE OR RECTANGULAR PAD FOOTINGS, SHOULD BE AT MINIMUM 24 INCH WIDE. 2. TO MINIMIZE DIFFERENTIAL MOVEMENTS BETWEEN VARIOUS FOUNDATION ELEMENTS, IN ACCORDANCE WITH CALIFORNIA SPECIAL PUBLICATION 117, THE BUILDING SHOULD BE SUPPORTED BY 12 -INCH MAT SLAB WITH PERIMETER DEEPENED FOOTINGS TO ACCOMMODATE POTENTIAL SOIL LIQUEFACTION. 3. ALL PERIMETER FOOTINGS SHOULD HAVE A MINIMUM EMBEDMENT DEPTH OF 30 INCHES BELOW THE LOWEST ADJACENT FINISHED SUB -GRADE. THE FOOTINGS SHOULD BE MINIMALLY REINFORCED WITH TWO NO. 5 REINFORCING BARS PLACED NEAR THE TOP OF THE FOOTING, AND TWO NO. 5 REINFORCING BARS PLACED NEAR THE BOTTOM. HOWEVER, THE ACTUAL REINFORCEMENT REQUIREMENT MAY BE MORE STRINGENT AND SHOULD BE DESIGNED AND EVALUATED BY THE PROJECT STRUCTURAL ENGINEER. 4. A REINFORCED GRADE BEAM, AT LEAST 12 INCHES WIDE AND 18 INCHES DEEP, SHOULD BE PROVIDED ACROSS ANY WIDE OPENINGS OR ENTRANCES. THE BASE OF THIS REINFORCED GRADE BEAM SHOULD BE AT THE SAME ELEVATION AS THE BOTTOM OF THE ADJOINING FOOTINGS. 5. CONCRETE FLOOR MAT SLAB SHOULD BE CAST OVER A MINIMUM 4 -INCH CLEAN GRAVEL LAYER. IN ACCORDANCE WITH THE CALGREEN 2016, SECTION 4.505.2. 1 MANDATORY CODE REQUIREMENT, A 4 INCH THICK BASE OF '/< INCH OR LARGER CLEAN AGGREGATE SHOULD BE PROVIDED BELOW THE FLOOR SLABS TO ACT AS A CAPILLARY BREAK. PER CODE, THIS LAYER SHOULD BE COVERED WITH A MINIMUM 10 MIL MOISTURE RETARDING MEMBRANE. A MINIMUM 2 INCH LAYER OF SAND MAY BE PLACED OVER THE MEMBRANE PRIOR TO CASTING CONCRETE FLOOR SLAB TO HELP PREVENT BLEEDING, CRACKING AND CURLING OF THE FLOOR SLAB AS DETERMINED BY THE PROJECT STRUCTURAL ENGINEER. CARE SHOULD BE TAKEN TO PROPERLY SEAL ALL LAP JOINTS AND TO AVOID PUNCTURING THE MEMBRANE DURING CONSTRUCTION. FROM A GEOTECHNICAL ENGINEERING STANDPOINT, THE MAT SLAB SHOULD BE RIGID ENOUGH IN ORDER TO SPAN AND TOLERATE THE SEISMIC DIFFERENTIAL SETTLEMENTS AS A RESULT OF POTENTIAL LIQUEFACTION. THE MAT SLAB SHOULD BE AT MINIMUM 12 INCHES THICK AND SHOULD BE MINIMALLY REINFORCED WITH DOUBLE MAT OF NO. 4 BARS PLACED AT 12 INCHES ON CENTER IN EACH DIRECTION NEAR THE TOP AND BOTTOM. HOWEVER, FINAL MAT THICKNESS AND REINFORCEMENT REQUIREMENTS MAY BE MORE STRINGENT AND SHOULD BE DESIGNED AND EVALUATED BY THE PROJECT STRUCTURAL ENGINEER, AND, OR ARCHITECT BASED ON THE GEOTECHNICAL PARAMETERS PROVIDED IN THIS REPORT. REINFORCEMENTS SHOULD BE PROPERLY SUPPORTED TO ENSURE THE DESIRED PLACEMENT WITHIN THE MAT SLAB, AS DETERMINED PER THE PROJECT STRUCTURAL ENGINEER. 6. THE SUBGRADE SOIL BELOW THE CONCRETE SLAB SHOULD BE MOISTURE CONDITIONED TO AT LEAST 1 TO 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT, AND TO A MINIMUM DEPTH OF 12 INCHES BELOW THE FINISHED SUBGRADE. THE PRE-SOAKING OF THE SUBGRADE SOILS SHOULD BE VERIFIED BY THE SOILS ENGINEER WITHIN 48 HOURS OF POURING THE CONCRETE SLAB. 7. SOIL GENERATED FROM FOOTING EXCAVATIONS TO BE USED ONSITE SHOULD BE COMPACTED TO A MINIMUM 90 PERCENT RELATIVE COMPACTION WHETHER IT IS TO BE PLACED INSIDE THE FOUNDATION PERIMETER, OR IN THE SURROUNDING AREAS. THIS MATERIAL MUST NOT ALTER POSITIVE DRAINAGE PATTERNS AWAY FROM THE STRUCTURAL AREAS AND TOWARD THE APPROPRIATE OUTLET POINTS. 8. ALL FOOTING EXCAVATIONS SHOULD BE OBSERVED AND APPROVED BY THE GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF CONCRETE FORMS AND REINFORCEMENTS. ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 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 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 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ( CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS) OWNER INFORMATION: ALI SEDGHI 1024 BAYSIDE DR. STE. 340 NEWPORT BEACH, CA 92660 949-636-2666 DOCUMENTATION t. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. GENERAL NOTES: 1. THE APPLICANT SHALL OBTAIN RIGHT OF ENTRY FROM ADJACENT PROPERTY OWNERS FOR ALL WORK ADJACENT TO PROPERTY LINES. 2. ALL GRADING SHALL BE PERFORMED PER SOILS REPORT. 3. SOILS ENGINEER SHOULD BE RETAINED TO OBSERVE ALL GRADING OPERATIONS AND THE REQUIRED TESTING FOR IMPLEMENTING THE RECOMMENDATIONS OF THEIR REPORT. 4. ANY DAMAGED DONE TO EXISTING STREET IMPROVEMENTS AND UTILITIES SHALL BE REPAIRED. 5. THE LOCATION AND PROTECTION OF UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. 6. GRADES SHALL VARY UNIFORMLY BETWEEN SPOT ELEVATIONS SHOWN. 7. SHOULD THE CONTRACTOR FIND ANY DISCREPANCY OR OMISSIONS FROM THE PLANS, HE SHALL NOTIFY THE ENGINEER AT ONCE TO OBTAIN CLARIFICATION PRIOR TO STARTING CONSTRUCTION. 911 9. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF THE SITE TOPOGRAPHY. THE TOPGRAGRPHIC MAP WAS PERFORMED BY OTHERS. PREPARED UNDER SUPERVISION OF FARHAD REZAI R.C.E. 39868 DRAWN: CHECKED BY RECOMMENDED: APPROVED CITY ENGINEER LEGAL DESCRIPTION SOILS ENGINEER: THIS PLAN HAS BEEN REVIEWED AND VERIFIED TO BE IN CONFORMACE TO THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION, PREPARED BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. PROJECT NO. 17G226 -1R DATED JANUARY 15, 2017. SOILS ENGINEER DATE APPLIED GEOTECHNICAL, INC. 27462 PORTOLA PARKWAY, SUITE 201 LOT 106, TRACT NO. 948 FOOTHILL RANCH, CA 92610 IN THE CITY OF NEWPORT BEACH, CALIFORNIA. (949) 305-6466 PROJECT NO. 1705-12 TITLE SHEET REPORT DATE: MAY 25, 2017 LETTER DATE: MAY 25, 2017 DATE 04-26-18 2141 SEVILLE AVE. NEWPORT BEACH, CA LOT 106 OF TRACT MAP 948 R.C.E. I I CITY OF NEWPORT BEACH BUILDING DEPT. 1 PLAZA DEL NORTE CIR 2 PLAZA DEL SUR 3 SERRW AV 4 GRANADA AV 4f� I~ PAW Soo % 6 Ce 1�; PACIFIC OXW VICINITY MAP N.T.S. r n nAT" P ASPHALT CONCRETE______________ A/C, A.C. BACK OF WALK _________ BW BLOCK WALL BOTTOM BOT. BUILDING _________ BLDG. CHAIN LINK FENCE -o- CONCRETE _____________ CONC. CONSTRUCT ______ CONST. CORNER BUILDING __________CB CORNER CONCRETE _____________CC CRUSHED AGGREGATE BASE _____-------CAB DOWN SPOUT ___________ DS EXISTING__________________ EX, EXIST. EXISTING CONTOUR -------- 71.5 --------- EXISTING DRIVEWAY APPROACH EXISTING ELEVATION __________(71.5) FINISH FLOOR ELEVATION ________ FFE FINISH GRADE _____________ FG FINISH SURFACE __________ FS GRADE BREAK _________________ GB HIGH POINT _________________ HP INVERT ________ INV LOW POINT _ ______________ LP ON CENTER _________________ 0/C, O.C. OVER HEAD LINES _______________ OHL PLANTING AREA ____________________ PA PORTLAND CEMENT CONCRETE __________ PCC POWER POLE ____ _______ PP PRESSURE TREATED____________ PT PROPERTY LINE PROPOSED CONTOUR 31 PROPOSED ELEVATION ________________72.0 ROOF DOWN SPOUTS AND SPLASH BLOCK RD SANITARY SEWER ________________ S SANITARY SEWER MANHOLE ______ SSMH SEWER LATERAL AND CLEANOUT ______ S ______- SITE LIGHT BASE p - STORM DRAIN ______________ SD STORM DRAIN MAN HOLE _________ SDMH STREET ---------------------- ST. STREET LIGHT __________________ STLT STREET LIGHT PULL BOX ___________ SLPB TELEPHONE BOX TBX TOP OF BRICK _________ TB TOP OF CONCRETE ______________ TC TOP OF CURB, FLOW LINE _________ T/C, FL TOP OF GRATE _________ TO TOP OF PAVING _______ TP TOP OF WALL, TOP OF FOOTING _____ TW, TF TRAFFIC SIGNAL PULL BOX TSPB WATER LINE ________ W WATER METER WM WATER SERVICE LINE ______ W 7 DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG NERCflOUiD SERVICE ALERT OF SOUTHERN CALIFORNIA "CAUTION": REMEMBER THAT THE USA CENTER NOTIFIES ONLY THOSE UTILITIES BELONGING TO THE CENTER. THERE COULD BE OTHER UTILITIES PRESENT AT THE WORK SITE. THE CENTER WILL INFORM YOU OF WHOM THEY WILL NOTIFY. J.N. 24-2016 C I SHEET OF 2 w ON SITE CONSTRUCTION NOTES: LLJ Q o � J CONSTRUCT 42" WALL. SEE ARCHITECTURAL PLANS. (BY SEPARATE PERMIT) z z _ � 22 SAWCUT & JOIN } 4' VERIFY =o N 0:: w a 4.38' VERIFY PE, R ARCH. N � W/ ARCH. 1- 3� CONSTRUCT DECORATIVE HARDSCAPE PER ARCHITECTURAL PLANS. w PLAN w ¢ o PI_ LAN _R INSTALL AREA DRAIN PER DETAIL 3/- �FENCENYL 3b 3 w 3 �� (E) WOOD �- - - �- _ x INSTALL 4°0 PVC SDR 35 DRAIN PIPE WITH 0.5% SLOPE PROTECT IN IAft IN PRO w Ac INSTALL 4"0 PVC SDR 35 PERFORATED DRAIN PIPE SLOPE PER PLACE r FIFE = 11.06 PER PLAN �� PLACEv CcPLAN IN GRAVEL AND GEOTEXTILE FABRIC FILTER PER DETAIL SHOWN HEREON. 70 SANDBAGS PER DETAIL SHOWN ALONG RIGHT OF WAYS AND 5 PROPERTY LINES " "" " " " " INSTALL 4"0 PVC SDR 35 PERFORATED DRAIN PIPE SLOPE PER 0 5 1.5' PER BOTTOM OF OVEREXCAVATION TO BE J GEO REP. VERIFIED BY GEO-TECHNICAL ENGINEER PLAN IN GRAVEL AND GEOTEXTILE FABRIC FILTER PER DETAIL 1/- CONNECT ROOF DOWNSPOUT TO DRAIN LINE. x z TYPICAL TRANSVERSE SECTION SNOWING EXTENT OF �_� (E) A/C 10 CONCRETE BOTTOMLESS TRENCH DRAIN PER DETAIL 2/- a w a OVER -EXCAVATION AND RE -COMPACTION PER GEO-TECHNICAL REPORT SEVILLE PAVEMENT o -- H LTJ U z SECTION Al -A1 _ S 1 ----=T---- `� � °' 9.62 FL ° EX. CONCRETE 2, _ _.--- OFF SITE CONSTRUCTION NOTES: SCALE: 1" = 4' --------------- - ------ N ------------ --�+ ---CURB --- ----- °--------- --- --r-w. -----� ----------------- NOTES: LIGHT BOX )1. REQUIRE A SEPARATE PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT GRASS LS 23 22 ST. LIGHT II 2. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT OF WAY SHALL BE - - - PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED (E) CONC.-AEEEY-- 2. I o GENERAL ENGINEERING CONTRACTOR. N. 10.31 FS I FIFE = 11.06 PER PLAN 27 I -- 3. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT OF WAY SHALL BE PAVING 2 N . 26 PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A r 12" MIN. OVEREXCAVATION 8 L 35 C C �, > o �0, LICENSED GENERAL ENGINEERING CONTRACTOR. PAD 9.56 PER PLANPER _ °- - - - - -'- = - - _ -�' _ '•D QJ°. 3' 18 0� R-396'' t 21 CORE DRILL CURB FOR 4" PVC, SCH. 40 RESIDENTIAL LOT DRAIN PER CITY STD. SEE SHORING PLAN GEO-TECHINICAL 184-L. ENSURE DRAIN DOES NOT INTERFERE WITH STREET LIGHT PULL BOX WHEN CUI EXCEEDS-73-��� -X _ 10.25TG REPORT.�c x xx TO:SOF - 10.36FS_.,,_ LS 4 40:80E -S GB% 9.721NV 22 SAWCUT & REMOVE CONCRETE WALK F _: -1038 S 0. SFS, (10 43) 23 INSTALL 36" BOX LAURUS NOBLIS. PLANT 10' MIN. AWAY FROM STREET LIGHT. SE6 ON A2 -A2 - ,� 10.80FS - •LCA - - - . ---i (t2.22Tw SCALE: 1 " = 4' �� /� � z �\ (10.33FS)8 CD o o Oi- 24 CONSTRUCT NEW SEWER CLEAN OUT PER CITY STANDARDS STD -406-L. Ln o °4 3 10. 7F,S 4 25 PROTECT EXISTING WATER SERVICE AND METER IN PLACE. Ln EVEL .FS.=.10.4 �� ° CONC. 3" 6" -- -L- EL -FS -..80_ 10.94FS ❑ //I 26 RECONSTRUCT CONCRETE SIDEWALK ALONG THE PROERTY FRONTAGE PER CITY SLAB PROPOSED BLDG. SOIL PROPOSED BLDG. 1STANDARD STD -180-L. FFE=11.06 FFE=11.06 0 2t &_ANIGOZANTHOS "KANGAROO PAWS YELLOW" 1 % 11.04FS 11.04FS 10 FS 2% o N (10.87FF) / Nv$ NOTES PAD=9.56 PAD=9.56 v O �9.931NV 4 10.6 TG 9 S 1 TYP 5 / 1. INSTALL TEMPORARY 6 FEET HIGH PERIMETER FENCE WITH MESH FABRIC COVERING FOR W 5 5 CONSTRUCTION AND DUST CONTROL TYP. SILL PLATE/EARTH SEPARATION DETAIL ■ �__ 4 10.6 G �;� o cD 0 F_ 9.81 _ Al 2. SEE ARCHITECTURAL PLANS FOR HORIZONTAL CONTROLS (I.E. BUILDING DIMENSIONS, PER CITY OF NEWPORT DRAINAGE DEATILS � SETBACKS, BLOCK WALLS, ETC.) in 1-91 9.97 1 3. LOCATION OF EXISTING SEWER HOUSE CONNECTION IS APPROXIMATE, TO BE VERIFIED BY NDS POLYETHYLENE WITH U.V. INV INHIBITOR/CAST IRON/GALVANIZED O THE PROJECT CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. NDS 6" SQUARE GRATE WITH ' IRIDG ADAPTER 9.98 _ 10.81 FJ �0. iF 1 Z 4. SITE TO BE COMPLETELY CLEARED OF ALL EXISTING STRUCTURES, WHICH ARE SUPPOSED I 0 TO BE DEMOLISHED 4" MINIMUM CONCRETE COLLAR N �l D FFE= 11 ■C0c6 10 SLOPE TO DRAIN SLOPE TO DRAIN °� 10.65TG 4 PAD= 9.56 ao 22%- 5. THE SOILS ENGINEER SHALL PROVIDE INSPECTION FOR THE SITE CLEARING AND GRADING O �� 10.00INV o I 8 (t0s) IN ORDER TO CERTIFY THAT GRADING WAS DONE IN ACCORDANCE WITH THE APPROVED v II o ,l PLANS AND GRADING SPECIFICATIONS. tsOTC - 3 7 U 6. ALL PAD AREAS 1.5 FEET OUTSIDE EXTERIOR FOOTINGS SHALL BE OVER -EXCAVATED TO �__= --III-III-I i- s W III=III III=1I l- _-III=III=III- o (10.95TC) N [ P 'CCD 12" BELOW NATURAL OR FINISH GRADE WHICHEVER IS GREATER IN DEPTH. S 7. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE =III -III -I -III -III _=Np�I�1NI�gRSAL OUTLET w O 4 10.48TG m THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC -III III -III- = 9.aslNv "1= -III-III_-C SDR35 DRAIN DRAIN ELBOW LEGEND: w w O z z>� a WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS -III-III- - GRAVEL BAG AROUND J r SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ii Id PVC SDR35 DRAIN PIPE " LS q o CONSTRUCTION AREA „ 10.80FS O o ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES 1n CRUSHED STONE z_ N r o INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER SITE DRAINAGE z o I II ,0.65TG METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE COMPACTED SOIL DIRECTION `� ¢ o°J 10.071NV 4 �3 z REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY w L � m 10.70) 2% - m OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE MIN. 3" OPENING BETWEEN `�10.08� -v � 10.65E I 'O o EXTENT Of THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC 3" GRAVELBAGS ON TOP ROW o T D M m WORKS INSPECTOR." o STACK SANDBAGS 2 HIGH INV ° O rm (E) P.C.C. i O 10.80FS 10.80FS H� d v 8. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS NDS SQUARE GRATE WITH ADAPTER"�'�"�' '�`' '�`'�`' '� ° 3.O �/ O z WITH I CITY ECOUNCIL POLPUBLIC ICYOL-6AANDY. ALL180N-STANDARD IMPROVEMENTS SHALL COMPLY 3 LEVEL FS.=10.73 10 72 Z z NOT TO SCALE TYPICAL GRAVELBAG DETAIL NOT TO SCALE 9. PROVIDE LINING FOR LANDSCAPE NEAR FOUNDATION PER LANDSCAPING PLANS. � (10.60)° I a m 10. NO PERMANENT CONSTRUCTION IS ALLOWED IN UTILITY EASEMENTS. 4" DIAMETER PERFORATED PIPE CLASS SDR35 OR BETWEEN PIPE AND ANY BUILDING E ❑1 FRAME DIMENSIONS. USE FRAME ASA 3 ^ N 0.6) SCH. 40 PVC PIPE SURROUNDED BY GRAVEL AND PROVIDE MINIMUM 5 FEET CLEARANCE DIMENSIONS DETERMINED BY GRATE � li �� 2, 2% ESTIMATED EARTHWORK QUANTITIES GEOTEXTILE FABRIC. PERFORATED DOWN (BOTTOM). • s�� FOOTINGS.❑2 F�i(`iING PACIFIC" TS -6 -EZ B SP OVER EXCAVATION: 229 C.Y. I PROJECT SOILS ENGINEER'S APPROVAL TYPE TRENCH GRATING GALVAIZED. (1.5') x (2,100 sf) x (1/27) = 117 C.Y. 21 3/a" CRUSHED ROCK OF THIS DETAIL IS REQUIRED PRIOR TO 1.800.321.4314 0 o cvs 3 FILTER CLOTH LAP 12" ® TOP CONSTRUCTION. GRATE II �3 #4 REBAR TOP &BOTTOM ,.I � GARAGE 3 4 CRUSHED ROCK W/ FILTER CLOTH CUT: 117 C.Y. 6" TOP SOIL OR 4" CONCRETE E ❑ 3 I FFE= 11.06 (10.5F-1 (10.5FS) FILL: 117 C.Y. PLAN VIEW5 FILL THIS PORTION W/ CRUSHED PAD= 9.56 T °s ° FINISHED GROUND � ROCK AFTER POURING GRATE DS[10 SHRINKAGE: 15% =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=_ 1 2 5 SUPPORT CURB CONC. W 10 �h A o FILL: [117C.Y. x 0.15 (O.E. SHRINKAGE) ] = 18 C.Y. =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I -III -III -III -III -III -III -III -III -III -III -III -I _ =1 I-III-III-III-III-III-III=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 II II II II II nI IITI ITI ITI l LL1 �� CONC. o IMPORT: 18 C.Y. I-II I-1 O 1=11 1=1I o 3 N, LEVEL=FS-.=9p56 x x (10.4aFSl III -III -o o J � . . Z 1=111=1 I -III -111 ? 6" - - - -R=466.70'.' I -- CABLE. ro aTRENCH ° Z� A.% EDISON WM O oQ pOa. O A. DIG A 24" WIDE x 18" MINIMUM DEPTH '24 D=05003'1 6 "L-41 •� 7� a_ AT&T .� (10.271 Z 4�'� B. PLACE FILTER CLOTH IN THE TRENCH. LAP _ 3 25 =1 I=1=1 I=�. . 00 1-=III=III III=III= a 12" AT TOP m I „I : (I0.22FS). oovc.. E 8 VCP SEWER z - 2 c0 O C. FILL BOTTOM OF THE TRENCH WITH CRUSHED ° -�I- - ROCK X17 X `... .:. ° - -III-III-�- ° ° D. FORM AND POUR PERIMETER CONCRETE CURB - TI-:wl-� E. FILL THE REST OF THE TRENCH WITH R -III-III A. E CONC. 4 CRUSHED ROCK TO 4" FROM TOP OF TRENCH rn () -III-III-I I- -III-1 I-III-IIJ GRAPHIC SCALE 24" ALLEY -I I -III -I I -I I -I I -I I -I I -I I -I I -III -I I-� I m 60 3 6 12 24 --------I-I-I I- SECTION E- 12" CIVIL/CB81 ELEVATION CIVIL/ cBDs v -A _ L ( IN FEET ) GROUND RECHARGING DESCALE SCALE TAIL NONE 1 BOTTOMLESS TRENCH DETAIL NONE 2 I 1 inch = 6 ft" REVISION AP 'D. OFES87p PREPARED UNDER SUPERVISION OF DATE J.N. 24-2016 BY DATE BY DATE Coast Engineering Designs Inc.. ��O FARHADa�Z� FARHAD REZAI R.C.E. 39868 04-26-18 2141 SEVILLE AVE• PREPARED BY: � REZAI OWNER INFORMATION: DRAWN: 0 COAST ENGINEERING DESIGNS, INC.C No. 39868 m CHECKED BY NEWPORT BEACH CA No. 31-1 m ALI SEDGHI 10231 SLATER AVE., SUITE 201 I i 1024 BAYSIDE DR. STE. 340 RECOMMENDED: C2 FOUNTAIN VALLEY, CA. 92708 �ql ENG�� NEWPORT BEACH, CA 92660 LOT 106 OF TRACT MAP 948 949-636-2666 APPROVED PH. (714) 593-0337 Civil and Structural Engineers FOF CA��F� CITY ENGINEER R.C.E. Q CIVIL AND STRUCTURAL ENGINEERS 4/26/2018 CITY OF NEWPORT BEACH BUILDING DEPT. SHEET OF 2 215 Zoning Administrator - July 26, 2018 ITEM NO. 10a -ADDITIONAL MATERIALS RECEIVED Sedghi Residence Coastal Development Permit (PA2018-146) To: Crager, Chelsea; Garciamay, Ruby Subject: RE: Plans at 2141 Seville Ave. as they affect 2137 Seville Ave. - HEARING JULY 26th at 3pm - From: Cecelia Tripi [mailto:niketri@msn.coml Sent: Wednesday, July 25, 2018 12:34 PM To: Crager, Chelsea <ccrager@newportbeachca.gov> Subject: Re: Plans at 2141 Seville Ave. as they affect 2137 Seville Ave. - HEARING JULY 26th at 3pm - Importance: High Your Project File: PA2017-146 - HEARING SET FOR: July 26th at 3 pm Dear Chelsea, This is Cecelia Tripi again of 2137 Seville Ave. I have previously met with you and written to you. I have contacted an architectural expert, and he has reviewed the one sheet of elevations provided to me via Ali and his architect SDK Atelier Inc. I am going to attend the hearing tomorrow, and I will be submitting a few items into the record. Despite having read through the building code, zoning code and specific land uses sections online via the City of Newport Beach's websites yesterday, I was not able to definitively confirm when the 15 foot setbacks for third story structures in our neighborhood actually became law? The precise section is 20.48.180 A.3.b. with an October 26, 2010 date. Could you please, today, if at all possible, (or no later than tomorrow morning), provide me with the section number and date enacted for this highly pertinent information? Or, if I am correct, and it is 20.48.180 A.3.b. as of October 26, 2010, could you please reply to confirm this? In all, Chelsea, I have not seen anything, nor have I been given anything to review, with dimensional or 3D information on it, or simply a plan sheet, that shows a clear, or clean, 15 foot setback from the back property line for the 2141 Seville proposed third story. Instead, I have one sheet of plans that seems to show a wall and slits in a wall - as well as a roof structure - all within the 15 foot setback area on the third floor. This is contrary to 20.48.180 A.3.b. - This states: "Enclosed square footage located on the third floor shall be set back a minimum of 15 feet from the front and the rear for backl setback lines ..." 20.30.110 on "Setbacks" under the "Property Development Standards" Chapter of the Code states, particularly, at A.2.: "Setback Areas to be Open. Each required setback area shall be open and unobstructed Zoning Administrator- July 26, 2018 ITEM NO. 10a -ADDITIONAL MATERIALS RECEIVED Sedghi Residence Coastal Development Permit (PA2018-146) from ground upward, except as provided in this section ... " and, "the rear setback area shall extend across the entire width of the rear lot ... " It seems to me that when I am on my small third floor terrace - one that is only in a small back corner of my property - and goes back a mere 10 feet - a picture of it is attached for your review - I should not be subjected to having that area faced with any wall -type structure, or even an open roof patio of some sort - which will clearly block that back 15 foot setback area that I should have, and frankly, my neighbors should have. Just because we built in 2007, and we were never given an opportunity to even consider the construction of a "bonus room" in the mid-section of a third floor, certainly does not mean that we should be heavily penalized for dutifully following and abiding by the building rules of that time period. No Code should wipe out property rights of owners without due process, at a minimum. A wall of any sort - with slits or no slits in it - is a wall. It cannot be seen through. It is in direct contravention of the Code's 15 foot setback rules for third floor structures under 20.48.180, as referenced above! It means that there is no compliance with the express dictates or the spirit of the Code. I look forward to seeing you tomorrow afternoon. Thank you for your time and courtesy, Cecelia Tripi, Esq. for myself, and Frances M. Reid, (who is my mother and listed as owner), as her legal representative and as the Trustee for her Living Trust, and as her POA (i.e., power of attorney and/or attorney in fact) From: Cecelia Tripi <niketri@rnsn.conn> Sent: Sunday, May 20, 2018 8:10 PM To: ccraser@newportbeachca.aov Subject: Plans at 2141 Seville Ave. as they affect 2137 Seville Ave. Dear Chelsea, Thank you for meeting with me, and for going through the current building proposals for 2141 Seville Ave., Newport Beach. I am the lady (Cece Tripi), who lives in 2137 Seville Ave, the home next door. I did meet with Ali about my concerns that his back designs appear to place a wall - (not just a safety barrier) - that could negatively affect the view we have from what we call our "eagle's nest" - or our third floor patio. Zoning Administrator - July 26, 2018 ITEM NO. 10a -ADDITIONAL MATERIALS RECEIVED Sedghi Residence Coastal Development Permit (PA2018-146) He said that he thought the wall designed, currently, on his proposed third floor did not start for 5 feet in from the back property line. In turn, I said it was my understanding that the 5 feet was actually supposed to be a 15 foot setback from the back property line. Since my patio goes back no more than 10 feet from our back property line, I thought he should adjust his designs to do at least the same - i.e., not block- with any wall - on his 'third floor" the area of our eagle's nest, since it is well within that 15 foot setback requirement. He said he would contact his architect to have this issue explained to me and/or clarified. But, to date, I have heard nothing more from him, nor have I received any information concerning this issue from his architect. In light of this, please keep us posted as to when there will be any hearing on the 2141 Seville Ace design approvals. I am going to keep trying to resolve this, but I am not sure when this will occur. Thank you and take good care, Cecelia Tripi, Esq. - as well as POA, Trustee and daughter of Frances Reid - owner (949) 400-0442 Mail can be sent to: Cecelia Tripi 2137 Seville Ave. Newport Beach, CA. 92661 [A= Frances Reid 2137 Seville AVe. Newport Beach, CA. 92661 :]ice i ..,...�. •�_J� �'�5�+.� ��'`� f�! .� _� �LL�V: �r, ' - 1UAW- I N i //'�Zoning Administrator - July 26, 2018 ITEM NO. 10b - ADDITIONAL MA71iiZLS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) Cecelia A Tr%p4 Esq. 2137 Seviffe Ave. Newport Beady California 92661 (949) 400-0442 Email: niket -K&?n n.com Brief Submittal for 2141 Seville Ave. Hearing Set for 3 pm on July 26. 2018 at Newport Beach City Hall GOOD AFTERNOON, MY NAME IS CECELIA TRIP! AND I LIVE AT 2137 SEVILLE AVE. I AM NEXT DOOR TO ALI AND HIS WIFE, WHO LIVE AT 2141 SEVILLE AVE - THEIR PLANS FOR NEW CONSTRUCTION BEING THE TOPIC FOR THIS HEARING. IF YOU LOOK DOWN SEVILLE FROM ITS ENTRANCE ON CHANNEL, ALI'S HOUSE IS THE 3RD HOUSE ON THE LEFT, AND OURS IS THE 4TH HOME ON THE LEFT — WE ARE THE FIRST TWO STORY HOME ON THAT SIDE OF THE STREET AND WE COMPLETED OUR CONSTRUCTION IN APRIL OF 2007. I AM GOING TO SHOW YOU A FEW PICTURES OF MY HOME AND THE AREA THAT I AM CONCERNED ABOUT. BRIEFLY, I AM HERE FOR A VERY SIMPLE AND STRAIGHTFORWARD REASON. I WANT FULL COMPLIANCE WITH THE CITY'S 3" FLOOR 1 Zoning Administrator - July 26, 2018 ITEM NO. 10b - ADDITIONAL MAT(RIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) 15 FOOT FRONT AND BACK SETBACK RULES AS STATED IN SECTION 20.48.180 A. 3. b. Generally speaking, setback rules found in this City's Code are to protect space, airflow, and sunlight between and around homes These rules ensure sunlight, air and basic space is maintained. The Code states it is to protect the use and enjoyment of neighboring properties. Setbacks are to be - again as the Code states - open and unobstructed from the ground upward - and across the width of a setback. This plainly means vertically and horizontally as applicable. Returning to our small back corner deck or terrace cut out of a small section of our back -roof area - we enjoy a 360 -degree view. I have included pictures of the view. This area is just about 10 feet in lengthen and width. If the plans for 2141 were to abide by the 15 -foot setback rules for 3rd floor roof structures - in this case, a small centered bonus room on the roof top level - then there should be nothing to obstruct or diminish the vast amount of that 360 degrees' view we enjoy now. Certainly, again, if the plans were to abide by these rules, then when we stand on our small upper deck, we would still be able to look to our left and right with no barriers. Zoning Administrator - July 26, 2018 ITEM NO. 106 - ADDITIONAL MATkRIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) However, that is not what the 2141 plans indicate on the proposed 3rd floor. I have had the one plan sheet (A-6) that was provided to me - that, by the way, did not give any clear dimensions for the 3rd floor designs as I had requested - to our architectural expert to be reviewed. What our expert saw was this: The right and left views depicted on plan sheet A-6 show roofing and walling - some portions of which have slits or cut outs - and, in all, show details that directly conflict with the front and rear 15 -foot setback rules for the 3rd floor roof area. These architectural features, if constructed, will run afoul of the 15 -foot setback rules. They need to be deleted, as indicated on the copy of Plan Sheet A-6 that our architectural expert reviewed, and that we are submitting at this Hearing, again as a part of the record. We have raised this issue with Chelsea Crager, Assistant Planner, and Ali, and I am submitting our emails to the City for the record. To conclude, we want the City to have the 3rd floor roof setbacks on all of the 2141 architectural plan sheets placed in full compliance with the dictates of Section 20 48180 A b and the overall intent and spirit of the setback rules in general. If this is done - simple Zoning Administrator - July 26, 2018 ITEM NO. 10b - ADDITIONAL MATQRIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) compliance with the rules as written - our concerns are addressed, and we will all be done with the matter. My expert stands ready to review the revised plan sheets in this respect. Please advise us that this will be done, and that we can view and confirm the designs are now fully in compliance with the 15 -foot setback rules in the next week -Lei; 7 to 10 days - in writing: Finally, for the record, we are preserving all procedural, notice, property value loss and/or constitutional arguments such as, but not limited to, due process and equal protection and enforcement of laws arguments, that we may have. Thank you for your time. Respectfully Submitted; Cecelia A. Tripi, Esq. For Frances M. Reid, owner of record, (who is 89 years old), as her daughter, Attorney at Law and Attorney in Fact, or as her Power of Attorney, and as the Trustee for the Frances M. Reid 1995 Living Trust. (POA recorded in the County of Orange on 6/27/2005) Zoning Administrator - July 26, 2018 ITEM NO. 10b - ADDITIONAL MAT91RIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Per"(8$2018-146) 3rds for Specific Land Uses 5 years and shag certify under penalty of perjury that none of the facilities has been found by State or local authorities to be operating in violation of State or ii taw.7An information submitted shall be subject to verification by the Director. 1-15. Off-street parking shall be provided in compliance with Chapter 20.40. A. Development standards 1. Applicability. The development standards in this Subsection shall apply to all R- 1 zoning districts and to all R-2 zoning districts citywide, except as provided in Subsection B, below. 2. Exceptions. This Section does not apply to; a. R -BI, R-1-6,000, R-1-7,200, and R-1-10,000 zoning districts; b. Lots 25 feet wide or less in the R-2 zoning district; or C. Planned community zoning districts. rlittffkittbnIL a. Allowed floor area. The maximum gross floor area of habitable space that may be located on a third floor or above 24 feet in height shall not be greater than either of the following: b. . (1) 15 percent of the total buildable area for lots wider than 30 teet; or (2) 20 percent of the total buildable area for lots 30 feet wide or less. On sloping lots, if the slope of the grade on which the structure is located .han 5 pempnt, subject Subsection 20.30.050.6.3, the Director shall determine which story is the third story for the purpose ut implementing this requirement. For example, on a 30 -foot wide lot, if the total buildable area of the lot is 2,550 square feet , then the maximum square footage of habitable space t y rrciv be lnr cited on the third floor, or above 24 feet in height, is 510 seet'r9 5sn cn fl X 20% ' - = 510 so. ft.). ..,......e 4. Open volume area required. a. Calculation. Open volume area shall be provided in addition to the required setback areas and shall be a minimum area equal to 15 percent of the buildable area of the lot. October 26, 2010 Newport Beach Zoning Code, Title 20 RE:'Plans at 2141 Seville -,ve. as they affect 2137 ,eville Ave. - HEARING JUL Y 26th at 3 p m — ITEM NO. 101b - ADDITIONAL MATEZoning Administrator - July 26, 2018 RIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) Crager, Chelsea <ccrager@newportbeachca.gov> Wed 7/25/2018 5:26 PM Inbox To'Cecelia Tripi' <niketri@msn.com>; Hi Cecelia, Your comment will be included for the Zoning Administrator's consideration. I do not know the exact date that the third floor location requirements were adopted. If you have additional questions or would like to discuss the project please feel free to call at the number below. Thanks, CHELSEA CRAGER Associate Planner Community Development Department I Planning Division ccrager newporfbeachca. gov 949-644-3227 CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 1 newportbeachca.gov From: Cecelia Tripi [mailto:niketri@msn.com] Sent: Wednesday, July 25, 2018 12:34 PM To: Crager, Chelsea <ccrager@newportbeachca.gov> Subject: Re: Plans at 2141 Seville Ave. as they affect 2137 Seville Ave. - HEARING JULY 26th at 3pm - Importance: High Your Project File: PA2017-146 - HEARING SET FOR: July 26th at 3 pm Dear Chelsea, This is Cecelia Tripi again of 2137 Seville Ave. I have previously met with you and written to you. I have contacted an architectural expert, and he has reviewed the one sheet of elevations provided to me via Ali and his architect SDK Atelier Inc. I am going to attend the hearing tomorrow, and I will be submitting a few items into the record. Despite having read through the building code, zoning code and specific land uses sections online via the City of Newport Beach's websites yesterday, I was not able to definitively confirm when the 15 foot setbacks for third story structures in our neighbor od actually became l9r�? zoning Administrator - July 26, 2018 ITEti1 NO. 10b - ADbITIONAL MATERIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) The precise section is 20.48.180 A.3.b. with an October 26, 2010 date. Could you please, today, if at all possible, (or no later than tomorrow morning), provide me with the section number and date enacted for this highly pertinent information? 04 if 1 am cnrre and it iia 20-4&!SA p,.3;.h pease i-enly to eAnfirm Lhic? In all, Chelsea, I have not seen anything, nor have I been given anything to review, with dimensional or 3D information on it, or simply a plan sheet, that shows a clear, or clean, 15 foot setback from the back property line for the 2141 Seville proposed third story. Instead, I have one sheet of plans that seems to show a wall and slits in a wall - as well as a roof structure - all within the 15 foot setback area on the third floor. This is contrary to 20.48.180 A.3.b. - This states: "Enclosed square footage located on the third floor shall be set back a minimum of 15 feet from the front and the rear [or back] setback lines ..." 20.30.110 on "Setbacks" under the "Property Development Standards" Chapter of the Code states, particularly, at A.2.: "Setback Areas to be Open. Each required setback area shall be open and unobstructed from ground upward, except as provided in this section ... " and, "the rear setback area shall extend across the entire width of the rear lot..." It seems W ma that When 1 2man my small third f7j�nr xrarraee - one that isnnlu in.a small bark Cornar of mu property - and goes back a mere 10 feet - a picture of it is attached for your review - I should not be subjected to having that area faced with any wall -type structure, or even an open roof patio of some sort - which will clearly block that back 15 foot setback area that I should have, and frankly, my neighbors should have. Just because we built in 2007, and we were never given an opportunity to even consider the construction of a Uk-.Ur u._♦,, it al..... a --a ;'.ai ..a.Yar aF .�.Y..•.�+al :. r. ... �'..,v-A.1.-1 A. A.. _.�...—. uuriva rv�rn ur the lriw seui�ii yr d uuru n�u�, i eru&4 uuea nci� rriean urar we srivuru ae neavriy perrdi ped for dutifully following and abiding by the building rules of that time period. No Code should wipe out property rights of owners without due process, at a minimum. A wall of any sort - with slits or no slits in it - is a wall. It cannot be seen through. It is in direct contravention of the Code's 15 foot setback rules for third floor structures under 20.48.180, as referenced above! It means that there is no compliance with the express dictates or the spirit of the Code. I look forward to seeing you tomorrow afternoon. Thank you for your time and courtesy, Cecelia Tripi, Esq. for myself, and Frances M. Reid, (who is my mother and listed as owner), as her legal i�Nr�:scntiaa"�i ra: U. u.i C.iic"�.. 'u.a"it.a. .vi .yili �.vi.6 Tiu.ii, ui.0 u.� .j�n ia..r r r& Ui:<.., in fact) Zoning Administrator - July 26, 2018 ITEM NO. 10b - ADDITIONAL MATERIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) From: Cecelia Tripi <niketri@msn.com> Sent: Sunday, May 20, 2018 8:10 PM To: ccrage—r@n—ewportbeachca.gov Subject: Plans at 2141 Seville Ave. as they affect 2137 Seville Ave. Dear Chelsea, Thank you for meeting with me, and for going through the current building proposals for 2141 Seville Ave., Newport Beach. I am the lady (Cece Tripi), who lives in 2137 Seville Ave, the home next door. I did meet with Ali about my concerns that his back designs appear to place a wall - (not just a safety barrier) - that could negatively affect the view we have from what we call our "eagle's nest" - or our third floor patio. He said that he thought the wall designed, currently, on his proposed third floor did not start for 5 feet in from the back property line. In turn, I said it was my understanding that the 5 feet was actually supposed to be a 15 foot setback from the back property line. Since my patio goes back no more than 10 feet from our back property line, I thought he should adjust his designs to do at least the same - i.e., not block- with any wall - on his 'third floor" the area of our eagle's nest, since it is well within that 15 foot setback requirement. He said he would contact his architect to have this issue explained to me and/or clarified. But, to date, I have heard nothing more from him, nor have I received any information concerning this issue from his architect. In light of thisplease keep us posted as to when there will be any hearing on the 2141 Seville Ace design approvals. I am going to keep trying to resolve this, but I am not sure when this will occur. Thank you and take good care, Cecelia Tripi, Esq. - as well as POA, Trustee and daughter of Frances Reid - owner (9491400-0- 4n2 Mail can be sent to: Cecelia Tripi 2137 Seviiie Ave. Newport Beach, CA. 92661 or - Frances Reid 2137 Seville AVe. Newport Beach, CA. 92661 Zoning Administrator - July 26, 2018 i ITEM NO. 10b - ADDITIONAL MATERIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) Zoning Administrator -July 26, 2018 ITEM NO. 10b - ADDITIONAL MATERIALS RECEIVED AFTER MEETING Sednhi Residences Cnesstal f)Pvelnnmesnt Permit WA2019-1481 Zoning Administrator - July 26, 2018 ITEM NO. 10b - ADDITIONAL MATERIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) It Ae al,rw., 4kIL _ h►Lu 1 r q r% i w { { s u- p 2 i x 4 c ` tyy III'„ 7 "ow, VI ,A L,IhCn ' �}1 i r � a i• ��'. "� K � III ice. V •� 7 n n --�- 0 a 1 -------------I i SCALE: }"=1'-0' I ELEVATIONS G E-10.]1 1031 ----------- i I i I ANi GPACE-1031 Zoning Administrator - July 26, 2018 ITEM NO. 10b - ADDITIONAL MATERIALS RECEIVED AFTER MEETING Sedghi Residence Coastal Development Permit (PA2018-146) FRONT ELEVATION SEDGHI RESIDENCE 2141 SEVILLE AVENUE' NEWPORT BEACH, CALIFORNIA DATE: JUNE 4, 2018 is s itl: 999595.91fi) xww.Nluwlimm� A-6