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Home My WebLink AboutPA2023-0017_20230306_Incomplete Ltr_I:\Users\PLN\Shared\PA's\PAs - 2023\PA2023-0017\Correspondence\PA2023- 0017_20230306_Incomplete Ltr.docx Tmplt. 02/09/11 COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 949-644-3200 Fax: 949-644-3229 www.newportbeachca.gov NOTICE OF INCOMPLETE FILING March 6, 2023 Brandon Architects Attn: Brian Jowett and Nicole Thompson 151 Kalmus Drive, Unit G1 Costa Mesa, CA 92626 Application No. • Coastal Development Permit (PA2023-0017) Address 22 Bay Island Please be advised that after reviewing the subject application, your submittal has been deemed incomplete and further information is required before we are able to proceed with the application process. The following documentation is required to complete the application: 1. Height: Application requests approval of height to 28’ flat/33’ sloped, as allowed by UP3618 with approval from the Planning Commission a. Demonstrate in your application that the increase in height is compatible and consistent with the height and scale of adjacent and surrounding dwellings, as required by UP3618. This may be a narrative and/or exhibit 2. Elevation: The slope calculated on Sheet A-0.0 is 7.5%. When the slope is greater than 5%, the grade is not calculated as an average established grade. Instead, the elevations are calculated by interpolating the grade point at each critical ridge height. More than Five Percent Slope. a. On lots where the slope of the four-sided polygon is greater than five percent, the established grade from which structure height is measured shall be a plane established by determining the elevation of the lot at five evenly spaced points along each of the two Hearing Date: TBD I:\Users\PLN\Shared\PA's\PAs - 2023\PA2023-0017\Correspondence\PA2023- 0017_20230306_Incomplete Ltr.docx Page 2 side property lines and connecting each of the points along a side property line with the corresponding point on the opposite side property line. b. The five evenly spaced points along each side property line shall be located so that one point is located at the intersection of the front setback line with the side property line and another point is located at the intersection of the rear setback line with the side property line. The other three points along the side property line shall be located so that all five points are equidistant from each other. a. Provide the distance between each of the five points on each side of the property to ensure they are evenly spaced. b. Plot the roof plan over established grade plane exhibit to assist with determination of grade points located directly below ridge peaks, roof areas, and/or parapets. c. Label the interpolated grade points based on the grade plans below any critical ridge, parapet, etc. d. See attachments for the formula to calculate interpolated points. Upon verification of completion, the application will be processed and scheduled for a Planning Commission Hearing. Should you have any questions regarding submittal requirements, please contact Jenny Tran, Assistant Planner at 949-644-3212 or jtran@newportbeachca.gov. By: ____________________________ Jenny Tran, Assistant Planner Attachments: Fire and Geotechnical Response Sheet Interpolation Guide Redline Plans c: Matthew and Sherylan Miller 22 Bay Island Newport Beach, CA 92661 Brandon Architects Attn: Brian Jowett and Nicole Thompson 151 Kalmus Drive, Unit G1 Costa Mesa, CA 92626 Tmplt: 06/07/19 P ROJECT R EVIEW R EQUES T C O M M U N I T Y D E V E L O P M E N T D E P AR T M E N T Planning Division Please Distribute to: Building – Tonee Thai Public Works – David Keely Fire – James Gillespie Geotechnical Engineer – Sergio Gutierrez Date: February 2, 2023 Please return PRR and Plans to Staff Planner Jenny Tran, Assistant Planner 949-644-3212, jtran@newportbeachca.gov Applicant: Brandon Architect Contact: Brian Jowett 714-754-4040 Brian@BrandonArchitects.com Project Name Miller Residence Address: 22 Bay Island PA2023-0017 Coastal Development Permit A request for a coastal development permit to demolish an existing two (2)-story single family residence and construct a new three (3)-story residence with attached golf cart garage. REPORT REQUESTED BY: February 16, 2023 Planning Commission: Hearing Date: TBD Check all that apply: ❑ No comments on the project as presented. Notes: NFPA 13D fire sprinklers are required. James Gillespie 3354 2/23/2023 Signature Ext. Date X Application of Standard Code requirements are not expected to alter the project design. ❑ Recommended conditions of approval are attached. ❑ Application of Standard Code requirements or the attached conditions of approval will substantially impact or alter the design of the project. ❑ I contacted the applicant on ❑ To schedule an appt. for Code review ❑ To discuss the following (see notes) Tmplt: 06/07/19 P ROJECT R EVIEW R EQUES T C O M M U N I T Y D E V E L O P M E N T D E P AR T M E N T Planning Division Please Distribute to: Geotechnical Engineer – Sergio Gutierrez Date: February 2, 2023 Please return PRR and Plans to Staff Planner Jenny Tran, Assistant Planner 949-644-3212, jtran@newportbeachca.gov Applicant: Brandon Architect Contact: Brian Jowett 714-754-4040 Brian@BrandonArchitects.com Project Name Miller Residence Address: 22 Bay Island PA2023-0017 Coastal Development Permit A request for a coastal development permit to demolish an existing two (2)-story single family residence and construct a new three (3)-story residence with attached golf cart garage. REPORT REQUESTED BY: February 16, 2023 Planning Commission: Hearing Date: TBD Check all that apply: ❑ No comments on the project as presented. Notes: Preliminary WQMP is acceptable for CDP approval. Final review and approval for compliance with minimum code requirements will be approved during building review process. Sergio Gutierrez 1332 2/16/2023 Signature Ext. Date X Application of Standard Code requirements are not expected to alter the project design. ❑ Recommended conditions of approval are attached. Application of Standard Code requirements or the attached conditions of approval will substantially impact or alter the design of the project. ❑ I contacted the applicant on ❑ To schedule an appt. for Code review ❑ To discuss the following (see notes) DN DN UP DN DN 1 2 2 5' BAY ISLAND L1 L2 L3 PARCEL 1 PARCEL 2 N28°16'42"E 89.03' N36°11'09"E 94.85' (12.28) FS (11.69) FS (11.76) FS (10.59) FS (10.46) FS (10.52) FS (10.28) FS(9.95) FS (9.17) FS (8.46) FS (7.88) FS (7.34) FS (7.38) FS (6.51) FS (6.46) FS (6.51) FS (6.36) FS (6.48) FS (6.57) FS (6.51) FS (6.96) FS(6.92) FS (6.85) FS (6.72) FS (7.02) FS (7.41) NG (7.23) NG (7.22) NG (6.73) FS (7.53) NG (10.22)TW (9.70)FS (10.59) FS (7.56) NG (10.48) FS (10.70) FS (11.22) FS (12.04) FS (12.26) FS (12.51) FS (37.28) RIDGE (7.53) NG (6.69) FS (6.71) FS (7.17) FS (7.08) FS (8.02) FS (9.44) FS (10.47) FS (10.86) FS (11.42) FS (12.34) FS (13.12) FS (13.31) FS (13.19) FS (12.67) FS (13.46) FS (11.98) NG (13.96)TC (13.43)FS (13.93)TC (13.36)FS (13.92)TC (13.21)FS (13.94)TC (13.17)FS (13.17)TC (13.06)FS (13.01)TC (12.46)FS (13.08)TC (12.70)FS (13.12)TC (12.68)FS (13.69)TC (13.23)FS (13.71)TC (13.36)FS (6.74) NG (9.41) NG (10.45) NG (13.54) SMH RIM (14.44) FF (14.72) FF (8.65)FS (6.68)FS (9.39)TW (8.86)FS 18" TREE EXISTING BUILDING METAL RING ICV ICV ICV ICV ICV ICV ICVGVBFP WOOD STAIRS CURB CURB CURB TE 24" PALM WIF WIF PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE CL UP ROOM TAGROOM NAME ? 1 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG PROPERTY LINE TAG90 00' 00"20.00'N E FIREPIT -AS SELECTED TO BE LISTED AND APPROVED, VERIFY W/. OWNER –PROVIDE POWER AND GAS AS REQUIRED –INSTALL AND MAINTAIN CLEARANCES PER MFGR. AND SECTION 308 OF CFC RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW -MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2”DIA. PIPE & TYP. 3”DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB OVERFLOW DRAINLINE UP EXT. STAIRS -MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) -REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVIL AND LANDSCAPE DWGS DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. -CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. GENERAL NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). C.N.B. NOTES: 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. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. 4. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING OR ADDITIONS TO AN EXISTING BUILDING EXCEEDING 50% OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. (NBMC 12.32.015) 5. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 6. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. LANDSCAPE NOTES: 1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLANS, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS AND MATERIALS. BAY ISLAND NEWPORT BAY 15' - 0" F.Y.S.B. 4' - 0" EASEMENT 2' - 6 " EASEMENT 5' - 0 " EASEMENT 5' - 0" R.Y.S.B. 18' - 0" ESMT. 2' - 6 " 1 1 1 1 2 2 3 4 5 5 6 6 77 7 7 7 EXISTING STRUCTURE -1 BAY ISLAND (NOT A PART) EXISTING STRUCTURE -2 BAY ISLAND (NOT A PART) 1 S.Y.S.B. 8' - 0 " S.Y.S.B. 5' - 0 " CL R . 10 ' - 3 3 / 4 " (20' MIN ) SLOPE PER CIVIL SLOPE PER CIVIL DN.DN. PLANTED AREA PLANTED AREA PLANTED AREA PLANTED AREA PLANTED AREA PLANTED AREA PLANTED AREA 5 5 8 CART PARKING DRIVEWAY SL O P E 2 % M I N . 9 9 9 45 ° 0 0 ' 0 0 " 38 . 3 9 ' N W 52° 45' 36"44.75' N E 45 ° 0 0 ' 0 0 " 56 . 2 0 ' N W 45° 00' 00"89.00'S W F.O.F. 3' - 7 1 / 4 " F.O.F. 6' - 6 3 / 8 " 10.00' F.F.11.00' F.F. 9 PLANTED AREA F.O.F. 5' - 0 " F.O . F . 8' - 6 " F.O.F. 8' - 0 " F.O.F. 18' - 0" EASEMENT 5' - 0 " S.Y.S.B. 6' - 0 " EASEMENT 5' - 0 " S.Y.S.B. 6' - 0 " 10.48' FS 10.70' FS 11.22' FS 11.76' FS 12.26' FS 12.04' FS 12.67' FS 10 11 12 13 1313 14151616 9.87' 7.66' NG 36" MAX ABV. F.F. 7.66' NG 13.00' T.O. COUNTER PLANTED AREA PLANTED AREA DN. PLANTED AREA PLANTED AREA SUNKEN FIREPIT DECK 8 8 8 8 TRASH SLOPE 2% MIN. OUTDOOR SHOWER SLOPE 2% MIN. CLR. 13' - 4" AWAY FROM THE BAY ISLAND PROPERTY LINE29' - 9 1/8" 7.58' T.O.S. 9.87' 10.05' T.W. 10.75' T.W. 11.50' T.W. 11.75' T.W. 13.00' T.W. 14.00' T.R. 14.78' T.W. 13.21' T.W. 17 10.47' FS 13.25' FS 7.41' NG 7.55' FF 10.00' F.F. 11.58' FS 8 8 18 SLOPE PER CIVIL EXISTING STRUCTURE -21 BAY ISLAND (NOT A PART) 8.69' T.W. 12.00' T.W. 12.00' T.W. 13.50' T.W. FRONT YARD "MINOR STRUCTURES" ENCOARCHMENT PER UP3618 BAY ISLAND CLUB OFFICIAL MAP NEW SINGLE FAMILY RESIDENCE APN: 048 040 02 PARCEL 22 PORTION OF LOT 5, SECTION 34 19 STEP PER CIVIL KITCHEN GREAT ROOM DINING PANTRY PWD. 1 C.C. FOYER CART GARAGE / GYM STOR. STAIRS BEDROOM 1 BATH 1 PT. A 12.46' FS PT. C 6.45' FS PT. 1A 10.48' FS PT. 1B 10.70' FS PT. 1C 11.22' FS PT. 1D 11.76' FS PT. 1E 12.46' FS PT. 1F 12.67' FS PT. 1G 10.47' FS PT. 1H 9.44' FS PT. 1J 7.17' FS PT. 1K 6.69' FS PT. B 11.98' NG PT. D 6.47' FS 7 9' - 8 5/8 " DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: SITE PLAN NOTESA ANNOTATION LEGENDB KEYNOTESC BRANDON ARCHITECTS 01/20/2023 ARCHITECTURAL SITE PLAN MI L L E R R E S I D E N C E MR. & MRS. MATTHEW MILLER 22 BAY ISLAND, NEWPORT BEACH, CA 92661 P: 949.235.9286 millermg123@gmail.com CDP 22 BAY ISLAND NEWPORT BEACH, CA 92661 A-0.0 TBD BRIAN JOWETT PROJECT NORTHTRUE NORTH 3/16" = 1'-0"1 ARCHITECTURAL SITE PLAN 1 BOUNDARY LINE 2 EASEMENT LINE 3 FRONT YARD SETBACK 4 REAR YARD SETBACK 5 SIDE YARD SETBACK 6 CENTERLINE OF STREET 7 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 8 (N.) HARDSCAPE - STONE PAVERS (AS SELECTED) 9 (E.) SIDEWALK / GOLF CART STREET - PROTECT IN PLACE 10 (E.) TREE TO REMAIN - PROTECT IN PLACE 11 (E.) SEWER M.H. TO BE RELOCATED AS NEEDED - (REF. SURVEY & CIVIL DWGS.) 12 (E.) GAS METER LOCATION TO BE RELOCATED - (REF. SURVEY & CIVIL DWGS.) 13 (E.) GOLF CART ACCESS PATH TO REMAIN - PROTECT IN PLACE 14 BBQ - VERIFY APPLIANCE W/. OWNER 15 BASE CABINET & COUNTER - BUILT-IN, FINISH AS SEL. 16 REFRIGERATOR - UNDER-COUNTER, PER I.D. & OWNER 17 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 18 BISON DECKING SYSTEM OVER WESTCOAT ALX WATERPROOFING SYSTEM PER ICC# EST - 2201, REF. MAT. SCHED. A/A-4.0. 19 FIREPIT - PROVIDE GAS STUB-OUT, REF. LAND. DWGS., VERIFY W/. OWNER PROJECT NORTHTRUE NORTH 1/8" = 1'-0"2 GRADE PLANE EXHIBIT NO. REVISION DATE PT 1A 10.48' PT 1B 10.70' PT 1C 11.22' PT 1D 11.76' PT 1E 12.46' PT 1F 12.67' PT 1G 10.47' PT 1H 9.44' PT 1J 7.17' PT 1K 6.69' 103.06 / 10 GRADE PLANE = 10.31' AVG. SLOPE (PT A -PT C) (12.46' -6.45') / 79.72' = 7.5% SLOPE