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HomeMy WebLinkAboutPA2022-001_20220202_Incomplete LetterI:\Users\PLN\Shared\PA's\PAs - 2022\PA2022-001\Incomplete\PA2022-001 Incomplete Letter.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 February 2, 2022 GRAHAM Architecture Attn: Carlton Graham 1278 Glenneyre Street, Suite 107 Laguna Beach, CA 92651 Application No. • CDP No. CD2022-002 (PA2022-001) Address 729 Via Lido Soud 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. See attached Planning Redmarks. 2. Notice of CDP must be posted on-site. Please obtain notice from City Hall Bay C and post on-site. Provide proof of posting via email. 3. See attached Building Comments. Upon verification of completion, the application will be processed and scheduled for a Zoning Administrator Hearing. Should you have any questions regarding submittal requirements, please contact David Lee, Associate Planner at 949-644-3225 or dlee@newportbeachca.gov. By: David Lee, Associate Planner Attachments: Planning Red Marks Building Division Review c: John and Laura Armour 532 Via Media Palos Verdes Estates, CA 90274 City of Newport Beach Community Development Department 100 Civic Center Drive / P.O. Box 1768 Newport Beach, CA 92658 Phone: (949) 644-3200 www.newportbeachca.gov PLANNING DIVISION PLAN CHECK CORRECTIONS F:\Users\CDD\Shared\Admin\Planning_Division\Current_Templates Revised 08-29-17 – CDD Plan Checker David Lee Phone No: 949.644-3225 Fax No. 949.644.3203 Email Address: dlee@newportbeachca.gov: PLAN CHECK NO. PA2022-001 ADDRESS: 729 Via Lido Soud CORRECTION DATE: February 2, 2022 CORRECTIONS: 1. Since there are encroachments, clearly dimension interior Clear of garage. 2. Please label established grade on all elevations and count height from that point. 3. Dimension balcony encroachments on the elevation sheets. L I D O H O U S E 7 2 9 V I A L I D O S O U D, N E W P O R T B E A C H, CA Date No Description DATE: COVER SHEET 1 graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture. 10.15.21 CS -1 GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663COLOR RENDERINGSPRELIMINARY HOA SETV - 1.0PA2022-001 PA2022-001 - 2019 CALIFORNIA RESIDENTIAL CODE 9 (CRC) - 2019 CALIFORNIA BUILDING CODE (CBC) - 2019 CALIFORNIA ELECTRICAL CODE (CEC) - 2019 CALIFORNIA MECHANICAL CODE (CMC) - 2019 CALIFORNIA PLUMBING CODE (CPC) - 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS CODE ( BEES) - 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC) - LOCAL JURISDICTION AMENDMENTS R E V I S I O N SBUILDING CODES Date No Description DATE: TITLE SHEET graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663TS GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 A B B R E V I A T I O N S P R O J E C T T E A M V I C I N I T Y M A P S Y M B O L S A.B.ANCHOR BOLT I.D.INSIDE DIAMETER A.C.ASPHALT CONCRETE IN INCH A.F.F.ABOVE FINISH FLOOR INS INSULATION ALUM ALUMINUM INT INTERIOR ALT ALTERNATE JAN.JANITOR APPROX APPROXIMATE JT JOINT ARCH ARCHITECTURAL KIT KITCHEN BD BOARD L LENGTH BEL BELOW LAV LAVATORY BET BETWEEN M.C.MEDICINE CHEST BLDG BUILDING M.O.MASONRY OPENING BM BEAM MAS MASONRY BOT BOTTOM MAX MAXIMUM BW BOTH WAYS MECH MECHANICAL C.J.CEILING JOISTS MED MEDIUM C.M.U.CONCRETE MET METAL MASONRY UNITS MFG MANUFACTURER C.O.CLEAR OPENING MIN MINIMUM CAB CABINET MISC.MISCELLANEOUS CEILG CEILING MTD MOUNTED CEM CEMENT (N)NEW CER CERAMIC N.I.C.NOT IN CONTRACT CLR CLEAR N.T.S.NOT TO SCALE COL COLUMN NAT NATURAL CONC CONCRETE O.C.ON CENTER CONN CONNECTION O.D.OUTSIDE DIAMETER CONST CONSTURUCTION OPG OPENING CONT CONTINUOUS OPP OPPOSITE CONTR CONTRACTOR P.S.I.POUNDS / SQUARE D DEPTH INCH D.F.DRINKING FOUNTAIN, PL PLATE D.F.DOUGLAS FIR PLAS PLASTER D.S.DOWNSPOUT PLY PLYWOOD DBL DOUBLE POL POLISH, POLISHED DET DETAIL PR PAIR DIA DIAMETER PTD.PAINTED DIM DIMENSION R RADIUS, RAFTER DN DOWN R.D.ROOF DRAIN DR DOOR R.O.ROUGH OPENING DWG DRAWING R.R.ROOF RAFTER DWR DRAWER R.S.ROUGH SAWN E.N.EDGE NAIL(ING)RA RETURN AIR E.W.EACH WAY REQ REQUIRED EA EACH RI RISER ELEC ELECTRIC, RM ROOM ELEC ELECTRICAL S.S.STAINLESS STEEL ELEV ELEVATION S.C.SOLID CORE E.G.EXISTING GRADE SCH SCHEDULE E.P.EXISTING PAVING SECT SECTION EQ EQUAL SH SHELF EQUIP EQUIPMENT SHTG SHEATHING EXH EXHAUST SIM SIMILAR EXIST(E)EXISTING SPEC SPECIFICATIONS EXP EXPOSED SQ SQUARE F.N.FIELD NAILING STD STANDARD F.O.C.FACE OF CONCRETE STL STEEL F.O.M.FACE OF MASONRY STRUCT STRUCTURAL F.O.S.FACE OF STUD OR SYM SYMMETRICAL FRMG.FRAMING T & B TOP AND BOTTOM F.G.FINISH GRADE T & G TOUNGE AND GROOVE FIN FINISH T TREAD, F.F.FINISH FLOOR TEMP TEMPERED GLASS F.S.FINISH SURFACE T.C.TOP OF CURB FT FOOT T.C.TOP OF CHIMNEY FTG FOOTING T.W.TOP OF WALL GA GAUGE T.R.TOP OF ROOF GALV GALVINIZED THK THICK G.F.I.GROUND FAULT T.T.TOP OF TRELLIS INTERRUPTOR TYP TYPICAL G.F.R.C.GLASS FIBER U.N.O.UNLESS NOTED OTHERWISE REINFORCED CEMENT UR URINAL G.I.GALVINIZED IRON V.T.VINYL TILE GL GLASS V.T.R.VENT THROUGH ROOF GR GRANITE W WIDE, WIDTH GRD GRADE W.C.WATER CLOSET, GYP. BD.GYPSUM BOARD WALL COVERING H.M.HOLLOW METAL W/WITH H.C.HOLLOW CORE WD WOOD HC HANDICAPPED WP WATERPROOF HD HIGH DENSITY,W.R.WATER RESISTANT HD HOLD DOWN HDW HARDWARE HR HOUR HT HEIGHT HTR HEATER 2 A8 Section Number Sheet Number Detail Number Sheet Number 3 A2 Door symbol - see door schedule Window symbol - see window schedule Keynote symbol - see keynotes Color/material symbol - see color/fin. list 1 P-2 A 8'-0"Ceiling height symbol 10 Sheet Number Interior Elevation Number A5 1 2 3 4 2 x wood stud wall Concrete wall Low wall - refer to spot elevation 0.00' a.f.f.TWS H E E T I N D E X P R O J E C T S U M M A R Y G E N E R A L N O T E S 1. All work, including materials and workmanship, shall conform to the requirements of local codes, laws, and ordinances and as specified by all by all governing authorities where applicable. Reference is to the latest accepted edition or revision. In the event of conflict with code requirements, that code requirement or note which establishes the higher standard shall take precedence. 2. The intention of the Contract Documents is to include all labor and materials, equipment, and transportation necessary for the complete and proper execution of the work. 3. The Contractor shall visit the job site prior to bidding any portion of the work. The Contractor shall verify all dimensions and conditions prior to beginning work. Should any condition arise where the intent of the drawings is in doubt or where there is a discrepancy between the Contract Documents and the field conditions, or within the Contract Documents, the Contractor shall notify the Architect immediately for clarification. 4. Dimensions are finished dimensions, from face of gyp to face of gyp or as indicated on drawings, unless noted otherwise. 5. Written dimensions take precedence. Do not scale drawings. Walls not dimensioned are to align with existing walls or be abutted or applied to existing walls per drawings. Doors are not dimensioned. Refer to door schedule for sizes. 6. Reference to any detail or drawing is for convenience only and does not limit the application of such details or drawings. 7. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the Contractor. The Contractor shall be responsible for the stability of the structure and provide necessary bracing prior to the application of all shear walls, roof and floor diaphragms, and finish materials. The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work. 8. The Structural, Mechanical, Plumbing, and Electrical Drawings, as well as the drawings of other consultants, are supplementary to the Architectural Drawings. It shall be the responsibility of the General Contractor to check with the Architectural Drawings before the installation of work shown on the drawings of consultants. The Contractor shall bring any discrepancy between the Architectural Drawings and the drawings of the consulting engineers to the attention of the Architect for clarification. Any work installed in conflict with the Architectural drawings and not brought to the Architect’s attention shall be corrected by the Contractor at the Contractor’s expense and at no expense to the Owner or Architect. 9. Prior to performance of work, the Contractor shall require each subcontractor to notify the Contractor of any work called out in the drawings for his trade that cannot be fully guaranteed. 10. Contractor shall verify the location and size of all openings with all drawings and manufactured items where applicable. 11. The Contractor shall supervise and direct the Work and be solely responsible for all construction, means, methods, techniques, sequences, and procedures, and for coordinating all portions of the Work. 12. The Contractor herein agrees to repair or replace any or all work, together with any other adjacent work which may be displaced in connection with such replacement, that may prove to be defective in workmanship or materials within a period of one year form the date of acceptance, ordinary wear and unusual abuse or neglect excepted. 13. Contractor shall protect all existing structures, landscaping, materials, etc., during construction. Contractor shall patch and repair all surfaces disrupted or damaged during construction to match existing adjacent surfaces. 14. The Contractor shall on a daily basis keep the premises free form all accumulations of waste material or rubbish caused by his employees, subcontractors, or work, and at the completion of the work shall remove all rubbish, debris, equipment, and surplus materials from in and about the building and leave the premises “broom clean”. 15. Any deviation from the Construction Documents or specifications by the Contractor or Owner without the Architect’s approval releases the Architect of responsibility and liability in connection with all work so involved. 16. Clarifications on and/or inconsistencies with the drawings and specifications shall be brought to the attention of the Architect by the Contractor prior to commencement of work. Additional charges will not be granted based on claims of incomplete, inaccurate, or inconsistent drawings and specifications. 17. The requirements of Title 24 relating to energy conservation are taken into consideration in the design / construction of this project. 18. Licensed civil engineer that prepared the drainage plan shall certify at the completion of the project that the site drainage is in susbstantial compliance with the approved drainage plan. 19. This project requires structural obsversations by design engineer. 20. Owners on adjacent properties that must underpin their buildings due to the proposed excavation shall be notified in writing ten days prior to beginning the excavation. Copies of these notification letter shall be provided to the city prior to beginning the excavation. 21. All smoke alarms to be interconnected, the activation of one alarm will trigger all the alarms and shall be heard in all bedrooms over background noise levels with all intervening doors closed per 9007.2.10.3 22. These plans shall comply with the 2007 California Codes. CBC, CPC, CMC, CEC and all local City of Newport Beach codes and ordinances shall be adhered to in the construction of this project. It is the Contractor's responsibility to construct the project as per these codes. 23. The Contractor shall comply with current editions of all applicable codes and ordinances. The Contractor shall obtain all permits necessary to complete the work, including the Building Permit which the Owner shall pay for prior to the start of the work. Before final acceptance of any part of the work, the Contractor shall furnish the Architect with "Certificates of Inspection" and "Certificates of Occupancy" stating that the work has been approved by the Building Department. 24. The Contractor shall carry all needed insurance, licenses, fees, permits, taxes as required by law for the duration of the project. 25. The Contractor shall maintain liability insurance to protect himself and indemnify and hold the Owner and the Architect harmless from any and all claims for damages, for personal bodily injury or death, or property damage during the course of the contract. Fire Insurance shall be maintained by the Owner. 26. The Contractor shall provide sufficent means for protecting existing construction, new construction and materials from damage by other trades, weather, vandals for the course of the project. The Contractor shall provide all barricades, fences and other items required by local ordinances and codes. 27. All plumbing fixtures, lighting fixtures, door hardware, finishes, hardware and miscellaneous items shall be selected and or approved by the Owner and Architect. "Or approved equal" means equal approved by the Architect. 28. Field samples and mock-ups shall be prepared at the site by the Contractor. Affected finish work shall not be started until the Architect has accepted as satisfactory the field samples and or mock up in writing. 29. If the Contractor desires to use any other brand or manufacturer of equal quality, appearance and utility to the product specified, he shall request a substiution to the Architect with specifications and samples. The Architect will accept or reject the request for substitution and his decision will be final. Unless substitutions are requested as provided herein, deviations from the drawings and specifiacations will not be permited. 30. The Owner may order extra work or make changes by altering, adding to, or deducting from the work with a formal "Change Order". The contract sum shall be adjusted accordingly. Changes or alterations shall be approved by the Architect prior to the start of any work. 31. The Architect will in no way be responsible for how the work is performed, safety in, on or about the job site, nor means, methods or timeliness in the performance of the work. 32. The Architect reserves the right to reject any materials and work quality which are not considered to be up to the highest standards of the various trades involved. Such inferior material or work quality shall be repaired or replaced as directed by the Owner at no additional cost to the Owner. 33. All findings of the Soils Report as prepared by the Geotechnical Engineer are part of these plans. 34. The Contractor shall notify the Architect immediately for direction in the event that any unusual conditions not covered by these plans are encountered during construction. 35. The Contractor shall have a superintendant at the job site whenever any work under this Contract is being performed in order to provide constant supervision. 36. The Contractor shall maintain the job site in a neat and safe condition in accordance with Title 8 of the Construction Safety Orders at all times during the construction period. The Contractor shall on a weekly basis, clean up, remove and dispose of all debris from the job. 37. The Contractor shall provide and locate all ducts, accces panels and return air grilles as required for the mechanical system. Prior to any mechanical work, the Contractor shall provide the Architect with drawings of the proposed locations of the above items. The Architect shall approve the drawings and the locations before any work shall begin. 38. All shoring and bracing necessary for construction of the project is the sole responsibility of the Contractor. 39. The Contractor shall submit 2 copies of required shop drawings, cut sheets, materials samples used in the project to the Architect before purchase and delivery to the site. All shop drawings shall be approved by the Architect. The Architect's approval of such drawings shall not relieve the Contractor of responsibility for errors of any sort pertaining to the shop drawings. The Architect's approval is merely a review for the limited purpose of checking for conformance with the information given and the design concept expressed in the Contract Documents. The Contractor is responsible for the adequacy of the performance, dimensions given and the design criteria required by the Contract Documents. 40. All utilities shall be undergrounded to the nearest utility pole or transformer. The Contractor shall be responsible for any damage to underground utility lines. Where utility lines must be maintained under a building, they must be properly sleeved through foundation walls. Contact DIG ALERT before starting any underground work. 41. This Project shall comply with NPDES, SUSMP, and BMP requirements. 42. Exterior walls shall be approved noncombustible or ignition resistant material, heavy timber, or log wall construction or shall provide protection from the intrusion of flames and embers in accordance with standard SFM 12-7A-1. 43. Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles ( 107 lux) over the area of the room at a height of 30" above the floor level. 44. Stairways within dwelling units and exterior stairways serving a dwelling unit shall have an illumination level on tread runs of not less than 1 foot candle ( 11 lux ). 45. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated in accordance with the International Mechanical Code 1203.4.2.1 COVER SHEET 1 - COLOR RENDERS COVER SHEET 2 - COLORED ELEVATIONS TITLE SHEET EXISTING SURVEY SITE PLAN LANDSCAPE / HARDSCAPE PLAN FLOOR PLANS FLOOR AREA CALCS. ROOF PLAN / AREA CALCS. EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS CS-1 CS-2 TS A-0.0 A-1.0 A-1.1 A-2.0 A-2.1 A-3.0 A-4.0 A-4.1 A-5.0 PROJECT ADDRESS 729 Via Lido Soud Newport Beach, CA 92663 LEGAL DESCRIPTION Lot 27, Tract 907, Newport Beach, California, Orange County Zone: R-1 Single Family Residential APN: 423-265-09 PROJECT DESCRIPTION Demo existing S.F.R. and construct a new two story single family residence in the Lido Isle Community Assoc. CODE ANALYSIS Code:CBC, CPC, CMC, CEC Construction Type:V-B SPR Occupancy R3 / U AREA CALCULATIONS PROPOSED AREAS: Lower Floor 1,132 sf Upper Floor 1,580 sf Total Habitable 2,712 sf Garage 474 sf Mechanical 53 sf Total Non-Habitable 527 sf Total Area (Hab. + Non Hab.)3,239 sf Upper Level Covered Decks 240 sf Total Outdoor 240 sf Lot Area 3,278 sf Buildable Area ( lot area - required setbacks)2,310 sf HOA - Max F.A.R. floor area ratio ( B.A. X 1.5) Governs 3,465 sf City - Max F.A.R. floor area ratio ( B.A. X 2)4,620 sf Total Area is less than Max allowable F.A.R. = Project complies OK 3,239 < 3,465 sf HOA HEIGHT LIMIT ( 3:12 Roof Pitch req'd.) Midpoint of roof plane ( above average curb height 13.16')22'0" ( 35.16') Roof Ridge ( above average curb height 13.16')24'0" ( 37.16') Average Curb Height = 13.12' + 13.20' = 26.32' / 2 = 13.16' Max Roof Height = 13.16' + 24.0' =37.16' *HOA Height Limit Governs as more restrictive than City SETBACKS Front (street side) 4'0" Rear (water side)10'0" Side yards ( each )3'0" 1.Fire Sprinklers ( detailed drawings and specs shall be submitted to the Bldg. Dept / NBFD ) R E V I S I O N SDEFERRED SUBMITTALS OWNER JOHN AND LAURA ARMOUR 729 Via Lido Soud Newport Beach, CA 92663 ARCHITECT GRAHAM ARCHITECTURE 1278 Glenneyre Street, #107 Laguna Beach, CA 92651 (949) 715-2365 BUILDER GALLO BUILDERS 1105 North Coast Hwy. Laguna Beach, CA 92651 (949) 715-9874 SURVEYOR GUIDA SURVEYING 9241 Irivine Blvd. , Suite 100 Irvine, CA 92618 (949) 777-2000 INTERIOR DESIGNER TIM CLARKE DESIGN 2630 Pico Blvd. Santa Monica, CA 90405 (310) 452-8374 GEOLOGIST ROBERT MCCARTHY CONSULTING 23 Corporate Plaza, Suite 150 Newport Beach, CA 92660 (949) 629-2539 STRUCTURAL ENGINEER T.B.D. T-24 ENGINEER T.B.D. MECHAICAL ENGINEER T.B.D. CIVIL ENGINEER T.B.D. L I D O H O U S E 7 2 9 V I A L I D O S O U D, N E W P O R T B E A C H, CA PRELIM INARY HOA SETV - 1.0(Fully sprinklered per NFPA 13D ) CITY HEIGHT LIMIT ELEVATION DETERMINATION Based on 4 corners of the existing Lower footprint : Base Flood F.F. Elev.= 10.9' min. (per NAVD88) Max Bldg. Height Elev. = 13.41' + 29.0' = 42.41' ( for sloped 3:12 Roof ) Max Bldg. Height Elev. = 13.41' + 24.0' = 37.41' ( for Flat Roof ) * HOA Height Limit Governs = 13.16' + 24.0' = 37.16' EXISTING SITE SLOPE PERCENTAGE DETERMINATION Max Height Elev. Determination Calc. CORNER N.W. N.E. S.W. S.E. Avg. ( E.) Grade (E.) Grades at Footprint Corners in feet 13.13' 13.30' 13.59' 13.63' 13.41' Lot Slope Calc. CORNER ( Highest ) S.E. ( Lowest ) N.W. Distance between Avg. Lot Slope % (E.) Grades at Footprint Corners in feet 13.63' 13.13' 84.42' .5 % LOT COVERAGE DETERMINATION Total Habitable Lower Floor + Garage + Mech = 1,659 sf Footprint Lower Footprint / Buildable Area = 1,659 sf / 2,310 sf = 71.8 % MINIMUM OPEN SPACE VOLUME DETERMINATION 15% X Buildable Lot Area ( 2,310 sf ) = 346.5 sf minimum Lower Floor Open Volumes = 456.7 sf Upper Floor Open Volumes = 396.9 sf TOTAL Open Volumes = 853.6 sf 854 sf > 347 sf = OK 10.15.21 SITE TITLE SHEET PRECISE GRADING PLAN SECTIONS + DETAILS EROSION CONTROL PLAN LIFT STATION DETAILS C-1 C-2 C-3 C-4 C-5 PA2022-001 1 2 3 5 6 7 4 2 4 6 7 55 1 3 Legend Surveyor's Statement NEWPORT BEACH, CALIFORNIA 729 VIA LIDO SOUD9241 IRVINE BLVD, SUITE 100(949) 777-2000 FAX (949) 777-2050IRVINE, CALIFORNIA 92618EMAIL: GSICORP @ GUIDASURVEYING.COMGUIDA SURVEYING INC.REVISIONSBasis of Bearings: Date of Survey Benchmark Note: (172.22) Monument Notes: References: AT RFEO OCALIFFP.L.S. 7542PRO S T MITESSIO N A L L AND V EONIAF .SYT TEOH I GSU R RYTPROPERTY CORNER SPOT ELEVATIONS A-0.0 EXISTING SURVEY EXISTING SURVEY PA2022-001 N68°52'44"W 35.00' Date No Description DATE: A-1.0 SITE PLAN graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/8" = 1'-0" N 10.15.21 SITE PLAN E T TVGW S GGW EXISTING RESIDENCE SCO SCOLOT 28 (5.69) (13.57) (6.62) (4.36) (3.39) (3.19) (5.21) (6.89) SANDSAND NATURAL GROUND NATURAL GROUND (13.43)(13.50)(13.42)(13.37) (13.31) R.S.B. 255/18 (12.90')(12.97) TC(12.52) FL(12.61) LIP (12.66) TC(12.51) FL (13.04) TC(12.59) FL(12.63) LIP (13.12) TC(13.16) WALL (13.15) EOC (13.20) TC (13.19) TC(12.72) FL(12.79) LIP (12.83) TC(12.73) FL (12.84) TC(12.73) FL (13.19) TC(12.72) FL(12.78) LIP (13.34) EMH (13.33) TMH CCCC(00.00) SSMH (13.51) RIM 10" (2.41) IN (12.75) TC (13.17) BLDC (20.06) WIND (20.04) WIND (19.82) BLDC (13.49) WALL (13.64) WALL (9.06) DECK (7.25) DECK (9.06) STRS (9.09) DECK (9.10) DECK (13.26) EOC (13.25) EOC (19.37) BLDC (13.42) WALL (13.53) WALL STAIRS N70°14'26"W 317.33'22.50'22.50'RADBER22.50'30.00' 5' (E.) BLOCK WALL 5' (E.) BLOCK WALL SFN 260.89'BER 44.30' RAD BER 20.70'84.48' 35.00' VIA LIDO SOUD CL BASIS OF BEARINGS 21.5'21.4' (6.94)DDDD(00.00)(13.70) WALL SFN SFN SEA WALL (13.41') (13.12')(13.21)TRACT NO. 907 M.M. 28/25-36 LOT 29 LOT 25 BOAT DOCK100.00' RADBER 30.00'N19°45'34"EN19°45'34"E C O N T R O L P O IN T 1 3 .2 7 ' FND GEAR SPK/WASHER LS4653 FLUSH 13.55'11060 FND NAIL AND TAG ILL FLUSH 13.07'11101 DASHED YELLOW LANE LINE 13.43'12000 LIP12.78'12001 FL 12.72'12002 TC13.19'12003TC12.84'12004FL 12.73'12005 SEWER MANHOLE 13.51'12037 LIP12.61'12074 FL 12.51'12075 TC12.66'12076 TC12.97'12077FL 12.52'12078 DASHED YELLOW LANE LINE 13.31'12269 35.01'94.06'93.23'(13.45') 6' (E.) BLOCK WALL 6' (N.) BLOCK WALL SHOWN DASHED NEWPORT CHANNELelec.. 5' ht. Gate SHWR. GARAGE COV. ENTRY UP COURTYARD 6' ht. Pivot Gatecanopy edge 2 CAR (20' X 20') P.L. P.L. 3'-0" setback 4'-0"setback10'-0"setbackF.S. 13.38' F.S. 13.38' F.S. 13.34' conc. DRIVEWAYbasalt pavers conc. setback F.S. 13.6' F.S. 13.35' conc.conc.conc. F.L. 12.73' F.S. 13.22'F.S. 13.38'F.S. 13.22'F.S. 13.22'F.S. 13.68' F.S. 13.34' F.S. 13.34' F.S. 13.34' F.S. 13.34' F.S. 13.34' F.S. 13.68' F.S. 13.68' REAR TERRACEstone LOWER FOOTPRINTF.F. 13.68' stone setback 1,659 SF F.S. 13.34'slopeP.A. P.A. 3'-4"5" THICK CONC. FLATWORK TOP CAST FINISH / SAW CUT JOINTS slopeN70°14'26"W 35.00' LOT 27 PODOCARPUS GRACILIOR HEDGE 24" BOX - MAINTAINED AT 6' HT. PODOCARPUS GRACILIOR HEDGE 24" BOX - MAINTAINED AT 6' HT. COURTYARDF.S. 13.68'stone ENTRYF.F. 13.68'MECH.EXISTING PROTECT IN PLACE EXISTING PROTECT IN PLACE conc. 40" WIDE FIRE ACCESS PATH CONC. FLATWORK 3'-4" F.S. 13.6' P.L. P.L. P.L. EXISTING RESIDENCE LOT 26 TOTAL LANDSCAPE AREA = 227 SF < 500 SF MAX ALLOW. - does not req. W.E.L.O. 3,278 SF LOT AREA 2,310 SF BUILDABLE AREA MAX SF = BUILDABLE AREA X 1.5 = 3,465 SF LOWER PLAN = 1,659 SF ( inc. Garage / Mech. ) UPPER PLAN = 1,580 SF TOTAL AREA = 3,239 SF ( Less than 3,465 SF ) TOTAL BALCONY AREA = 240 SF GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 3'-0" AVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet * THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B. * PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION HOA MAX ROOF HEIGHT CALC.PRELIM INARY HO A SETV - 1.0NW PROPERTY CORNER 13.12' NE PROPERTY CORNER 12.90' SE PROPERTY CORNER 13.45' SW PROPERTY CORNER 13.41' PROPERTY CORNER SPOT ELEVATIONS 5'-0" TALL ( E.) BLOCK WALL 3'-10" TALL ( E.) BLOCK WALL 5'-0" TALL ( E.) BLOCK WALL 3'-10" TALL ( E.) BLOCK WALL (E.) BLOCK SITE WALL TO REMAIN W/ SMOOTH STUCCO FINISH PA2022-001 Date No Description DATE: A-1.1 LANDSCAPE- HARDSCAPE PLAN graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/4" = 1'-0"400 amp.ELEC.VIA LIDO SOUD NEWPORT CHANNEL 35.01' . 5' ht. Gate SHWR. GARAGE COV. ENTRY UP COURTYARD LANDSCAPE - HARDSCAPE PLAN6' ht. Pivot GateN canopy edge 2 CAR (20' X 20')2'-0"canopy edge P.L. setback P.L. P.L. P.L.3'-0" setback 4'-0"setback10'-0"setbackF.F. 13.68' F.S. 13.38' F.S. 13.38' cont. slot draincont. slot drain 2 % slope2 % slopeF.F. 13.68' F.S. 13.34' stone epoxy conc. DRIVEWAYbasalt pavers conc. setback F.S. 13.6' F.S. 13.35' stonestone conc. E.G. 6.89' (sand) DOCKexisting to remain STAIRSexisting to remain conc. conc. F.L. 12.73' asphalt COURTYARDF.S. 13.68'stone conc. F.S. 13.22' F.S. 13.38'F.S. 13.22'conc. F.S. 13.22' F.S. 13.6'woodLOT 28 F.S. 13.68' F.S. 13.34' F.S. 13.34' F.S. 13.34' F.S. 13.34' F.S. 13.34' F.S. 13.6' F.S. 13.68' F.S. 13.68' REAR TERRACEstone LOWER FOOTPRINT F.F. 13.68' stone 3'-0" setback93.23'94.06'EXISTING RESIDENCE NEW 6' HIGH BLOCK SITE WALLW/ SMOOTH STUCCO FINISH(E.) 5' HT. BLOCK SITE WALL TO REMAIN W/ SMOOTH STUCCO FINISH (E.) 6' HIGH BLOCK SITE WALL TO REMAIN W/ SMOOTH STUCCO FINISH (E.) 6' HIGH BLOCK SITE WALL TO REMAIN W/ SMOOTH STUCCO FINISH 1,661 SF 35.0' F.S. 13.34' 6" x 6" FLAMED BASALT PAVERS 6" x 6" FLAMED BASALT PAVERS slopeP.A. P.A. 3'-4" FIRE ACCESS PATH (E.) 5' HIGH BLOCK SITE WALL TO REMAIN W/ SMOOTH STUCCO FINISH (E.) 5' HIGH BLOCK SITE WALL TO REMAIN W/ SMOOTH STUCCO FINISH 5" THICK CONC. FLATWORK TOP CAST FINISH / SAW CUT JOINTS (N.) 5" THICK CONC. FLATWORK TOP CAST FINISH / SAW CUT JOINTS 2' X 4' LIMESTONE TILE EXISTING DOCK- PROTECT IN PLACE (E.) BLOCK SITE WALL TO REMAIN W/ SMOOTH STUCCO FINISH BEACH PEBBLES AT GAPS - TYP.CAST IN PLACE CONC. PADS 5" THICK- TOP CAST FINISH PODOCARPUS GRACILIOR HEDGE24" BOX - MAINTAINED AT 6' HT. PODOCARPUS GRACILIOR HEDGE 24" BOX - MAINTAINED AT 6' HT. 2' X 4' LIMESTONE TILE ON 5" THICK CONC. FLAT WORK slopeLOT 26EXISTING RESIDENCE 2' X 4' LIMESTONE TILE TOTAL LANDSCAPE AREA = 227 SF < 500 SF MAX ALLOW. - does not req. W.E.L.O. 3,278 SF LOT AREA 2,310 SF BUILDABLE AREA MAX SF = BUILDABLE AREA X 1.5 = 3,465 SF LOWER PLAN = 1,659 SF ( inc. Garage / Mech. ) UPPER PLAN = 1,580 SF TOTAL AREA = 3,239 SF ( Less than 3,465 SF ) TOTAL BALCONY AREA = 240 SF GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 PRELIM INARY HOA SETV - 1.010.15.21 PA2022-001 Date No Description DATE: A-2.0 FLOOR PLANS graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/4" = 1'-0" City N.B. 20.30.110 (4A i and iii) awning / canopy project max allow UPPER PLAN Tub. /Shwr. Shwr. HALL BATH 2 BATH 3 BALC. PRIMARY BEDROOM 1 COURTYARD BELOW STREET BALC.CLOSET CAB.LAUNDRY W/D stack hangingSTAIR DN. ELEV. Shwr.CLOSET CAB.high windowshigh windows KIDS ROOM high windowshigh windowDESKhigh windowhigh windowFull Ht. cab. ART WALL high windowsNEWPORT CHANNEL VIA LIDO SOUD Mech.chaseglass guardrail canopy + roof edge roof edgeroof edge roof edgeP.L. TV LIFTTV belowFull Ht. Bookcase BUNK BEDS upper cab.benchclg. vault aboveART WALL BEDROOM 2 BEDROOM 3 clg. pop up above clg. pop up above canopy edge setback P.L. P.L. P.L. 3'-0" setback 4'-0"setback10'-0"setback2'-6"2'-0"2'-0"2'-0"2'-0" 2'-0" City N.B. 20.30.110 (4A i and iii) awning / canopy project max allow stone F.S. 24.52' PRIMARY FOYERwood F.F. 24.6'wood F.F. 24.6'woodF.F. 24.6'wood F.F. 24.6'wood stonestonewoodstone stone F.F. 24.6'wood F.F. 24.6'wood F.S. 24.52'F.S. 24.52' stone skylight abv.skylight abv.skylight abv.skylight abv.35.01' BATH 1 high windowhigh windowsShwr. glass guardrail canopy + roof edge 3'-0" setback 2'-0" setback roof edgestone stone skylight abv.WICskylight abv.W.C.stone LINEN cab. stone KIDS BATHstone skylight abv.2 A5.0 1 A5.0 3 A5.0 VIA LIDO SOUD NEWPORT CHANNEL 35.01' 3,278 SF LOT AREA 2,310 SF BUILDABLE AREA 36" ref. . 2 HVAC stack ELEV. 5' ht. Gate KITCHEN LIVING POWDER WET BARREAR TERRACEART WALLENTRY PANTRY SHWR.planting areaplanting areaW.H. F.P. 30" Sub Zero ICE 24" Sub Zero 24" Sub ZeroWINE DISPLAYGARAGE STOR. CABS.STOR. CABS.STAIR COV. ENTRY UP ART WALLMAX SF = BUILDABLE AREA X 1.5 = 3,465 SF LOWER PLAN = 1,659 SF ( inc. Garage / Mech. ) UPPER PLAN = 1,580 SF TOTAL AREA = 3,239 SF ( Less than 3,465 SF ) TOTAL BALCONY AREA = 240 SF LOWER PLAN6' ht. Pivot GateN DWD.W. canopy edge DW24" ref. drawersDINING 30" Sub Zero DUCT CHASE Low Bench30" AV rack STOR. CAB.mail slottrash Micro H2O sys.TV aboveupper cab.planting area2 CAR (20' X 20')planting area400 amp.ELEC.2'-0"2'-0"canopy edge P.L. setback P.L. P.L. P.L.3'-0" setback 4'-0"setback3'-0" setback 10'-0"setback2'-6"F.F. 13.68' F.S. 13.38' F.S. 13.38' work bench cont. slot draincont. slot drain 2 % slope2 % slopeF.F. 13.68' F.F. 13.68' F.F. 13.68' F.S. 13.34' stone epoxy conc. DRIVEWAYbasalt pavers conc. stone stone stone stone stone City N.B. 20.30.110 (4A i and iii) awning / canopy project max allow setback F.S. 13.6' F.S. 13.35' stonestone conc. E.G. 6.89' (sand) DOCKexisting to remain STAIRSexisting to remain conc. conc. City N.B. 20.30.110 (4A i and iii) awning / canopy project max allow F.L. 12.73' asphalt conc. F.S. 13.22' F.S. 13.38'F.S. 13.22'conc. F.S. 13.22' F.F. 13.68'stone F.S. 13.6' stone woodF.S. 13.34' F.S. 13.68' F.S. 13.34' F.S. 13.34' F.S. 13.34' F.S. 13.34' F.S. 13.34' F.S. 13.6' F.S. 13.68' F.S. 13.68' 3'-0"planting area2 1 A5.0 A5.0 clg. pop up above3 A5.0 GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 26'-5" 28'-10"3'-1"3'-1" 13'-5 1/2"5'-0 1/2"16'-3"3'-0"31'-7 1/2"13'-5 1/2"10'-9 1/2"2'-0"2'-0"23'-4"26'-5" 28'-10"3'-1"3'-1"5'-0 1/2"3'-0"71'-2 1/2"2'-0"2'-0"9'-11 1/2"COURTYARDF.S. 13.68'stone 21'-1 1/2"4'-0"9'-10 1/2" 13'-9"22'-5 1/2"28'-2"16'-0"10'-1 1/2"7'-4" 4'-0"4'-0"2'-0"2'-0"2'-0 1/2"11'-3"27'-0"76'-9"2'-0"2'-0"2'-0 1/2"10'-5"40" clear FIRE ACCESS travel path PRELIM INARY HOA SETV - 1.010.15.21 PA2022-001 13'-9"22'-5 1/2"Date No Description DATE: FLOOR AREA CALCS. graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/4" = 1'-0" A-2.1 UPPER PLAN AREA BALC. COURTYARD BELOW STREET BALC. STAIR ELEV.high windowsglass guardrail canopy + roof edge roof edgeroof edgeroof edgeP.L. canopy edge setback P.L. P.L. P.L. glass guardrail canopy + roof edge setback roof edge3,278 SF LOT AREA 2,310 SF BUILDABLE AREA . ELEV. REAR TERRACE F.P. 30" Sub Zero STOR. CABS.STOR. CABS.STAIR COV. ENTRY MAX SF = BUILDABLE AREA X 1.5 = 3,465 SF LOWER PLAN = 1,659 SF ( inc. Garage / Mech. ) UPPER PLAN = 1,580 SF TOTAL AREA = 3,239 SF ( Less than 3,465 SF ) TOTAL BALCONY AREA = 240 SF LOWER PLAN AREA N DWD.W. canopy edge 30" Sub Zero DUCT CHASE trash canopy edge P.L. setback P.L. P.L. P.L. DRIVEWAY setback DOCK STAIRS COURTYARD GARAGE MECH. 474.4 S.F. 3'-8 1/2"14'-2"5'-10 1/2"21.8 S.F. 52.5 S.F. 3.2 S.F. 760.5 S.F. 22.6 S.F. 249.3 S.F. 74.2 S.F. .3 S.F. 21'-1 1/2"6'-1"28'-2"22'-5 1/2"27'-0"7'-0"5 1/2"28'-2"16'-0"9'-6 1/2"10'-1 1/2"7"7'-4" 6 1/2" LEGEND - LOWER LEVEL HABITABLE AREA MECH. AREA GARAGE AREA BALC. AREA 474.4 SF 0 SF 52.5 SF 1,132 SF LEGEND - UPPER LEVEL HABITABLE AREA MECH. AREA GARAGE AREA BALC. AREA 0 SF 240 SF 0 SF 1,580 SF setbacksetbacksetbacksetback210.6 S.F. 616.3 S.F. 145.4 S.F. -24.5 S.F. -38.6 S.F. -19.1 S.F. 835.4 S.F. 86.5 S.F. 4.0 S.F.4.0 S.F. 12'-11 1/2"13'-5 1/2"5'-0 1/2"23'-4"16'-3"3'-0"31'-7 1/2"5'-0 1/2"23'-4"16'-3"3'-0"31'-7 1/2"5'-3"4'-8"4'-4"4'-0 1/2"4'-5"4'-7 1/2"13'-5 1/2" 26'-5" 28'-10" 26'-5" 28'-10"2'-0"2'-0"2'-0"2'-0"2'-0 1/2"4'-0"4'-0" 4'-0"9'-10 1/2"2'-0"2'-0"2'-0 1/2"10'-5"11'-3"9'-11 1/2"3'-1"3'-1"10'-9 1/2"3'-1"3'-1"2'-0"2'-0"GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 PRELIM INARY HOA SETV - 1.010.15.21 PA2022-001 Date No Description DATE: A-3.0 ROOF PLAN / AREAS graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663SCALE:1/4" = 1'-0" N ROOF PLAN AREA P.L. P.L. P.L. P.L. roof edge setback wall below roof edge setback wall belowroof edgeroof edgeroof edgeVIA LIDO SOUD CHARCOAL GREY GRAVEL BALLAST ON FLAT ROOF COURTYARD BELOW roof edge wall below 26'-5"31'-8"26'-5"23'-4"2'-3"2'-3"11'-9"36 S.F. 36 S.F. 152 S.F. TOTAL ROOF AREA = 1,662 SF ( not inc. eaves) HIP ROOFS = 1,438 SF 12'-11 1/2" FLAT ROOFS = 224 SF ( does not exceed 25% max allow = 415 SF) NEWPORT CHANNEL ROOF PLAN flat glass skylight P.L. P.L. P.L. P.L. 3'-0" setback 4'-0"3'-0" setback 10'-0"setback2'-0"2'-0" 2'-0"2'-0"2'-6"City N.B. 20.30.110 (3A ) (roof project max allow )setback2'-0"City N.B. 20.30.110 (3A ) (roof project max allow ) 3:12 slope 3:12 slope 3:12 slope 3:12 slope RIDGE37.16' Max Ht. Limit ( 24' ) HOARIDGE37.16' Max Ht. Limit ( 24' ) HOA3:12 slope3:12 slope3:12 slope3:12 sloperoof edge setback wall below roof edge setback wall belowroof edgeroof edgeroof edgeVIA LIDO SOUD CHARCOAL GREY SLATE TILE - TYP. ON HIP ROOFS CHARCOAL GREY SLATE TILE - TYP. ON HIP ROOFS CHARCOAL GREY GRAVEL BALLASTON FLAT ROOF COURTYARD BELOW roof edge wall below flat glass skylightflat glass skylightflat glass skylight flat glass skylight 12" typ. 12" typ. CHARCOAL GREY SLATE TILE - TYP. ON HIP ROOFS COPPER METAL " KNIFE EDGE " WITH BUILT IN GUTTER - TYP. CHARCOAL GREY SLATE TILE - TYP. ON HIP ROOFS COPPER METAL " KNIFE EDGE " WITH BUILT IN GUTTER - TYP.6"6"flat glass skylight 2 1 A5.0 A5.0 flat glass skylight3 A5.0 829 S.F. 609 S.F. GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 37.16' TRAVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet * THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B. * PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION HOA MAX ROOF HEIGHT CALC.37.16' TRPRELIM INARY HOA SETV - 1.010.15.21 PA2022-001 Date No Description DATE: SCALE:1/4" = 1'-0" EXTERIOR ELEVATIONS graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663A-4.0WEST ELEV. F.F. 13.68' House F.F. 24.6' F.S. 13.38' Garage CHARCOAL GREY SLATE TILE FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS / WINDOWS 4'-0"P.L.P.L.S.B.S.B.E.G. 6.89' sand beach 10'-0" setback setback F.F. 13.68' House F.F. 24.68'9'-5"plate1'-6"8'-4"plate400 amp. elecBRZ. MAIL SLOT 5' HT. CEDAR WD. GATE - STAIN MECH. DOORS CEDAR WD. LOUVERS - STAIN 3 : 123 : 12 3 : 123 : 12 SMOOTH STUCCO WITH INTEGRAL COLOR FLAT GLASS SKYLIGHT STREET BALC. 37.16' Max Ht. Limit ( 24' ) HOA 35.16' Avg. Ht. roof midpoint ( 22' ) 37.16' Max Ht. Limit ( 24' ) HOA 35.16' Avg. Ht. roof midpoint ( 22' ) 2'-0" min. BOARD FORMED CONCRETE - TINTED CREAM 42" HIGH STEEL GUARDRAIL PAINTED MEDIUM BRONZE WITH CLEAR GLASS ALUMINUM CLAD FASCIA WITH MEDIUM BRONZE FINISH BOARD FORMED CONCRETE - TINTED CREAM 42" HIGH STEEL GUARDRAIL PAINTED MEDIUM BRONZE WITH CLEAR GLASS ALUMINUM CLAD FASCIA WITH MEDIUM BRONZE FINISH SMOOTH STUCCO WITH INTEGRAL COLOR CHARCOAL GREY SLATE TILE ALUMINUM CLAD FASCIA WITH MEDIUM BRONZE FINISH COPPER METAL " KNIFE EDGE " + FASCIA COPPER METAL " KNIFE EDGE " + FASCIA allowable canopy projection City N.B. allowable canopy projection City N.B. ALUM. METAL COL. COVER TO MATCH DOORS / WINDOWS FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS / WINDOWS 24'-0"13.16' HOA avg. curb ht.24'-0"13.16' HOA avg. curb ht. VIA LIDO SOUD 42" HIGH STEEL GUARDRAIL PAINTED MEDIUM BRONZE WITH CLEAR GLASS BALC. AVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet * THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B. * PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION HOA MAX ROOF HEIGHT CALC. GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 3 : 12 2'-0" F.F. 13.68' House F.F. 24.6' 35'-0" 3'-0"3'-0" 2'-0"9'-5"S.B.P.L.8'-4"3 : 12 12"12"plateplateF.S. 13.38' Garage O P E N BOARD FORMED CONCRETE - TINTED CREAM 5' HIGH SMOOTH STUCCO WALL WITH INTEGRAL COLOR6' HIGH SMOOTH STUCCO WALL WITH INTEGRAL COLOR CEDAR WOOD GARAGE DOOR W/ITH VERTICAL SLATS -STAIN GRADE CHARCOAL GREY SLATE TILE SMOOTH STUCCO WITH INTEGRAL COLOR FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS / WINDOWS COPPER METAL " KNIFE EDGE " + FASCIA 42" HIGH STEEL GUARDRAIL PAINTED MEDIUM BRONZE WITH CLEAR GLASS ALUMINUM CLAD FASCIA WITH MEDIUM BRONZE FINISH CEDAR WOOD GATE BEYOND- STAIN GRADE F.F. 13.68' House F.F. 24.6'S.B.P.L.1'-6"37.41' Max Ht. Limit - CITY 24'-0"37.16' Max Ht. Limit ( 24' ) HOA 13.16' HOA avg. curb ht. 35.16' Avg. Ht. roof midpoint ( 22' ) NORTH ELEV. - STREET PRELIM INARY HOA SETV - 1.010.15.21 PA2022-001 Date No Description DATE: EXTERIOR ELEVATIONS graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663A-4.1 SCALE:1/4" = 1'-0" AVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet * THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B. * PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION HOA MAX ROOF HEIGHT CALC. GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 3 : 12 2'-0" F.F. 13.68' House F.F. 24.6' 35'-0" 3'-0"3'-0" 2'-0"9'-5"P.L.8'-4"3 : 12 12"12"plateplateBOARD FORMED CONCRETE - TINTED CREAM CHARCOAL GREY SLATE TILE SMOOTH STUCCO WITH INTEGRAL COLOR FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS / WINDOWS COPPER METAL " KNIFE EDGE " + FASCIA 42" HIGH STEEL GUARDRAIL PAINTED MEDIUM BRONZE WITH CLEAR GLASS ALUMINUM CLAD FASCIA WITH MEDIUM BRONZE FINISH F.F. 13.68' House F.F. 24.6'S.B.P.L.1'-6"37.41' Max Ht. Limit - CITY 24'-0"37.16' Max Ht. Limit ( 24' ) HOA 13.16' HOA avg. curb ht. 35.16' Avg. Ht. roof midpoint ( 22' ) ALUM. METAL COL. COVER TO MATCH DOORS / WINDOWS S.B.FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS - multi slide SOUTH ELEV. - WATER F.F. 13.68' House F.F. 24.6' F.S. 13.38' Garage CHARCOAL GREY SLATE TILE FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS / WINDOWS 4'-0"P.L.P.L.S.B.S.B.E.G. 6.89' sand beach 10'-0" setbacksetback F.F. 13.68' House F.F. 24.68'9'-5"plate1'-6"8'-4"plate6' HT. BRONZE PIVOT GATE 3 : 12 3 : 123 : 12 3 : 12 SMOOTH STUCCO WITH INTEGRAL COLOR FLAT GLASS SKYLIGHT STREET BALC. 37.16' Max Ht. Limit ( 24' ) HOA 35.16' Avg. Ht. roof midpoint ( 22' ) 37.16' Max Ht. Limit ( 24' ) HOA 35.16' Avg. Ht. roof midpoint ( 22' ) 2'-0" min. BOARD FORMED CONCRETE - TINTED CREAM 42" HIGH STEEL GUARDRAIL PAINTED MEDIUM BRONZE WITH CLEAR GLASS ALUMINUM CLAD FASCIA WITH MEDIUM BRONZE FINISH BOARD FORMED CONCRETE - TINTED CREAM 42" HIGH STEEL GUARDRAIL PAINTED MEDIUM BRONZE WITH CLEAR GLASS ALUMINUM CLAD FASCIA WITH MEDIUM BRONZE FINISH SMOOTH STUCCO WITH INTEGRAL COLOR CHARCOAL GREY SLATE TILE ALUMINUM CLAD FASCIA WITH MEDIUM BRONZE FINISH COPPER METAL " KNIFE EDGE " + FASCIA COPPER METAL " KNIFE EDGE " + FASCIA allowable canopy projection City N.B.allowable canopy projection City N.B. ALUM. METAL COL. COVER TO MATCH DOORS / WINDOWS FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS / WINDOWS 24'-0"13.16' HOA avg. curb ht.24'-0"13.16' HOA avg. curb ht. VIA LIDO SOUD42" HIGH STEEL GUARDRAIL PAINTED MEDIUM BRONZE WITH CLEAR GLASS CEDAR WOOD VERTICALSLATS -STAIN GRADE SMOOTH STUCCO WITH INTEGRAL COLOR BOARD FORMED CONCRETE - TINTED CREAM COURTYARD FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS / WINDOWS Vent ALUM. CLAD FASCIA - MEDIUM BRZ. FIN. FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS / WINDOWS BALC. EAST ELEV. PRELIM INARY HOA SETV - 1.010.15.21 PA2022-001 SMOOTH STUCCO WITH INTEGRAL COLOR 3 : 12 2'-0" F.F. 13.68' House F.F. 24.6' 35'-0" 3'-0"3'-0" 2'-0"9'-5"P.L.8'-4"3 : 12 12"12"plateplateBOARD FORMED CONCRETE - TINTED CREAM CHARCOAL GREY SLATE TILE COPPER METAL " KNIFE EDGE " FASCIA F.F. 13.68' House F.F. 24.6'S.B.P.L.1'-6"37.41' Max Ht. Limit - CITY S.B.POWDER FLEETWOOD MEDIUM BRONZE ALUMINUM DOORS - multi slide HALL KIDS BATH COURTYARD ENTRY24'-0"37.16' Max Ht. Limit ( 24' ) HOA 13.16' HOA avg. curb ht. 35.16' Avg. Ht. roof midpoint ( 22' ) Date No Description DATE: SCALE:1/4" = 1'-0" BUILDING SECTIONS graham architecture expressly reserves its common law copyright and other property rights in these drawings. these drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining the expressed written permission of graham architecture.LIDO HOUSE729 VIA LIDO SOUD , NEWPORT BEACH, CA 92663A-5.0 SECTION 3 SECTION 2 SECTION 1 3 : 12 2'-0" LIVING PRIMARY BEDROOM F.F. 13.68' F.F. 24.6'24'-0"35'-0" 3'-0"3'-0" 2'-0"S.Y.S.B.S.Y.S.B.P.L.P.L.3 : 12 12"12" w o o d b e a m s 2'-0"4'-0"4'-0"8'-4"1'-6"9'-5"wood beams 10'-5 1/2"plate ht.plate ht.11'-2"37.16' Max Ht. Limit ( 24' ) HOA 13.16' HOA avg. curb ht. 35.16' Avg. Ht. roof midpoint ( 22' ) 37.41' Max Ht. Limit - CITY 24'-0"13.41' established grade - CITY KITCHEN BATH 1O P E N SMOOTH STUCCO WITH INTEGRAL COLOR 3 : 12 2'-0" F.F. 13.68' House F.F. 24.6' 35'-0" 3'-0"3'-0" 2'-0"9'-5"P.L.8'-4"3 : 12 12"12"plateplateCOPPER METAL " KNIFE EDGE " FASCIA F.F. 13.68' House F.F. 24.6'S.B.P.L.1'-6"37.41' Max Ht. Limit - CITY S.B.FLEETWOOD MEDIUM BRONZE ALUMINUM WINDOWS HALLKIDS ROOM COURTYARD ENTRY 24'-0"37.16' Max Ht. Limit ( 24' ) HOA 13.16' HOA avg. curb ht. 35.16' Avg. Ht. roof midpoint ( 22' ) DUCT CHASE elec. panel6' HT. CEDAR WOOD GATE BEYOND- STAIN GRADE ALUM. CLAD FASCIA - MEDIUM BRZ. FIN. O P E N CHARCOAL GREY SLATE TILE SKYLIGHT AVG. CURB HEIGHT = 13.12' + 13.20' = 26.32' / 2 = 13.16 feet MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet * THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B * PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION. HOA MAX ROOF HEIGHT CALC. GRAHAM a r c h i t e c t u r e TEL: 949.715.2365 E: carlton@grahamarchitecture.com Laguna Beach, CA 92651 1278 Glenneyre St. # 107 PRELIM INARY HOA SETV - 1.010.15.21 PA2022-001 PRECISE GRADING PLAN FOR LOT 27 LIDO HOUSE 729 VIA LIDO SOUD, NEWPORT BEACH, CALIFORNIA C D HGFE 1 2 3 6 5 4 R E V I S I O N SLIDO HOUSETITLE SHEETLOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663LAND STRATEGIES, LLCA B C D HGFEABPA2022-001 1ƒ : 35.00' ET TVGW S GGW EXISTING RESIDENCE SCO SCOLOT 28 (5.69) (13.57) (6.62) (4.36) (3.39) (3.19) (5.21) (6.89) SANDSAND NATURAL GROUND NATURAL GROUND (13.43)(13.50)(13.42)(13.37)(13.31) (12.90')(12.97) TC(12.52) FL(12.61) LIP(12.66) TC(12.51) FL(13.04) TC(12.59) FL(12.63) LIP(13.12) TC(13.16) WALL (13.15) EOC (13.20) TC(13.19) TC(12.72) FL(12.79) LIP(12.83) TC(12.73) FL(12.84) TC(12.73) FL(13.19) TC(12.72) FL(12.78) LIP(13.34) EMH(13.33) TMH10" (2.11) OUT SSMH (13.51) RIM 10" (2.41) IN (12.75) TC(13.17) BLDC (20.06) WIND (20.04) WIND (19.82) BLDC (13.49) WALL(13.64) WALL(9.06) DECK (7.25) DECK (9.06) STRS (9.09) DECK (9.10) DECK (13.26) EOC (13.25) EOC (19.37) BLDC (13.42) WALL (13.53) WALLSTAIRS 1ƒ :317.33'22.50'22.50'RADBER22.50'30.00' 5' (E.) BLOCK WALL 5' (E.) BLOCK WALL SFN 2 60.89'BER 44.30'RAD BER 20.70' 35.00' VIA LIDO SOUD CL BASIS OF BEARINGS 21.5'21.4'(6.94) (13.70) WALLSFN SFN SEA WALL (13.41') (13.12')(13.21)LOT 29 BOAT DOCK100.00' RADBER30.00'1ƒ (1ƒ (35.01'94.06'93.23'(13.45') 6' (E.) BLOCK WALL 6' (N.) BLOCK WALL SHOWN DASHED NEWPORT CHANNELelec.. 5' ht.Gate SHWR. GARAGE COV. ENTRY UP COURTYARD6' ht. PivotGatecanopy edge 2 CAR (20' X 20') P.L. P.L. 3'-0"setback 4'-0"setback10'-0"setbackF.S. 13.38' F.S. 13.38' F.S. 13.34' conc. DRIVEWAYbasalt pavers conc. setback F.S. 13.6' F.S. 13.35' conc.conc.conc. F.L. 12.73' F.S. 13.22'F.S. 13.38'F.S. 13.22'F.S. 13.22'F.S. 13.68' F.S. 13.34' F.S. 13.34' F.S.13.34' F.S. 13.34' F.S. 13.34' F.S. 13.68' F.S. 13.68' REAR TERRACEstone LOWER FOOTPRINT F.F. 13.68'stone setback 1,659 SF F.S. 13.34'slopeP.A. P.A. 3'-4"5" THICK CONC.FLATWORKTOP CAST FINISH / SAW CUT JOINTS slope1ƒ :35.00' PODOCARPUS GRACILIOR HEDGE 24" BOX - MAINTAINED AT 6' HT. PODOCARPUS GRACILIOR HEDGE 24" BOX - MAINTAINED AT 6' HT. COURTYARDF.S. 13.68'stone ENTRYF.F. 13.68'MECH.EXISTINGPROTECT IN PLACE EXISTING PROTECT IN PLACE conc. 40" WIDE FIRE ACCESS PATH CONC. FLATWORK 3'-4" F.S. 13.6' P.L. P.L. P.L. EXISTING RESIDENCE LOT 26 3'-0" 5'-0" TALL ( E.) BLOCK WALL 3'-10" TALL ( E.) BLOCK WALL 5'-0" TALL ( E.) BLOCK WALL 3'-10" TALL ( E.) BLOCK WALL (E.) BLOCK SITE WALL TO REMAIN W/ SMOOTH STUCCO FINISH 1ƒ : 35.00' ET TVGW S GGW EXISTING RESIDENCE SCO SCOLOT 28 (5.69) (13.57) (6.62) (4.36) (3.39) (3.19) (5.21) (6.89) SANDSAND NATURAL GROUND NATURAL GROUND (13.43)(13.50)(13.42)(13.37)(13.31) (12.90')(12.97) TC(12.52) FL(12.61) LIP(12.66) TC(12.51) FL(13.04) TC(12.59) FL(12.63) LIP(13.12) TC(13.16) WALL (13.15) EOC (13.20) TC(13.19) TC(12.72) FL(12.79) LIP(12.83) TC(12.73) FL(12.84) TC(12.73) FL(13.19) TC(12.72) FL(12.78) LIP(13.34) EMH(13.33) TMH10" (2.11) OUT SSMH (13.51) RIM 10" (2.41) IN (12.75) TC(13.17) BLDC (20.06) WIND (20.04) WIND (19.82) BLDC (13.49) WALL(13.64) WALL(9.06) DECK (7.25) DECK (9.06) STRS (9.09) DECK (9.10) DECK (13.26) EOC (13.25) EOC (19.37) BLDC (13.42) WALL (13.53) WALLSTAIRS 1ƒ :317.33'22.50'22.50'RADBER22.50'30.00' 5' (E.) BLOCK WALL 5' (E.) BLOCK WALL SFN 2 60.89'BER 44.30'RAD BER 20.70'84.48' 35.00' VIA LIDO SOUD CL BASIS OF BEARINGS 21.5'21.4'(6.94) (13.70) WALLSFN SFNSEA WALL (13.41') (13.12')(13.21)LOT 29 BOAT DOCK100.00' RADBER30.00'1ƒ (1ƒ (35.01'94.06'93.23'(13.45') 6' (E.) BLOCK WALL 6' (N.) BLOCK WALL SHOWN DASHED NEWPORT CHANNELelec.. 5' ht.Gate SHWR. GARAGE COV. ENTRY UP COURTYARD6' ht. PivotGatecanopy edge 2 CAR (20' X 20') P.L. P.L. 3'-0"setback 4'-0"setback10'-0"setbackF.S. 13.38' F.S. 13.38' F.S. 13.34' conc. DRIVEWAYbasalt pavers conc. setback F.S. 13.6' F.S. 13.35' conc.conc.conc. F.L. 12.73' F.S. 13.22'F.S. 13.38'F.S. 13.22'F.S. 13.22'F.S. 13.68' F.S. 13.34' F.S. 13.34' F.S.13.34' F.S. 13.34' F.S. 13.34' F.S. 13.68' F.S. 13.68' REAR TERRACEstone LOWER FOOTPRINTF.F. 13.68'stone setback 1,659 SF F.S. 13.34'slopeP.A. P.A. 3'-4"5" THICK CONC.FLATWORK TOP CAST FINISH / SAW CUT JOINTS slope1ƒ :35.00' PODOCARPUS GRACILIOR HEDGE 24" BOX - MAINTAINED AT 6' HT. PODOCARPUS GRACILIOR HEDGE24" BOX - MAINTAINED AT 6' HT. COURTYARDF.S. 13.68'stone ENTRYF.F. 13.68'MECH.EXISTING PROTECT IN PLACE EXISTINGPROTECT IN PLACE conc. 40" WIDE FIRE ACCESS PATHCONC. FLATWORK 3'-4" F.S. 13.6' P.L. P.L. P.L. EXISTING RESIDENCE LOT 26 3'-0" 5'-0" TALL ( E.) BLOCK WALL 3'-10" TALL ( E.) BLOCK WALL 5'-0" TALL ( E.) BLOCK WALL 3'-10" TALL ( E.) BLOCK WALL (E.) BLOCK SITE WALL TO REMAINW/ SMOOTHSTUCCO FINISH C D HGFE 1 2 3 6 5 4 R E V I S I O N SLIDO HOUSEGRADING & DRAINAGE LOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663LAND STRATEGIES, LLCA B C D HGFEAB “” “” “ ” “ ” PONDING & OVERFLOW EVALUATION ASSUMING ALL DRAINS OVERLOADED PRECISE GRADING PLANPA2022-001 C D HGFE 1 2 3 6 5 4 R E V I S I O N SLIDO HOUSESECTIONS AND DETAILSLOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663LAND STRATEGIES, LLCA B C D HGFEABPA2022-001 1ƒ : 35.00' ET TVGW S GGW EXISTING RESIDENCE SCO SCOLOT 28 (5.69) (13.57) (6.62) (4.36) (3.39) (3.19) (5.21) (6.89) SANDSAND NATURAL GROUND NATURAL GROUND (13.43)(13.50)(13.42)(13.37)(13.31) (12.90')(12.97) TC(12.52) FL(12.61) LIP(12.66) TC(12.51) FL(13.04) TC(12.59) FL(12.63) LIP(13.12) TC(13.16) WALL (13.15) EOC (13.20) TC(13.19) TC(12.72) FL(12.79) LIP(12.83) TC(12.73) FL(12.84) TC(12.73) FL(13.19) TC(12.72) FL(12.78) LIP(13.34) EMH(13.33) TMH10" (2.11) OUT SSMH (13.51) RIM 10" (2.41) IN (12.75) TC(13.17) BLDC (20.06) WIND (20.04) WIND (19.82) BLDC (13.49) WALL(13.64) WALL(9.06) DECK (7.25) DECK (9.06) STRS (9.09) DECK (9.10) DECK (13.26) EOC (13.25) EOC (19.37) BLDC (13.42) WALL (13.53) WALLSTAIRS 1ƒ :317.33'22.50'22.50'RADBER22.50'30.00' 5' (E.) BLOCK WALL 5' (E.) BLOCK WALL SFN 2 60.89'BER 44.30'RAD BER 20.70'84.48' 35.00' VIA LIDO SOUD CL BASIS OF BEARINGS 21.5'21.4'(6.94) (13.70) WALLSFN SFNSEA WALL (13.41') (13.12')(13.21)LOT 29 LOT 25 BOAT DOCK100.00' RADBER30.00'1ƒ (1ƒ (35.01'94.06'93.23'(13.45') 6' (E.) BLOCK WALL 6' (N.) BLOCK WALL SHOWN DASHED NEWPORT CHANNELelec.. 5' ht.Gate SHWR. GARAGE COV. ENTRY UP COURTYARD6' ht. PivotGatecanopy edge 2 CAR (20' X 20') P.L. P.L. 3'-0"setback 4'-0"setback10'-0"setbackF.S. 13.38' F.S. 13.38' F.S. 13.34' conc. DRIVEWAYbasalt pavers conc. setback F.S. 13.6' F.S. 13.35' conc.conc.conc. F.L. 12.73' F.S. 13.22'F.S. 13.38'F.S. 13.22'F.S. 13.22'F.S. 13.68' F.S. 13.34' F.S. 13.34' F.S.13.34' F.S. 13.34' F.S. 13.34' F.S. 13.68' F.S. 13.68' REAR TERRACEstone LOWER FOOTPRINTF.F. 13.68'stone setback 1,659 SF F.S. 13.34'slopeP.A. P.A. 3'-4"5" THICK CONC.FLATWORK TOP CAST FINISH / SAW CUT JOINTS slope1ƒ :35.00' PODOCARPUS GRACILIOR HEDGE 24" BOX - MAINTAINED AT 6' HT. PODOCARPUS GRACILIOR HEDGE 24" BOX - MAINTAINED AT 6' HT. COURTYARDF.S. 13.68'stone ENTRYF.F. 13.68'MECH.EXISTING PROTECT IN PLACE EXISTINGPROTECT IN PLACE conc. 40" WIDE FIRE ACCESS PATHCONC. FLATWORK 3'-4" F.S. 13.6' P.L. P.L. P.L. EXISTING RESIDENCE LOT 26 3'-0" MAX HEIGHT LIMIT = 13.16' + 24.0' = 37.16 feet * THE HOA HT. LIMIT MORE RESTRICTIVE AND GOVERNS OVER THE CITY OF N.B. * PROVIDE ROOF HEIGHT CERTIFICATION TO THE HOA DURING CONSTRUCTION 5'-0" TALL ( E.) BLOCK WALL 3'-10" TALL ( E.) BLOCK WALL 5'-0" TALL ( E.) BLOCK WALL 3'-10" TALL ( E.) BLOCK WALL (E.) BLOCK SITE WALL TO REMAINW/ SMOOTHSTUCCO FINISH “” C D HGFE 1 2 3 6 5 4 R E V I S I O N SLIDO HOUSEEROSION CONTROL PLANLOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663LAND STRATEGIES, LLCA B C D HGFEABPA2022-001 729 VIA LIDO SOUD, NEWPORT BEACH, CA LIFT STATION DETAILS729 VIA LIDO SOUDNEWPORT BEACH, CAS729 VIA LIDO SOUD NEWPORT BEACH, CA ALARM. 11.00 LEAD ON 9.5 1.25” STAINLESS STEEL GUIDE RAILS (2) REINFORCING RIBS OFF. 8.5 3/4” crushed rock ANTI-FLOTATION FLANGE BOTTOM 6.50 46” ALUMINUM DIAMOND TREAD COVER TOP 12.50 ALL PIPING IS3” SCH 80 PVC INV. 9.5 INV. 9.5 20" 12" 12" 72" 42" C D HGFE 1 2 3 6 5 4 R E V I S I O N SLIDO HOUSELIFT STATION DETAILSLOT 27729 VIA LIDO SOUD, NEWPORT BEACH, CA 92663A B C D HGFEABPA2022-001 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 A R T M E N T Planning Division Please Distribute to: Building/Tonee Thai Date: January 10, 2022 Please return PRR and Plans to Staff Planner David Lee, Associate Planner 949-644-3225 or dlee@newportbeachca.gov Applicant: GRAHAM Architecture Contact: Carlton Graham 949-715-2365 Project Name Armour Residence Address: 729 Via Lido Soud (PA2022-001) CD2022-002 A coastal development permit for the demolition of an existing single-unit residence and the construction of a new 2,712 sq. ft. single-unit residence with an attached 474 sq. ft. garage. REPORT REQUESTED BY: January 19, 2022 ZONING ADMINISTRATOR HEARING DATE: SELECT DATE Check all that apply: ❑ No comments on the project as presented. Notes: Signature Ext. Date ❑ 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) 1. Property is in Soils Liquefaction Seismic Hazard Area. Soils report must include recommendations for construction on liquefiable soils, and building foundation must comply with minimum requirements in City of Newport Beach Building Code Policy CBC 1803.5.11-12. 2. If total new impermeable surface area on site, including the roof structure, equals or exceeds 2,500sf and site drainage disharges to the city storm drainage system, or if some site runoff discharges into the bay Quality Management Plan will be required. Public Works/Harbor approval will be required for any site runoff discharging into the bay. Eric Skarin 3270 01-19-22 (an Environmentally Sensitive Receiving Water), a Water