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Home My WebLink AboutPA2022-0315_20230328_CDP Resubmittal Plans 42x30 (2)ROOM NAME NO. CLG HT. FLR BASE WALL CLG. XX AXXX XX X'-X" XX AXXX XX AXXX XX AXXX XX AXXX AXXX XX XX XXXX PROJECT LOCATION K1 CLG. HT. X'-X" DRAWING SHEET XX-XX XXXX X REVISION DOOR WINDOW WALL TYPE CEILING HEIGHT ALIGN ELEVATION DATUM LINE EXTERIOR ELEVATION BUILDING SECTION WALL SECTION INTERIOR ELEVATION SECTION DETAIL INDICATOR KEY NOTE SLOPE ARCH. B.O. BLDG. BLK. BM. CLR. CLG. COL. CONC. CONT. D DIA. DIM DW DWG ELEV EQ. (E) EXT. FIN. F.F. F.G. FLR. FR. FT. FTG. GALV. GWB H.H. HDR. HT. INT. I.D. L.A. LT. WT. MIN. MAX MECH. MFR. MICRO MTL. NO. O. C. O/ PLYWD. PR. PTD. R R.O. R.R. REF. REQ. REV. SHT. SIM. ST. STL. STL. STRUCT. SQ. T TBD T&G T.F. T.O. TYP. U.N.O. V.I.F. VFY. W W/ WD. ARCHITECTURAL BOTTOM OF BUILDING BLOCK BEAM CLEAR CEILING COLUMN CONCRETE CONTINUOUS DRYER DIAMETER DIMENSION(S) DISHWASHER DRAWING ELEVATION EQUAL EXISTING EXTERIOR FINISH FINISH FLOOR FINISH GRADE FLOOR FRENCH FOOT FOOTING GALVANIZED GYPSUM WALLBOARD HEAD HEIGHT HEADER HEIGHT INTERIOR INTERIOR DESIGNER LANDSCAPE ARCHITECT LIGHT WEIGHT MINIMUM MAXIMUM MECHANICAL MANUFACTURER MICROWAVE METAL NUMBER ON CENTER OVER PLYWOOD PAIR PAINTED RISERS ROUGH OPENING RESEARCH REPORT REFRIGERATOR REQUIRED REVISION / REVISED SHEET SIMILAR STAINLESS STEEL STEEL STRUCTURAL SQUARE TREADS TO BE DETERMINED TONGUE & GROOVE TO FINISH TOP OF TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VERIFY WASHER WITH WOOD XXXX FINISH MATERIAL PLAN DETAIL INDICATOR MAXIMUM BUILDING HEIGHT SUMMARY SOUTHEAST PROPERTY CORNER: SOUTHWEST PROPERTY CORNER: NORTHEAST PROPERTY CORNER: NORTHWEST PROPERTY CORNER: MAXIMUM ALLOWABLE BUILDING HEIGHT: (EXISTING TO REMAIN) 32'-0" 62'-11 7/8" 32'-0" 62'-11 7/8" 62'-11 7/8" X'-X" DIMENSION TO CENTER LINE DIMENSION TO FACE OF STUD OR MASONRY, UNLESS OTHERWISE NOTED X'-X" - DEMOLITION - SHORING - MECHANICAL - PLUMBING - ELECTRICAL - FIRE SPRINKLERS - POOL T.O. SLAB N X'-X" DIMENSION TO FINISH FACE OF WALL / SURFACE 2019 CRC 2019 CBC 2019 CPC 2019 CEC 2019 CMC 2019 BEES 2019 CAL GREEN NBMC ROOM INFORMATION PROJECT ADDRESS: 2741 OCEAN BLVD CORONA DEL MAR, CA 92625 APN: 052-046-07 LEGAL DESCRIPTION: BLOCK: 033 LOT: PCL B PROJECT DESCRIPTION: REMODEL AND ADDITION OF AN EXISTING 5-STORY SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE AND NEW POOL/ SPA UNDER SEPARATE PERMIT ZONE: R-1 OCCUPANCY: R3/ U BUILDING TYPE: SINGLE FAMILY RESIDENTIAL CONSTRUCTION TYPE: TYPE VB, FULLY SPRINKLERED NFPA-13D NUMBER OF STORIES: 3 STORIES WITH BASEMENT LOT AREA: 10360.23 SF BUILDABLE AREA 6,692.40 SQ. FT. (SEE DIAGRAM BELOW) FLOOR AREA LIMIT (F.A.L.) 6,692.40 SF X 1.5 = 10,038.6 SF MAIN STRUCTURE SETBACKS: FRONT YARD: 10'-0" SIDE YARD: 4'-0" BACK YARD: 10'-0" PARKING: PROVIDED: 3 CODE COMPLIANT SPACES (2 CAR GARAGE AND 1 CAR GARAGE) 2 GARAGE SPACES THAT DON’T MEET MINIMUM SIZE MEP ENGINEER: INTERIOR DESIGNER: OHARA DAVIES-GAETANO INTERIORS 3321 EAST COAST HIGHWAY CORONA DEL MAR, CA 92625 T: (949) 566-9390 Contact: OHARA DAVIES-GAETANO ELEMENTAL MEP 206 B STREETIDAHO FALLS, ID 83402 T: (208) 709-3111 CONTACT: MARK T. OWENS, PE OWNER: GENERAL CONTRACTOR: ARCHITECT: LANDSCAPE ARCHITECT: SURVEYOR: SOILS ENGINEER: STRUCTURAL ENGINEER: LIGHTING DESIGNER: DUGALLY OBERFELD, INC. 484 S SAN VICENTE BLVD LOS ANGELES, CA 90048 T: (310) 441-5001 CONTACT: MATTHEW DUGALLY KAA DESIGN GROUP 12921 WEST WASHINGTON BLVD LOS ANGELES, CA 90066 T: (310) 821-1400 CONTACT: MICHAEL MCGOWAN C.W. HOWE PARTNERS INC. 4358 SEPULVEDA BLVD CULVER, CA 90230 T: (310) 838-0383 CONTACT: APEX LAND SURVEYING INC. HUNTINGTON BEACH, CA 92646 T: (714) 488-5006 F: (714) 333-4440 GEOFIRM 801 GLENNEYRE ST, SUITE F LAGUNA BEACH, CA 92651 T: (949) 494-2122 F: (949) 497-0270 CONTACT: KEVIN TRIGG ESQUARED LIGHTING 2316 RALSTON LN REDONDO BEACH, CA 90278 T: (310) 374-5316 CONTACT: ERIN ERDMAN BLUES 1905, LLC 2741 OCEAN BOULEVARD CORONA DEL MAR, CA 92625 KAA DESIGN GROUP 12921 WEST WASHINGTON BLVD LOS ANGELES, CA 90066 T: (310) 821-1400 Contact: Sara Pijuan, Tim Reynolds FLOOR AREA SUMMARY - SEE DIAGRAMS, SHEETS A025 FIRST FLOOR: SECOND FLOOR: THIRD FLOOR: FOURTH FLOOR: FIFTH FLOOR: NEW FLOOR AREA 125.56 SF — 423.00 SF 1,194.73 SF 467.77 SF 702.39 SF 2,913.45 SF NET NEW FLOOR AREA 125.56 SF — 423.00 SF 1,111.57 SF 368.79 SF 482.53 SF 2,511.45 SF DEMO FLOOR AREA — — — 83.16 SF 98.98 SF 219.86 SF 402.00 SF TOTAL FLOOR AREA 125.56 SF 1,536.00 SF 423.00 SF 1,878.57 SF 1,785.98 SF 2,273.53 SF 8,292.45 SF FLOOR AREA GARAGE FLOOR AREA FLOOR AREA FLOOR AREA FLOOR AREA GENERAL A000 COVER SHEET SURVEY & SITE PLANS A020 SURVEY A021 SITE PLAN A022 EXISTING SQUARE FOOTAGE DIAGRAMS A023 FLOOR AREA DIAGRAMS A024 NEW VS EXISTING 3D VIEWS A025 NEW VS EXISTING MASSING MODEL A026 GRADE PLANE EXHIBIT A027 LINEAR WALL CALCULATION DIAGRAMS A028 OPEN VOLUME DIAGRAMS FIRST FLOOR PLANS AE110 FIRST FLOOR EXISTING / DEMO PLAN A110 FIRST FLOOR PLAN SECOND FLOOR PLANS AE120 SECOND FLOOR EXISTING / DEMO PLAN A120 SECOND FLOOR PLAN THIRD FLOOR PLANS AE130 THIRD FLOOR EXISTING / DEMO PLAN A130 THIRD FLOOR PLAN FOURTH FLOOR PLANS AE140 FOURTH FLOOR EXISTING / DEMO PLAN A140 FOURTH FLOOR PLAN FIFTH FLOOR PLANS AE150 FIFTH FLOOR EXISTING / DEMO PLAN A150 FIFTH FLOOR PLAN ROOF PLANS AE160 ROOF FLOOR EXISTING / DEMO PLAN A160 ROOF PLAN BUILDING ELEVATIONS A300 NORTH BUILDING ELEVATION A301 EAST BUILDING ELEVATION A302 SOUTH BUILDING ELEVATION A303 WEST BUILDING ELEVATION BUILDING SECTIONS A401 BUILDING SECTIONS A402 BUILDING SECTIONS A403 BUILDING SECTIONS A404 BUILDING SECTIONS A405 BUILDING SECTIONS A406 BUILDING SECTIONS EXISTING FLOOR AREA — 1,536.00 SF — 767.00 SF 1,687.00 SF 1,791.00 SF 5,781.00 SF LIVABLE FLOOR AREA: GARAGE FLOOR AREA: NET FLOOR AREA ADDITION: PERCENTAGE NET FLOOR AREA ADDITION: MAX. ALLOWABLE FLOOR AREA: PROPOSED FLOOR AREA: * SEE DIAGRAM 6,756.45 SF 1,536.00 SF 2,913.45 SF - 402.00 SF = 2,511.45 SF 2,511.45 SF / 5,781.00 SF = 0.4344 0.4344 X 100 = 43.44% 43.44% < 50.00% (COMPLIES) 5781 SF + (5781 SF X 1/2) = 8671.50 SF 8,292.45 SF < 8671.50 SF (COMPLIES) CIVIL ENGINEER:TOAL ENGINEERING, INC. 139 AVENIDA NAVARRO SAN CLEMENTE, CA 92672 T: (949) 492-8586 CONTACT: CALEB RIOS SHORING ENGINEER: DRS ENGINEERING 3564 SAGUNTO ST BOX 486 SANTA YNEW, CA 93460 T: (818) 402-3962CONTACT: DAVE SALTER CIVIL DRAWINGS: C-1 PRELIMINARY GRADING & DRAINAGE PLAN C-2 SECTIONS C-3 CONTROL POLLUTION PREVENTION PLAN E-1 CUT / FILL EXHIBIT ARCHITECTURAL DRAWINGS:CONSULTANT DRAWINGS: HARDSCAPE PLANS L200 FIRST FLOOR HARDSCAPE PLAN L201 SECOND FLOOR HARDSCAPE PLAN L202 THIRD FLOOR HARDSCAPE PLAN L203 FOURTH FLOOR HARDSCAPE PLAN L204 FIFTH FLOOR HARDSCAPE PLAN LAYOUT PLANS L300 FIRST FLOOR LAYOUT PLAN L301 SECOND FLOOR LAYOUT PLAN L302 THIRD FLOOR LAYOUT PLAN L303 FOURTH FLOOR LAYOUT PLAN L304 FIFTH FLOOR LAYOUT PLAN IRRIGATION PLANS L400 IRRIGATION SCHEDULES L401 SECOND FLOOR IRRIGATION PLAN L402 THIRD FLOOR IRRIGATION PLAN L403 FOURTH FLOOR IRRIGATION PLAN L404 FIFTH FLOOR IRRIGATION PLAN L405 IRRIGATION DETAILS L406 IRRIGATION SPECIFICATIONS PLANTING PLANS L500 PLANTING PLAN L501 PLANTING EXHIBIT HARDSCAPE DETAILS L700 PAVING DETAILS LANDSCAPE DRAWINGS: SEE SHEET A022 FOR CITY APPROVED EXISTING SQUARE FOOTAGE DIAGRAMS BUILDABLE AREA: SQUARE FOOTAGE PLEASE SEE SQUARE FOOTAGE DIAGRAM ON A023 FOR HOUSE SQUARE FOOTAGE LOT AREA: 10,360.23 SQ. FT. BUILDABLE AREA: 6,692.40 SQ. FT. (LOT AREA LESS SETBACKS) FRONT SETBACK: 10' - 0" SIDE SETBACKS: 4' - 0"REAR SETBACK: 10' - 0" MAXIMUM SQUARE FOOTAGE: 10,038.6 SQ. FT. 10,038.6 SQ. FT. = (1.5 X BUILDABLE AREA OF 6,692.40 SQ. FT.) 8,292.45 SQ. FT. < 10,038.6 SQ. FT. (COMPLIES) SHEET INDEX LEGENDABBREVIATIONS VICINITY MAP PROJECT SUMMARYFLOOR AREA & BUILDING HT. CALCULATIONS SEPARATE PERMITS: PROJECT CONTACTS APPLICABLE CODES 2741 OCEAN RESIDENCE P.C. +67.53' P.C. +10.94' P.C. +66.05' P.C. +24.25'P.C. +32.50' 6,692.40 sq ft BUILDABLE AREA DIAGRAM 1/64" = 1'-0"1 A000 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/64" = 1'-0", 1' = 1'-0" COVER SHEET-CDP 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 12/21/22 03/08/23 CDP Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group OCEAN BOULEVARD WAY LANESH E L L L A N E BLOCK 33 CORONA DEL MAR M.M. 3/42 N5 0 ° 0 0 ' 0 0 " W 6 7 . 6 9 ' N26°48'09 " E 1 3 6 . 1 0 ' 84. 9 8 ' N4 0 ° 0 0 ' 0 0 " E 72.47' N20°05'00"E 116.89' 94 . 5 9 ' N10°32'18"E N4 9 ° 3 3 ' 5 2 " W BLOCK 33 CORONA DEL MAR M.M. 3/42 ABANDONED PORTION OF OCEAN BOULEVARD PER RESOLUTION 98-66 INST. NO. 19990570601 1 1 TO P O G R A P H I C M A P 27 4 1 O C E A N B O U L E V A R D CO R O N A D E L M A R , C A 9 2 6 2 5 AP N : 0 5 2 - 0 4 6 - 0 7 HU N T I N G T O N B E A C H , C A L I F O R N I A 9 2 6 4 6 PH O N E : ( 7 1 4 ) 4 8 8 - 5 0 0 6 F A X : ( 7 1 4 ) 3 3 3 - 4 4 4 0 AP E X L S I N C @ G M A I L . c o m VICINITY MAP SITE 1. THE DISTINCTIVE BOUNDARY SHOWN HEREON WAS PLOTTED PER ON-SITE FIELD OBSERVATIONS, ALL BEARINGS AND DISTANCES ARE MEASURED, UNLESS NOTED OTHERWISE. 2. PROPERTY CORNERS SHALL BE MONUMENTED BY A LICENSED LAND SURVEYOR BEFORE THE START OF GRADING. 3. SURVEYOR TO SUBMIT A "RECORD OF SURVEY" TO THE COUNTY SURVEYOR. EVIDENCE OF SUBMITTAL TO BE SUBMITTED TO THE BUILDING INSPECTOR AT OR PRIOR TO FOUNDATION INSPECTION. SURVEYOR'S NOTELEGEND EXISTING ELEVATION( ) FOUND 1" IRON PIPE TBM BLOCK WALL FS FINISHED SURFACE MONUMENT TO BE SET GRAPHIC SCALE PAUL D. CRAFT, P.L.S. 8516 DATE NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. LICENSE RENEWAL DATE 12/31/22 S T ATE OF CAL I F O R NIA PAUL D O M INICK C R A FT Exp. 12/31/22 No. 8516PROFESSIONALLAND S U R V EYOR AC ASPHALT PAVEMENT TEMPORARY BENCH MARK SET ON A SEWER MANHOLE (SMH) ELEVATION = 11.92 FEET NATURAL GROUNDNG FL FLOWLINE EP EDGE OF PAVEMENT TOP OF DECKTD TOP OF WALLTW BENCHMARK INFORMATION BENCHMARK NO: NB4-36-74 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB4-36-74", SET IN THE NORTHWEST CORNER OF A 4 FT. BY 22 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE T-INTERSECTION OF HELIOTROPE AVENUE AND OCEAN BOULEVARD, 21 FT. SOUTHWEST OF THE CENTERLINE OF OCEAN BOULEVARD AND 122 FT. NORTHWESTERLY OF THE CENTERLINE OF HELIOTROPE AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 67.054 FEET (NAVD88), YEAR LEVELED 1994 CHAINLINK FENCE (CLF)DI DRAIN INLET TOP OF CURBTC TOP OF DRIVEWAY 'X'TX SEWER CLEANOUTSCO FF FINISH FLOOR FFG FINISH FLOOR GARAGE GM GAS METER WATER METERWM BX BOTTOM OF DRIVEWAY 'X' EPB ELECTRICAL PULL BOX EVT ELECTRICAL VAULT ICV IRRIGATION CONTROL VALVE SEWER MANHOLESMH TELEPHONE PULL BOX TPB TOP OF RAILTR TELEPHONE VAULTTVT TOP OF FENCETF WOOD FENCE (WDF) PROPERTY LINE RIGHT-OF-WAY CONCRETE SURFACE BRICK SURFACE EXISTING BUILDING 1/21/2022 53'-7 7/8" U P U P (53) (52) (E)2'-3 5/8"EAVE(E)1'-8 3/8"EAVE (E)2'-1 3/16"EAVE (E)1'-10 13/16"EAVE (E ) 3 ' -8 " (E ) 6 '-4 1/ 1 6" ( E ) 3' -6 7 / 8" (E ) 6' -5 1 / 8" 4'-0"S.Y. SETBACK 10 '-0 " RE AR YAR D SE T B ACK 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK 1 0 '- 0 " F R O N T Y A R D S E T B A C K (E)1 1/4" (E)3'-10 3/4" (E )6 '- 6 1/8 " (E )3 '- 5 7 /8 " P.C. +67.53' P.C. +10.94' P.C. +66.05' F.S.+23.60' F.S.+57.79F.S.+24.25' F.G.+38.46' F.S.+57.79 F.S.+57.79 F.S.+57.79 F.S.+57.79 +20.25' F.S.+66.11' F.S.+60.51' F.S.+57.79' F.S.+56.75' F.S.+49.79 02 A301 04 A303 (N) CHIMNEY EXISTING TRASH ENCLOSURE WALLS T.O.W. +66.39' CURB CURB T.O.W. +66.37' P.A. DN U P U P UP UP UP UP U P UP P.A. W A Y L A N E NOTE: SEE SHEET A110 FOR LOWER LEVEL PARKING DIAGRAMS, 5 STANDARD PARKING SPACES PROVIDED SHELL STREET G O L D E N R O D AV E . O C E A N B L V D . NOTE: AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY DINING TERRACE LEVEL 5 LIVING ROOM TERRACE LEVEL 5 LOWER SPA TERRACE LEVEL 2 LANDSCAPE TERRACE LEVEL 3 SPA TERRACE LEVEL 2 MASTER TERRACE LEVEL 4 OFFICE TERRACE LEVEL 5 (N) STAIR HALL ROOF (N) ENTRY ROOF (N) ELEVATOR ROOF U P F.S.+49.79 1% 1% 1% 1 % 1 % 1% 1% 1% 2 % 1% 5% 2% 1% 2% 2% 2%2% 2% 2% 2%2% 03 A402 03 A402 04 A403 04 A403 05 A404 05 A404 07 A405 07 A405 POOL LEVEL 2 POOL DECK LEVEL 2 (E)5 3/8"(E)3'-6 5/8" P.C. +24.25' 11 A401 11 A401 01 A400 01 A400 10 A406 10 A406 06 A404 06 A404 01 A300 03 A302 NEW RETAINING WALL PER CIVIL (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) 2:12 (N) SLOPE 2:12 (N) 2:12 (N) 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) 2:12 (E) SLOPE 2:12 (E) SLOPE 2:12 (N) SLOPE 2:12 (E) SLOPE 2:12 (N) 2:12 (E) SLOPE 2:12 (E) SLOPE 2:12 (E) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 4:12 T.O.W. +27.78' T.O.W. +34.61' (E)T.O.W.+24.25' (E)T.O.W. +27.88' T.O.P. +28.29' (E)T.O.W. +24.25' T.O.W. +29.80' T.O.R. +27.75' T.O.P. +28.29' T.O.R. +27.75' (E)T.O.W. +24.25' T.O.P. +28.29' (E)T.O.W. +24.25' T.O.P. +28.29' T.O.R. +27.75'T.O.W. +35.86' T.O.W. +31.86' T.O.W. +27.08'T.O.W. +27.08' 2% SEE CIVIL ENGINEER DRAWINGS FOR ALL DRAINAGE INFORMATION (TYP.) T.O.FIRE PIT+21.58' T.O.W. +19.13' T.O.W. +19.13' T.O.W. +19.02' T.O.W. +19.02' (E)T.O.W. +21.13' T.O.W. +41.50' T.O.W. +29.80' T.O.W. +27.78' SEE SHEET A760 FOR GUARDRAIL DETAILS (TYP.) SEE CIVIL DRAWINGS FOR ALL DRAINAGE INFORMATION (TYP.) SEE CIVIL DRAWINGS FOR GRADING & DRAINAGE INFORMATION (TYP.) T.O.P. +52.48' T.O.P. +52.48' T.O.R. +51.06' T.O.R. +51.54' T.O.W. +51.25' T.O.W. +46.75' SEE CIVIL DRAWINGS FOR ALL DRAINAGE INFORMATION (TYP.) T.O.P. +70.44' T.O.W. +66.27' T.O.P. +70.85' T.O.W. +66.60 T.O.P. +70.44' T.O.W. +60.50' T.C. +66.65' F.S.+65.91' T.C. +65.99' F.S.+65.42' T.C. +67.47' F.S.+67.01' T.O.R. +70.11' T.O.W. +63.50' T.O.W. +61.50' SEE CIVIL DRAWINGSFOR ALL DRAINAGE INFORMATION (TYP.) T.O.W. +60.50' T.O.F. +70.11' T.O.W. +63.50' T.O.R. +70.10' T.O.R. +69.61' T.O.R. +/- 69.94' T.O.P. +70.55' T.O.W. +66.04' T.O.P. +70.12' T.O.W. +66.19' T.O.R. +69.69' T.O.W. +66.73' T.O.W. +66.02' T.C. +67.24' F.S.+66.57' T.O.P. +70.44' T.O.R. +70.23' T.O.R. +70.07' T.O.W. +66.61' T.O.P. +62.23' T.O.R. +61.29' T.O.R. +53.29'T.O.R. +53.29' P.A. P.A. P.A. P.A. SPA NEW POOL UNDER SEPARATE PERMIT NEW SPA UNDER SEPARATE PERMIT REMODEL & ADDITION TO AN EXISTING 5- STORY SFD COVERED TERRACE LEVEL 2 P.A. P.A. P R O P E R T Y L I N E PROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S ET BA C K L I N E SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE PR OP E R T Y LI N E PROPERTY LINE P R O PERT Y L IN E S ETB A C K L IN E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (54) (62) (50) A021 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0", 3/16" = 1'-0" SITE PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group TOTAL SQUARE FOOTAGE CALCULATIONS 1 FLOOR 2 SECOND FLOOR 3 SECOND FLOOR 4 THIRD FLOOR 5 FOURTH FLOOR 6 FIFTH FLOOR 7 A022 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: EXISTING SQUAREFOOTAGEDIAGRAMS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 03/08/23 CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 11'-9 7/16"4'-4"4'-0" 7'- 6 9/ 1 6 " 8'-7" 29'-1 3/16" 2 8'-6 3 /4 " 8 3/1 6 " P.C. +10.94' UP 2 2'-1 1 3 /4 " 1 9'-1 1 3 /1 6 " P.C. +67.53' P.C. +24.25' 520.00 sq ft 1,016.00 sq ft 81.71 sq ft 22.39 sq ft 20.67 sq ft 132.63 sq ft 25.23 sq ft P.C. +67.53' P.C. +10.94' 212.43 sq ft 151.47 sq ft 27.77 sq ft UP UP UP 10'-4 1/4"4'-8 1/2"15'-1"4'-1/2" 5'-11" 9'-6" 4'-8" 6'-6" P.C. +24.25' 66.43 sq ft 60.83 sq ft 18.52 sq ft 52.58 sq ft 36.88 sq ft 27.89 sq ft 709.01 sq ft100.97 sq ft 31.84 sq ft UP COVERED DECK335.03 sq ft COVERED DECK 619.89 sq ft OPEN TOBELOW 2'-8 5/8" 3'-4 3/8" 11'-9" 8'-1 1/2" 2'-9 3/8" 2'-9" 12'-8 3/8" P.C. +10.94' P.C. +24.25' 0.55 sq ft 60.11 sq ft 6'-1 3/4" UP UP 6'-8" 11'-2" 4'-7" 9'-3/4" 14'-8" 5'-2" 3'-9" 2'-11" 2'-4 5/8" 8'-3 5/16" 4'-1 5/8" 28'-4 1/16"13'-3/4" 3'-3 5/16" 3'-4 11/16" 32'-6 3/4" 13'-8 3/4"5'-8 15/16"5'-7 7/8"1'-6 5/16"8'-9 1/2"3'-6 7/16"5'-1"7'-4" 8'-8 1/2"10'-6"6'-1"3'-6 1/4" 8 13/16" 5'-5" 19'-8 1/16" 1'-6 3/8"8'-3"14'-10 7/16"2'-7 3/16" P.C. +67.53' EXISTING DECK TO BE DEMOLISHED 200.69 sq ft 11.30 sq ft 126.56 sq ft 42.80 sq ft 14.03 sq ft 44.36 sq ft 25.18 sq ft 13.00 sq ft 33.88 sq ft 16.65 sq ft 29.00 sq ft 0.40 sq ft 26.75 sq ft 20.44 sq ft 117.94 sq ft 96.93 sq ft 88.04 sq ft 31.20 sq ft 19.34 sq ft 11.82 sq ft 22.88 sq ft 174.59 sq ft 30.97 sq ft 128.20 sq ft 349.41 sq ft 61.97 sq ft 86.70 sq ft 259.96 sq ft 28.38 sq ft 28.99 sq ft 29.00 sq ft 13.28 sq ft 11.97 sq ft 65.61 sq ft UP OPEN TOBELOW UP 14'-2" 21'-4" 3'-8 1/2" 15'-8 7/16"3'-1/8"21'-10"17'-3 1/2"9'-2 1/16"7'-8 3/8" 1'-7 5/8"16'-2"3'-4 7/8"7 1/2" 3'-6" 4'-0" P.C. +67.53' P.C. +10.94' P.C. +24.25'60.84 sq ft UP UP UP 17'-8 1/2"5'-7 1/4"8'-1/2" 24'-7 1/2" 23'-1 1/16" 1'-8 5/16" 3'-4 5/8" 4'-5/16" 16'-3/16" 18'-8 1/4" 6'-2 7/16" 8'-10" 5'-4" 11 1/2" 5'-5/8"9'-2 7/8" EXISTING DECK TOBE DEMOLISHED 13.50 sq ft 2.92 sq ft 300.06 sq ft 1.40 sq ft4.62 sq ft 3.67 sq ft 125.66 sq ft 113.92 sq ft 2.56 sq ft 487.05 sq ft 166.49 sq ft227.61 sq ft504.09 sq ft 75.31 sq ft 48.17 sq ft 26.59 sq ft 3.17 sq ft 11.36 sq ft 44.30 sq ft 504.07 sq ft UP U P U P 46'-3 1/2"11'-9 1/8"8'-11 7/16"7'-8 7/16" 20'-0" 4'-9 5/8" 5'-6 3/8" 4'-6 5/16"18'-4 15/16"7'-8 15/16"12'-3 7/16"4'-7/8" P.C. +67.53' P.C. +10.94' P.C. +24.25' EXISTING DECK TO BE DEMOLISHED UP UP UP 5'-6 1/4" 2'-7 1/4" 2'-2 5/16" 3'-1 1/2" 4'-3 7/16"1'-10 1/4"5 1/4" 4'-6 3/4"2'-11" 1'-7" 6'-1/4" 3'-7 1/2" EXISTING DECK TO BE DEMOLISHED EXISTING DECK TO BE DEMOLISHED 2.47 sq ft 286.15 sq ft 61.49 sq ft 62.70 sq ft 80.39 sq ft 48.18 sq ft 3.41 sq ft 116.59 sq ft 929.92 sq ft 19.61 sq ft 207.67 sq ft 153.02 sq ft246.35 sq ft 36.58 sq ft 9.71 sq ft 10.83 sq ft 22.21 sq ft 123.05 sq ft 22.90 sq ft 42.72 sq ft 9.84 sq ft N DEMO EXISTING MECHANICAL ADDITION GARAGE COVERED OUTDOOR SPACE DEMO EXISTING DECK LEGEND AREA CALCS Existing Residence SF 5781.00 Max allowable SF for Zoning Admin 8671.50 Scope remodel, demo, and addition Existing SF Demo SF Addition SF SF added Level 5 1791.00 -2.47 286.15 (office) -10.83 62.7 (hall) -123.05 9.84 (hall niche) -22.21 61.49 (office bath) -48.18 116.59 (stair hall) -9.71 19.61 (hall) -3.41 22.9 (hall) 80.39 (pantry) 42.72 (powder) 482.53 Level 4 1687 -3.67 113.92 (stair hall) -48.17 296.05 (master closet) -4.62 13.5 (hall) -1.4 44.3 (bath 02) -26.59 -11.36 -3.17 368.79 Level 3 767 -0.55 259.96 (gym) -44.36 11.3 (vest) -13 19.34 (vest / hall) -13.28 42.8 (hall) -11.97 20.44 (hall) 11.82 (hall) 28.38 (hall) 28.99 (hall) 16.65 (hall) 14.03 (vest) 33.88 (powder) 126.56 (bath 03) 26.75 (bath 03) 200.69 (bedroom 03) 64.55 (wine cabinet) 22.88 (game room) 61.97 (hall) 86.7 (closet 03) 88.04 (laundry) 29 (laundry) 1111.57 Level 2 0 0 212.43 (stair hall) 18.52 (elev. vest.) 66.43 (pool bath) 55.59 (storage) 36.88 (vest) 33.15 (bath vest) 423.00 Level 1 1536 0 80.87 (hall) 21.67 (elevator vest) 23.02 (elevator) 125.56 Total all Levels 5781.00 -402.00 2511.45 Max Allowable Addition SF for Zoning Admin 2890.50 SF Under Max allowable 379.05 New total square footage 8292.45 FIRST FLOOR AREA DIAGRAM 1. SECOND FLOOR AREA DIAGRAM 2. THIRD FLOOR AREA DIAGRAM 3. FOURTH FLOOR AREA DIAGRAM 4. FIFTH FLOOR AREA DIAGRAM 5. A023 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: FLOOR AREADIAGRAMS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group VIEW FROM OCEAN BLVD - EXISTING 3 VIEW FROM OCEAN BLVD - EXISTING 1VIEW FROM OCEAN BLVD - PROPOSED 2 VIEW FROM OCEAN BLVD - PROPOSED 4 VIEW FROM OCEAN BLVD - PROPOSED 5 VIEW FROM OCEAN BLVD - EXISTING 6 A024 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: NEW VS EXISTING- STREET VIEWS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 03/08/23 CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group EXISTING BUILDING ENVELOPE PROPOSED DESIGN LEGEND EXISTING RESIDENCE - VIEW FROM OCEAN BLVD 2 EXISTING MASSING OVERLAY - VIEW FROM OCEAN BLVD 1 EXISTING RESIDENCE - VIEW FROM WAY LANE 4 EXISTING MASSING OVERLAY - VIEW FROM WAY LANE 3 A025 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1:1.79, 1:1.03, 1:2.24, 1:2.56 NEW VS EXISTING- MASSINGMODEL EXHIBIT 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 03/08/23 CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 4 / 1 5 / 2 0 1 6 01A301 01A303 4'-0"S.Y. SETBACK 1 0'-0" R E A R YA R D S E T B A C K 4'-0"S.Y. SETBACK 10'-0" REAR YARD SETBACK 10'- 0 " FR ON T YAR D SE TB ACK P.C. +67.53' P.C. +10.94' P.C. +66.05' P.C. +24.25' P.C. +32.50' +66.63' GRADEPLANE+52.00' GRADEPLANE+44.00' GRADEPLANE+24.20' GRADEPLANE+11.00' GRADEPLANE+61.00' GRADEPLANE+52.50' CURB+67.75' CURB+67.47' CURB+67.24' CURB+66.65' CURB+65.99' GRADE PLANE+49.96' CURB+67.33' CURB+67.34' CURB+67.35' CURB+67.21' F.G.+57.54' F.G.+57.83' F.G.+57.83' F.F.E.+59.13' F.F.E.+59.13' 0101 01 01 01 01 0202 02 03 DINING ROOM TERRACEBELOW LIVING ROOM TERRACE BELOW OFFICE TERRACEBELOW SEE SHEETS L300 - L304FOR ALL GRADING, T.O.W.& T.O.R. ELEVATIONS 05A404 05A404 01A300 01A302 (E) 4'- 7/8" (E) 5'- 11 3/16" (E) 2'-1 1/4" (E)2'-1 3/16"(E) 1'-10 13/16" (E) 10'-1/16" (E) 3'-6 7/8" (E) 6'-5 1/8" (E) +69.15' T.O.ROOF+67.60' T.O.ROOF+67.11' T.O.ROOF+66.45' +66.63' +66.63' +67.17' T.O.ROOF+66.96' T.O.ROOF+65.31' T.O.ROOF+65.22' F.G.+57.94' F.G.+59.34' F.G.+55.11' F.G.+57.79' F.G.+57.83' F.G.+59.17' CURB+67.47' CURB+67.24' CURB+66.65' CURB+65.99' GRADEPLANE+66.00' GRADEPLANE+41.00' GRADEPLANE+28.00' GRADEPLANE+19.00' GRADEPLANE+62.00' GRADEPLANE+35.00' GRADEPLANE+42.00' GRADEPLANE+23.50' GRADE PLANE+53.20' GRADE PLANE+57.89' GRADE PLANE+55.92' GRADE PLANE+47.74' GRADE PLANE+53.74' GRADE PLANE+62.79' GRADE PLANE+58.33' CURB+67.06' CURB+67.20' CURB+67.14' CURB+67.49' CURB+67.45' CURB+67.68' CURB+67.61' GRADEPLANE+55.00' T.O.P. +62.23' T.O.R. +61.29' T.O.P. +62.23' T.O.R. +61.29' (E)+67.66' T.O.ROOF+65.22' GRADE PLANE+56.55' GRADE PLANE+46.59' GRADE PLANE+42.39'F.G.+59.13' 01A400 01A400 02A40102A401 03A402 03A402 04A403 04A403 09A406 09 A406 06A404 06A404 07A405 07A405 08A405 08A405 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) 2% SLOPE (N) 2% SLOPE (N) 2% SLOPE (N) 2% SLOPE 2 % SLOPE 2 % SLOPE 2 % (E) SLOPE 2:12 (E) SLOPE 2:12 (N) SLOPE 2:12 (E) SLOPE 2:12 (N) SLOPE 2:12 (N) 2% (N) 2% 2 % 01 02 02 02 02 (N) 2% (N) 2% (E) SLOPE 2:12 (E) SLOPE 2:12 (E) SLOPE 2:12 (N) SLOPE 2:12 (E) ROOF HEIGHT TO REMAIN, NEW FINISH MATERIAL TO NOT EXCEED (E) ROOF HEIGHT (E) ROOF HEIGHT TO REMAIN, NEW FINISH MATERIAL TO NOT EXCEED (E) ROOF HEIGHT 1 0 '- 0 " R E A R Y A R D S E T B A C K 1 0'- 0" R EA R YA R D S ETB A C K 1 0 '- 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' P.C. +66.05' P.C. +24.25' 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK ESTIMATED 63% SLOPE OF LOT 6 2 ' 5 2 ' 4 4 ' 2 4 .2 ' 1 6 .5 ' 6 6 ' 5 5 ' 4 1 ' 2 8 ' 1 1 ' 6 1 ' 5 2 .5 ' 4 2 ' 3 5 ' 2 3 .5 2 6 ' 1 9 ' 5 5 ' 2 0 ' 5 9 ' 2 4 ' A026 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0", 1/8" = 1'-0", 1/16" = 1'-0", 1' = 1'-0" GRADE PLANEEXHIBIT 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 11 '-11 7 /1 6 " 4'-4 5/8" 27'-11 3/4" 2 4'-5 1 /4 " 1 9 '- 9 5 / 8 " 3'- 3 1 5 / 1 6 " 5'-5 7 /1 6 "23'-3 3/4" 2 3'-2 1 5 /1 6 " 4 7'-5 " 2 6'-5 3 /8 " 2'- 5 7 / 8 " 1'-9 5/8" 1 '- 8 7 / 1 6 " 3'-7 1/4" 26'-1 3/8" 1 '-1 1 /8 " 3 '- 3 " P.C. +10.94' 7'- 11 1/4 " 6'- 5 3/4 " 4'-11 9 /16" 3'-3 3/8" 9 5 / 1 6 " 2'-2 1/2" 8'-4 3/4"7'-1 3/16" 2 1 '- 8 1 / 8 " P.C. +24.25' 13'-9"17'-8 1/8" 1'-1" 3'-8 15/16" 5 7/16" 10'-6 15/16" 4'-1 1/2" 9'-6 3/4" 4'-1/4" 9'-1 13/16" P.C. +10.94' 3'-7/16"4 5/16" 21'-3 11/16" 6'-4 3/8" 7 '- 5 7 / 1 6 " 8'- 5 1 / 1 6 " 7'- 1 1 1 1 / 1 6 " 2 3 '- 1 0 3 / 1 6 " 12'-7"1'-2"3'-8 1/16" 14'-0" 6'-1" 17'-2 11/16" 12'-2 1/4" 4'-2" 7'-5 1 1 /1 6 " 4 '-5 1 /1 6 "14'-6 11/16" 25'-7 3/4"14'-8 7/16" 11'-7 5/16" 3'-4 15/16" 5'-9 1/16" 10 1/16" 5'-10 3/16"5'-3 15/16"11'-8"28'-6 1/2" 10 1/16" 17'-3 7/16" 7'-10" 4'-8" 8'-2 3/8" 1 1 '-1 0 3 /4 " 2'-11/16" 9'-5 15/16"3'-1/16" 4'-3 9/16"14'-8 7/16" 15'-5/16" 2'-4 7/8" P.C. +67.53' 4'-10 15/16" 34'-9 11/16" 16'-3" 6'-7 11/16" 6'-5 1/2" 67'-1/2" 21'-7 7/16" 3'-3 3/16" 3'-3 3/4" 7'-9 5/16"8'-2 7/16" 11'-2 1/16"6'-0"6'-3 3/4"6'-0"5'-3 15/16" 25'-7 1/4" P.C. +67.53' 8'-9 5/8" 1'-10 3/16" 8'-4 1/4"38'-0"20'-8 1/4" 6'-5 1/2" 19'-10 1/4" 9'-9 1 3 /1 6 " 11 3/8" 12'-1 7/8" 19'-10 9/16" 8'-10" 1 ' - 1 1 / 1 6 " 3'-3 3/4"3'-3 3/16" P.C. +67.53' 15'-4 3/16" 18'-4 7/8" 12'-1 1/2" 6'-8 11/16" 5'-5/16" 37'-11 1/4"12'-4 13/16"8'-2 1/2"8'-2 1/2"7'-9 3/8" 11 3/4" N02'4'8' P.C. XXX.XX PROPERTY LINE SETBACK LINE PROPERTY CORNER ± 91' - 11"± 203' - 2"FIFTH FLOOR LINEAR WALL DEMOEXISTING PERIMETERLEVEL ± 63' - 8"± 209' - 10"FOURTH FLOOR ± 113' - 4"± 137' - 5"THIRD FLOOR ± 0' - 0"± 0' - 0"SECOND FLOOR ± 3' - 3"± 322' - 11"FIRST FLOOR ± 272' - 2 " (±31%)± 873' - 4"TOTAL EXISTING MECHANICAL (EXCLUDED FROM LINEAR WALL CALCULATION) EXISTING TO BE DEMOLISHED EXISTING TO REMAIN EXISTING PERIMETER TO BE DEMOLISHED EXISTING PERIMETER TO REMAIN ± 272' - 2" / ± 873' - 4" = ± 0.31 x 100 = ± 31% MAX ALLOWABLE WALL DEMO = 50% 873' - 4" X 0.50 = 436' - 8" 272' - 2" (31%) < 436' - 8" (50%) 1. SEE SHEET A022 FOR EXISTING AREA CALCULATIONS LEGEND LINEAR WALL CALCULATIONS LINEAR WALL NOTES LEVEL 1 - LINEAR WALL CALC DIAGRAM 1/8" = 1'-0"1 LEVEL 2 - LINEAR WALL CALC DIAGRAM 1/8" = 1'-0"2 LEVEL 3 - LINEAR WALL CALC DIAGRAM 1/8" = 1'-0"3 LEVEL 4 - LINEAR WALL CALC DIAGRAM 1/8" = 1'-0"4 LEVEL 5 - LINEAR WALL CALC DIAGRAM 1/8" = 1'-0"5 A027 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0", 1/8" = 1'-0" LINEAR WALLCALCULATIONDIAGRAMS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group UP U P P.C. +67.53' P.C. +24.25' STORAGE DINING ROOM 502 BATH 511 FOYER 501 LIVING ROOM 503 OFFICE 512 HALL 510 PANTRY 505 HALL 506 POWDER ROOM 508ELEV. UP DINING TERRACE 515 LIVING ROOM TERRACE 514 OFFICE TERRACE 513 ENTRY 500 KITCHEN 504 KITCHEN BALCONY OPEN VOLUME AREA 500.98 sq ft UP UP P.C. +67.53' P.C. +24.25' UPPER SPA TERRACE BELOW (3 2 ) E X I S T I N G G R A D E C O N T O U R CLOSET 02 415 STAIR HALL 400 HALL 410 MASTER BATH TERRACE 421 LINEN 409 BATH 01 413 (E) BEDROOM 02 414 (E) BEDROOM 01 411 MASTER CLOSET 405 MASTER HALL 401 MASTER BEDROOM 407 MASTER BATH 403 CLOSET 01 412 BATH 02 416 CRAWL SPACE (N) BALCONY (N) BALCONY ELEV. UP 7.5' BELOW 24' MAX HT LIMIT (EXISTING GRADE 32' ABOVE SEA LEVEL) MASTER TERRACE 417 MASTER BED TERRACE 422 OPEN VOLUME AREA 264.72 sq ft UP P.C. +24.25' MECH. 311 BEDROOM 03 308 CLOSET 03 310 LAUNDRY 309 HALL 301 STAIR HALL 300 WINE CABINET 313 GYM 303 GYM STORAGE 304 (N) BALCONY(N) BALCONY GAME ROOM 306 VEST. 302 BATH 03 307 UP ELEV. UP P.C. +67.53' GARDEN TERRACE GYM TERRACE 305 POWDER 312 OPEN VOLUME AREA 169.39 sq ft OPEN VOLUME AREA 63.62 sq ft POOL DECK(UNDER SEPARATE PERMIT) POOL BATH 207 POOL POOL STORAGE 208 MECHANICAL SPACE 204 MECH. VEST. 203 VEST 202 STAIR HALL 200 COVERED TERRACE 202 ELEV. VEST. 201 ELEV VEST 201 UP UP UP ELEV. CRAWL SPACE P.C. +24.25' SPA UPPER SPA TERRACE (UNDER SEPARATE PERMIT) OUTDOOR ROOM 206 OPEN VOLUME AREA669.90 sq ft OPEN VOLUME AREA167.95 sq ft OPEN VOLUME AREA1,282.07 sq ft OPEN VOLUME AREA 101.85 sq ft ELEV. POOL ABOVE (E) GARAGE B 101 (E) GARAGE A 102 HALL 107 UP P.C. +24.25' (E) ELECTRICAL 105 (E) TRASH 104 (E) STAIR 103 POOL & SPA MECHANICAL ROOM 106 ELEV. MECH. ROOM 109 ELEV. VEST. 108 N02'4'8' P.C. XXX.XX PROPERTY LINE SETBACK LINE PROPERTY CORNER 264.72 SQ FTFOURTH FLOOR 233.01 SQ FTTHIRD FLOOR 2221.77 SQ FTSECOND FLOOR 1,003.86 SQ FTMINIMUM (15%) 6,692.40 SQ FTBUILDABLE AREA: 3,220.48 SQ FTTOTAL (COMPLIES) REQUIRED: 6,692.40 SF X 0.15 = 1,003.86 SF (MINIMUM) 1,003.86 SF < 3,220.48 SF (COMPLIES) 500.98 SQ FTFIFTH FLOOR LEGEND OPEN VOLUME CALCULATIONS FIFTH FLOOR VOLUME DIAGRAM 5. FOURTH FLOOR VOLUME DIAGRAM 4. THIRD FLOOR VOLUME DIAGRAM 3. SECOND FLOOR VOLUME DIAGRAM 2. FIRST FLOOR VOLUME DIAGRAM 1. A028 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: OPEN VOLUMEDIAGRAMS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 1 1 '-11 7 /1 6 " 4'-4 5/8"27'-11 3/4" 2 4'-5 1 /4 " 1 9'- 9 5 / 8 " 3'- 3 1 5 / 1 6 " 5'-5 7 /1 6 "23'-3 3/4" 2 3 '-2 1 5 /1 6 " 4 7'-5 " 2 6 '-5 3 /8 " 2 '- 5 7 / 8 " 1'-9 5/8"1'- 8 7 / 1 6 " 3'-7 1/4" 26'-1 3/8" 1 '-1 1 /8 " 3' - 3 " 4'-0"S.Y. SETBACK 1 0' -0 " R EA R YA RD S E T BA CK 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK P.C. +10.94' F.F.E.+12.71' 07 SHELL STREET W A Y L A N E G O L D E N R O D AV E . (E) GARAGE A (E) GARAGE B (E) STORAGE (E) GARAGE C (E) TRASH (E) UNEXCAVATED AREA HALL 107 7'-11 1/ 4" 6' -5 3 /4" 4'-11 9/16" 3'-3 3/8" 9 5 / 1 6 " 2'-2 1/2" 8'-4 3/4"7'-1 3/16" 2 1 '- 8 1 / 8 " 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +24.25' O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) P R O P E R T Y L I N E S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RT Y L IN E SETB AC K L IN E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (E) STORAGE (E) ELEVATOR (E) ELECTRICAL ROOM N02'4'8' P.C. XXX.XX PROPOSED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN PROPERTY LINE SETBACK LINE PROPERTY CORNER 01 (E) CRAWL SPACE WALLS TO BE REMOVED. 02 (E) FLOOR FINISH TO BE REMOVED AND REPLACED. 03 (E) GUARDRAIL/ HANDRAIL TO BE REMOVED AND REPLACED. 04 PORTION OF (E) DECK TO BE REMOVED. 05 LINE OF (E) DECK TO REMAIN. 06 LINE OF (E) WALL TO REMAIN. 07 (E) STAIRS TO BE REFINISHED. 08 (E) WINDOWS & WALL TO BE REMOVED TO CONVERT BACK TO DECK. 09 (E) LOW WALL TO BE REMOVED. 10 (E) ROOF TO REMAIN, NO CHANGE IN HEIGHT. 11 (E) FINISH AT CHIMNEY & CHIMNEY CAPS TO BE REMOVED & REPLACED. NO CHANGE IN HEIGHT. 12 (E) CHIMNEY TO BE REMOVED. 13. (E) STAIR TO BE REMOVED. 14. (E) DECORATIVE PLASTER TO BE REMOVED. 15. (E) ROOF TO BE REMOVED. 16. (E) COLUMN TO BE RELOCATED. EXISTING PERIMETER TO BE DEMOLISHED EARTH FILL EXISTING PERIMETER TO REMAIN EXISTING MECHANICAL (EXCLUDED FROM LINEAR WALL CALCULATION) DEMOLITION NOTES LEGEND FIRST FLOOR DEMO PLAN 1/4" = 1'-0"1 AE110 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" FIRST FLOOREXISTING / DEMOPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 105 UP 2R@(4 1/2") 1T@(1'-1/2") 108 107 109 104 4 7'-5 " 2 '- 7 5 / 1 6 " 1 1 " 25'-8 1/16" 3'-2 3/8" 8'-4 3/16"7'-1 1/4" 5'-5 7 /1 6 " 2 0 '- 1 / 4 " 6 '- 1 1 3 / 1 6 " 4'-4 5/16"29'-1 3/16" 1 7 '-2 5 /1 6 " 2 7'-4 5 /1 6 " 20'-0" 10'-0" 1 '-4 1 /8 " 8'-3" 11'-3 1/2" 5'-3" 6'-7 7/16"15'-9 1/2" 24'-7 5/16"9'-4 " 7 '- 6 1 5 / 1 6 " 4'-0"S.Y. SETBACK 1 0' -0 " R E AR YARD S E T BA CK 1 0 '- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK P.C. +10.94' F.F.E.+12.71' F.F.E.+12.96' F.F.E.+11.88' F.F.E.+11.30' F.F.E.+12.71'F.F.E.+11.96' F.F.E.+12.71' 01 A301 01 A303 103 E04 G04 G08 G08 A H H| B H|BH|B H|B H|B H|B H|H H|H A H H H ELEV. SHELL STREET W A Y L A N E G O L D E N R O D AV E . POOL ABOVE PARKING SPACE #1 PARKING SPACE #2 PARKING SPACE #3 (E) GARAGE B 101 (E) GARAGE A 102 HALL 107 UP 16R@(9") 15T@(10") 1 0'-0 " 1 0'-0 " 2 0 '- 0 " 18'-0" 9'-0"9'-0" 102 106 101 108 05 A404 05 A404 3 " 11'-4" 4'-11 1/2 " 6' - 5 1 3/1 6" 2 3'-2 1 5 /1 6 " 9 5 / 1 6 " 9 9 /1 6 " 1'-1 1 /8 " 3 '- 1 0 1 1 / 1 6 " 1 9'- 1 1 3 / 1 6 " 10'-0" 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +24.25' F.F.E.+12.96' 01 A300 01 A302 100 A G04 A A T.O.W. +24.25' T.O.W. +20.71' GATE 6 GATE 5 O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) P R O P E R T Y L I N E S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P RO P ERT Y L I N E S ETB A C K L I N E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (E) ELECTRICAL 105 (E) TRASH 104 (E) STAIR 103 POOL & SPA MECHANICAL ROOM 106 ELEV. MECH. ROOM 109 ELEV. VEST. 108 01 A400 01 A400 02 A401 02 A401 03 A402 03 A402 04 A403 04 A403 09 A406 09 A406 06 A404 06 A404 07 A405 07 A405 08 A405 08 A405 ROOM NAME NO. CLG HT. FLR BASE WALL CLG. N02'4'8' x" CL P.C. XXX.XX EL. ±0.00' FINISHES (SEE ALSO FINISH LEGEND & INTERIOR ELEVATIONS) CEILING HEIGHT ROOM NUMBER GENERAL: G01 GUARDRAIL. SEE DETAIL. GUARDRAILS TO BE 42" MINIMUM HEIGHT WITH 3 15/16" MAXIMUM OPENING SIZE. GUARDRAIL TO BE OPEN DESIGN AT BALCONIES G02 HANDRAIL. SEE DETAIL. HANDRAILS TO BE 34" - 38" HIGH ABOVE THE STAIR TREAD NOSING WITH 3 15/16" MAXIMUM OPENING SIZE. G03 PROVIDE ONE-HOUR FIRE RESISTIVE CONSTRUCTION ON WALLS/SOFFITS ADJACENT OR WITHIN ENCLOSED USABLE SPACE TO STAIR HALLS AND WALLS UNDER/ SUPPORTING STAIRS G04 GARAGE: A. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS. B. GARAGE FLOOR SURFACE SHALL BE OF NON- COMBUSTABLE PAVING MATERIAL. C. DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM STEEL METAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE - PER SECT. R302.5.2 G05 20 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G06 60 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G07 BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF .5" (PER SECT. R319.1) G08 LINE OF (E) WALL TO REMAIN. G09 DOWNSPOUTS, GALVANIZED G10 GUTTERS, COPPER BATHROOMS: - SEE ALSO INTERIOR ELEVATIONS & PLUMBING SCHEDULE. - COORDINATE PLUMBING & ELECTRICAL REQUIREMENTS WITH MANUF. SPECS. - COORDINATE NICHES & RECESSED ITEMS W/ FRAMING; PROVIDE BACKING FOR BATHROOM ACCESSORIES AND FIXTURES AS REQ'D. B01 TYPICAL BATHROOM FIXTURES: SHOWER: SLOPE CURB AND FLOOR MINIMUM 1/8"/FT TOWARDS DRAIN. FAUCET / SHOWER HEAD MAX. FLOW 2.0 GPM. * PROVIDE ACCESS PANEL PER CODE. TOILET: LOW FLOW - MAX. 1.28 G.P. FLUSH. URINAL: LOW FLOW - MAX. 0.5 G.P. FLUSH. LAV: FAUCET MAX. FLOW 1.2 GPM. WALLS: NON-ABSORBENT WALL FINISH TO 6' MIN. A.F.F. AT TUBS & SHOWERS. *WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE SHOWER HEAD, THE COMBINED FLOW RATE OF ALL THE SHOWER HEADS SHALL NOT EXCEED 2.0 GPM OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWER HEAD TO BE IN OPERATION AT A TIME. B02 SOAP AND SHAMPOO NICHE B03 RECESSED MEDICINE CABINET B04 CUSTOM TEMPERED GLASS TUB / SHOWER PARTITION OR ENCLOSURE. NET ENCLOSURE AREA SHALL BE NOT LESS THAN 1024 SQ IN (7.1 SQ FT) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE CPC 408.6 B05 LINEAR SHOWER TRENCH DRAIN W/ STONE/TILE INLAY CABINETRY & MILLWORK: C01 SEE INTERIOR ELEVATIONS FOR LAYOUT, DIMENSIONS, AND MATERIALS OF CABINETS, SHELVING, WARDROBES, BENCHES, DESKS, ETC. BUILT-IN CABINETRY TO BE STAIN-GRADE WOOD UNLESS NOTED OTHERWISE. EQUIPMENT & APPLIANCES: - SEE ALSO INT. ELEVATIONS, PLUMBING & APPLIANCE SCHED. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF. SPECS. E01 TYPICAL KITCHEN APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; 5 H.P. MIN. GARBAGE DISPOSAL RANGE: PROVIDE FUEL GAS AND/OR ELEC. SUPPLY AS REQUIRED BY MANUFACTURER. RANGE HOOD: PROVIDE VENTS CONNECTED TO ROOF MOUNTED EXHAUST FANS. VERIFY RANGE VENTING REQ'MENTS W/ MANUF.'S SPECIFICATIONS. MICRO. MICROWAVE OVEN. VFY MOUNTING HEIGHT PRIOR TO INSTALLATION. REF. REFRIGERATOR FRZ. FREEZER WINE WINE REFRIGERATOR UC REF. UNDER-COUNTER REFRIGERATOR / BEVERAGE ICE ICE MAKER W/ DRAIN, PROVIDE WATER LINE TR. PULL-OUT TRASH / RECYCLING DW DISHWASHER E02 TYPICAL LAUNDRY APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; W/D STACKABLE WASHER DRYER. PROVIDE ELECTRICAL, RECESSED HOT & COLD WATER, FLOOR DRAIN, AND DRAIN STANDPIPE. VENT DRYER TO OUTSIDE AIR. PROVIDE GAS LINE & ELECTRICAL AS REQ'D.; WEATHER HOOD WITH DAMPER AT FINISH OF EXTERIOR WALL; 4" DIAMETER SMOOTH GALVANIZED METAL EXHAUST. E03 ASTRIA DEVONSHIRE 36" INDOOR GAS LINEAR BURNER FIREPLACE: SEE 05/A770 FOR DETAILS (ANSI Z21.50 / CSA 2.22, PFS REPORT #09-099) (SPARK LINEAR BURNER SYSTEM INDOOR, LBS60, ANSI Z21.60 / CSA 2.26) E04 ELEVATOR; ELEVATOR SHAFT TO BE 2-HOUR RATED E05 FIRE PIT (GAS) - PALOFORM "MISO" (TBC) E06 ISOKERN 48 OUTDOOR FIREPLACE. LA.RR # 25483 E07 STEAM SHOWER - MR. STEAM W/ AIR TEMPO CONTROLS, OR EQ.; GC TO COORDINATE MECHANICAL & UTILITIES: - UTILITIES TO BE SCREENED PER LOCAL CODES. - PROVIDE REQUIRED CLEARANCES IN FRONT OF EQUIPMENT. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF SPECS. - SEE SITE & LANDSCAPE PLANS FOR ADDITIONAL UTILITY & DRAINAGE INFO. U01 GAS METER U02 WATER METER & RELATED ASSEMBLIES U03 ELECTRIC METER U04 ELECTRICAL PANEL / SUBPANEL U05 GAS VALVE U06 RADIANT HEATING MANIFOLD U07 FIRE SPRINKLER MANIFOLD & DOMESTIC PRESSURE REGULATOR U08 WATER SHUT-OFF U09 SUMP PUMP U10 SOLAR PANEL INVERTERS U11 A/V RACKS: PROVIDE METHOD OF VENTILATION AND / OR COOLING U12 DRYER VENT AND DUCTING TO EXTERIOR AIR U13 TANKLESS WATER HEATER U14 GAS WATER HEATER INSTALL ON THE COLD WATER SUPPLY PIPE AT THE TOP OF THE WATER HEATER A CAPPED "T" FITTING TO PLUMB FOR FUTURE SOLAR WATER HEATING. U15 WATER STORAGE TANK; STRAP TO WALL AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS WITH THE LOWER A MIN. 4" ABOVE THE CONTROLS. PROVIDE FLOOR DRAIN. U16 NEW DWELLING UNIT TO HAVE A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM PER SECTION 150(O), TO COMPLY WITH SECTION 4.6 OF 2008 RESIDENTIAL COMPLIANCE MANUAL. SYSTEM TO PROVIDE SUPPLY VENTILATION: OUTSIDE AIR TO ENTER THE RESIDENCE THROUGH A DEDICATED SUPPLY FAN OR THROUGH THE CENTRAL HVAC SYSTEM AIR HANDLER. HVAC AIR HANDLER TO BE USED AS SUPPLY VENTILATION SYSTEM WITH THE ADDITION OF A DIRECT DUCT CONNECTION TO THE RETURN AIR DUCT FROM THE OUTSIDE AND CONTROLS THAT ENSURE THE AIR HANDLER RUNS EVEN WHEN NO HEATING / COOLING IS REQUIRED. U17 MECHANICAL VENTILATION PACKAGE UNIT (PROVIDE COMBUSTION AIR SUPPLY PER CMC) U18 BATHROOM FANS MUST BE ENERGY STAR W/ HUMIDISTAT CONTROLLER AND MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING U19 LAUNDRY CHUTE, TYP. PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE WALL TYPE - SEE SHEET A700 FLOOR ELEVATIONS PLANTING AREAP.A. ELEVATION TRANSITION PROPOSED EXISTING TO REMAIN STRUCTURAL CONCRETE LINE OF EXISTING DECK FLOOR PLAN NOTES LEGEND A110 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" FIRST FLOORPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 13'-9"17'-8 1/8" 1'-1" 3'-8 15/16" 5 7/16" 10'-6 15/16" 4'-1 1/2" 9'-6 3/4" 4'-1/4" 9'-1 13/16" 1 0 '- 0 " R E A R Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' 03 16 NOTE: SEE SHEET A110 FOR LOWER LEVEL PARKING DIAGRAMS, 5 STANDARD PARKING SPACES PROVIDED SHELL STREET G O L D E N R O D AV E . NOTE: AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY (E) STORAGE CA: 12.84 sq ft (E) ELEVATOR(E) SHOWER CA: 23.12 sq ft (E) PATIO (E) MECHANICAL SPACE CA: 102.62 sq ft (E) PLANTER (E) PATIO (E) LANDSCAPE AREA 3'-7/16"4 5/16" 21'-3 11/16" 6'-4 3/8" 7' - 5 7 / 1 6 " 8' - 5 1 / 1 6 " 7 '- 1 1 1 1 / 1 6 " 2 3' - 1 0 3 / 1 6 " 12'-7"1'-2"3'-8 1/16"14'-0" 6'-1" 17'-2 11/16" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK 10 '- 0" RE A R Y A R D S ETB A C K 1 0 '- 0 " F R O N T Y A R D S E T B A C K O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) P R O P E R T Y L I N E S E T B A C K L I N E S E T BA CK LI NE S E T B A C K L I N E SETBACK LINE P R O P ERT Y L IN E S ETB A C K L IN E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE N02'4'8' P.C. XXX.XX PROPOSED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN PROPERTY LINE SETBACK LINE PROPERTY CORNER 01 (E) CRAWL SPACE WALLS TO BE REMOVED. 02 (E) FLOOR FINISH TO BE REMOVED AND REPLACED. 03 (E) GUARDRAIL/ HANDRAIL TO BE REMOVED AND REPLACED. 04 PORTION OF (E) DECK TO BE REMOVED. 05 LINE OF (E) DECK TO REMAIN. 06 LINE OF (E) WALL TO REMAIN. 07 (E) STAIRS TO BE REFINISHED. 08 (E) WINDOWS & WALL TO BE REMOVED TO CONVERT BACK TO DECK. 09 (E) LOW WALL TO BE REMOVED. 10 (E) ROOF TO REMAIN, NO CHANGE IN HEIGHT. 11 (E) FINISH AT CHIMNEY & CHIMNEY CAPS TO BE REMOVED & REPLACED. NO CHANGE IN HEIGHT. 12 (E) CHIMNEY TO BE REMOVED. 13. (E) STAIR TO BE REMOVED. 14. (E) DECORATIVE PLASTER TO BE REMOVED. 15. (E) ROOF TO BE REMOVED. 16. (E) COLUMN TO BE RELOCATED. EXISTING PERIMETER TO BE DEMOLISHED EARTH FILL EXISTING PERIMETER TO REMAIN EXISTING MECHANICAL (EXCLUDED FROM LINEAR WALL CALCULATION) DEMOLITION NOTES LEGEND SECOND FLOOR DEMO PLAN 1/4" = 1'-0"1 AE120 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" SECOND FLOOREXISTING / DEMOPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group UP7R@(6 7/8") 6T@(1'-1") 207200 OPEN TO ABOVE 24"x30" CLR. 01 A301 01 A303 5'-11" 15'-1" 3'-0 " 3'-0" 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0" 3'-6" 5'-6 1/4" P.C. +67.53' P.C. +10.94' F.F.E.+24.25' F.G.+19.00' F.S.+24.25' F.G.+24.13' F.S.+20.00' F.F.E.+20.25' F.G.+21.96' F.F.E.+20.25' F.F.E.+24.25' F.F.E.+20.25' F.F.E.+20.25' C01 B01 D|D D D F |D E04 E05 G03 BUILT-IN SEATING (E)T.O.W.+23.63' (E)T.O.W.+23.63' (E)T.O.W. +23.63' G09 H|H H|D H|D (E) WALL(N) WALL C01 H|H H|H PLANTER WALL LINE OF EXISTING DECKDN U P UP POOL DECK W A Y L A N E NOTE: SEE SHEET A110 FOR LOWER LEVEL PARKING DIAGRAMS, 5 STANDARD PARKING SPACES PROVIDED SHELL STREET 18R@(6 3/32") 17T@(1-3") G O L D E N R O D AV E . NOTE: AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY (UNDER SEPARATE PERMIT) POOL BATH 207 POOL POOL STORAGE 208 MECHANICAL SPACE 204 MECH. VEST. 203 VEST 202 STAIR HALL 200 COVERED TERRACE 202 ELEV. VEST. 201 ELEV VEST 201 UP 16R@(9") 15T@(10") UP 8R@(7 3/8") 7T@(11") UP 7R@(7 1/4") 6T@(11") 204203 202 ELEV. CRAWL SPACE 05 A404 05 A404 01 A300 01 A302 14'-9" 7'-4 1/4" 26'-6 3/4" 6'-7 7/16" 3'-6" 7'-5 1/8" 19'-5 3/4" 7'-1 15/16" 3'-6" 3'-6" 1'-4 3/4" 6'-11 7/16" 1'-10" 9'-6 9/16" 1'-9 7/8"1'-10"11'-4 5/8"1'-10"11'-4 5/8"1'-10"4'-7/16" 1 5'-7 5 /1 6 " 41'-7" 45'-11 3/8"9'-1/2"18'-3 1/4"14'-7"1'-0" 9'-6" 5'-3" (E) 5 5/16" (E) 3'-6 11/16" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK 1 0' -0 " R E AR YARD S E T BA CK 1 0' - 0 " F R O N T Y A R D S E T B A C K 39'-5" P.C. +24.25' F.F.E.+29.80' F.S.+19.25' F.S.+34.61' H|H H|D H|D B|J J|B D|D H|B B|H B|HC E|H F|F D|H LINE OF FLOOR ABOVE G01 G01G01 SCULPTURE NOOK CONCRETE WALL W/ STONE VENEER (E)T.O.W. +23.63' T.O.W. +27.78' T.O.W. +34.61' (E)T.O.W.+24.25' D|D (E)T.O.W. +27.88' T.O.P. +28.29' (E)T.O.W. +24.25' T.O.W. +29.80' T.O.R. +27.75' T.O.W. +24.25' (E)T.O.W. +23.63' T.O.W. +27.78' T.O.R. +27.75' T.O.R. +23.75' (E)T.O.W. +20.25' T.O.P. +28.29' T.O.R. +27.75' (E)T.O.W. +24.25' T.O.P. +28.29' (E)T.O.W. +24.25' T.O.P. +28.29' T.O.R. +27.75' T.O.W. +35.86' T.O.W. +31.86' 2 % M I N . G09 G09 G09 G02 T.O.W. +27.08'T.O.W. +27.08' T.O.R. +/-25.00' T.O.R. +/-27.57' H|H BUILT-IN FIRE PIT BUILT-IN FIRE FEATURE T.O. +26.25' T.O. FIRE PIT +21.58' G01 G01 B|H B|H D|D D(E)T.O.W. +21.13' T.O.W. +41.50' T.O.W. +29.80' T.O.W. +27.78' B|H H|H T.O.W.+22.92' STRUCTURAL CONCRETE STRUCTURAL CONCRETE STRUCTURAL CONCRETE LINE OF EXISTING DECK SPA UPPER SPA TERRACE O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) 7 R @ (6 7 /8 ") 6 T @ (1 '-0 ") (UNDER SEPARATE PERMIT) P R O P E R T Y L I N E S E T B A C K L I N E SE T B ACK LI NE S E T B A C K L I N E SETBACK LINE P RO P ERT Y L I N E S ETB A C K L I N E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE OUTDOOR ROOM 206 01 A400 01 A400 02 A401 02 A401 03 A402 03 A402 04 A403 04 A403 09 A406 09 A406 06 A404 06 A404 07 A405 07 A405 08 A405 08 A405 ROOM NAME NO. CLG HT. FLR BASE WALL CLG. N02'4'8' x" CL P.C. XXX.XX EL. ±0.00' FINISHES (SEE ALSO FINISH LEGEND & INTERIOR ELEVATIONS) CEILING HEIGHT ROOM NUMBER GENERAL: G01 GUARDRAIL. SEE DETAIL. GUARDRAILS TO BE 42" MINIMUM HEIGHT WITH 3 15/16" MAXIMUM OPENING SIZE. GUARDRAIL TO BE OPEN DESIGN AT BALCONIES G02 HANDRAIL. SEE DETAIL. HANDRAILS TO BE 34" - 38" HIGH ABOVE THE STAIR TREAD NOSING WITH 3 15/16" MAXIMUM OPENING SIZE. G03 PROVIDE ONE-HOUR FIRE RESISTIVE CONSTRUCTION ON WALLS/SOFFITS ADJACENT OR WITHIN ENCLOSED USABLE SPACE TO STAIR HALLS AND WALLS UNDER/ SUPPORTING STAIRS G04 GARAGE: A. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS. B. GARAGE FLOOR SURFACE SHALL BE OF NON- COMBUSTABLE PAVING MATERIAL. C. DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM STEEL METAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE - PER SECT. R302.5.2 G05 20 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G06 60 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G07 BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF .5" (PER SECT. R319.1) G08 LINE OF (E) WALL TO REMAIN. G09 DOWNSPOUTS, GALVANIZED G10 GUTTERS, COPPER BATHROOMS: - SEE ALSO INTERIOR ELEVATIONS & PLUMBING SCHEDULE. - COORDINATE PLUMBING & ELECTRICAL REQUIREMENTS WITH MANUF. SPECS. - COORDINATE NICHES & RECESSED ITEMS W/ FRAMING; PROVIDE BACKING FOR BATHROOM ACCESSORIES AND FIXTURES AS REQ'D. B01 TYPICAL BATHROOM FIXTURES: SHOWER: SLOPE CURB AND FLOOR MINIMUM 1/8"/FT TOWARDS DRAIN. FAUCET / SHOWER HEAD MAX. FLOW 2.0 GPM. * PROVIDE ACCESS PANEL PER CODE. TOILET: LOW FLOW - MAX. 1.28 G.P. FLUSH. URINAL: LOW FLOW - MAX. 0.5 G.P. FLUSH. LAV: FAUCET MAX. FLOW 1.2 GPM. WALLS: NON-ABSORBENT WALL FINISH TO 6' MIN. A.F.F. AT TUBS & SHOWERS. *WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE SHOWER HEAD, THE COMBINED FLOW RATE OF ALL THE SHOWER HEADS SHALL NOT EXCEED 2.0 GPM OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWER HEAD TO BE IN OPERATION AT A TIME. B02 SOAP AND SHAMPOO NICHE B03 RECESSED MEDICINE CABINET B04 CUSTOM TEMPERED GLASS TUB / SHOWER PARTITION OR ENCLOSURE. NET ENCLOSURE AREA SHALL BE NOT LESS THAN 1024 SQ IN (7.1 SQ FT) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE CPC 408.6 B05 LINEAR SHOWER TRENCH DRAIN W/ STONE/TILE INLAY CABINETRY & MILLWORK: C01 SEE INTERIOR ELEVATIONS FOR LAYOUT, DIMENSIONS, AND MATERIALS OF CABINETS, SHELVING, WARDROBES, BENCHES, DESKS, ETC. BUILT-IN CABINETRY TO BE STAIN-GRADE WOOD UNLESS NOTED OTHERWISE. EQUIPMENT & APPLIANCES: - SEE ALSO INT. ELEVATIONS, PLUMBING & APPLIANCE SCHED. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF. SPECS. E01 TYPICAL KITCHEN APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; 5 H.P. MIN. GARBAGE DISPOSAL RANGE: PROVIDE FUEL GAS AND/OR ELEC. SUPPLY AS REQUIRED BY MANUFACTURER. RANGE HOOD: PROVIDE VENTS CONNECTED TO ROOF MOUNTED EXHAUST FANS. VERIFY RANGE VENTING REQ'MENTS W/ MANUF.'S SPECIFICATIONS. MICRO. MICROWAVE OVEN. VFY MOUNTING HEIGHT PRIOR TO INSTALLATION. REF. REFRIGERATOR FRZ. FREEZER WINE WINE REFRIGERATOR UC REF. UNDER-COUNTER REFRIGERATOR / BEVERAGE ICE ICE MAKER W/ DRAIN, PROVIDE WATER LINE TR. PULL-OUT TRASH / RECYCLING DW DISHWASHER E02 TYPICAL LAUNDRY APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; W/D STACKABLE WASHER DRYER. PROVIDE ELECTRICAL, RECESSED HOT & COLD WATER, FLOOR DRAIN, AND DRAIN STANDPIPE. VENT DRYER TO OUTSIDE AIR. PROVIDE GAS LINE & ELECTRICAL AS REQ'D.; WEATHER HOOD WITH DAMPER AT FINISH OF EXTERIOR WALL; 4" DIAMETER SMOOTH GALVANIZED METAL EXHAUST. E03 ASTRIA DEVONSHIRE 36" INDOOR GAS LINEAR BURNER FIREPLACE: SEE 05/A770 FOR DETAILS (ANSI Z21.50 / CSA 2.22, PFS REPORT #09-099) (SPARK LINEAR BURNER SYSTEM INDOOR, LBS60, ANSI Z21.60 / CSA 2.26) E04 ELEVATOR; ELEVATOR SHAFT TO BE 2-HOUR RATED E05 FIRE PIT (GAS) - PALOFORM "MISO" (TBC) E06 ISOKERN 48 OUTDOOR FIREPLACE. LA.RR # 25483 E07 STEAM SHOWER - MR. STEAM W/ AIR TEMPO CONTROLS, OR EQ.; GC TO COORDINATE MECHANICAL & UTILITIES: - UTILITIES TO BE SCREENED PER LOCAL CODES. - PROVIDE REQUIRED CLEARANCES IN FRONT OF EQUIPMENT. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF SPECS. - SEE SITE & LANDSCAPE PLANS FOR ADDITIONAL UTILITY & DRAINAGE INFO. U01 GAS METER U02 WATER METER & RELATED ASSEMBLIES U03 ELECTRIC METER U04 ELECTRICAL PANEL / SUBPANEL U05 GAS VALVE U06 RADIANT HEATING MANIFOLD U07 FIRE SPRINKLER MANIFOLD & DOMESTIC PRESSURE REGULATOR U08 WATER SHUT-OFF U09 SUMP PUMP U10 SOLAR PANEL INVERTERS U11 A/V RACKS: PROVIDE METHOD OF VENTILATION AND / OR COOLING U12 DRYER VENT AND DUCTING TO EXTERIOR AIR U13 TANKLESS WATER HEATER U14 GAS WATER HEATER INSTALL ON THE COLD WATER SUPPLY PIPE AT THE TOP OF THE WATER HEATER A CAPPED "T" FITTING TO PLUMB FOR FUTURE SOLAR WATER HEATING. U15 WATER STORAGE TANK; STRAP TO WALL AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS WITH THE LOWER A MIN. 4" ABOVE THE CONTROLS. PROVIDE FLOOR DRAIN. U16 NEW DWELLING UNIT TO HAVE A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM PER SECTION 150(O), TO COMPLY WITH SECTION 4.6 OF 2008 RESIDENTIAL COMPLIANCE MANUAL. SYSTEM TO PROVIDE SUPPLY VENTILATION: OUTSIDE AIR TO ENTER THE RESIDENCE THROUGH A DEDICATED SUPPLY FAN OR THROUGH THE CENTRAL HVAC SYSTEM AIR HANDLER. HVAC AIR HANDLER TO BE USED AS SUPPLY VENTILATION SYSTEM WITH THE ADDITION OF A DIRECT DUCT CONNECTION TO THE RETURN AIR DUCT FROM THE OUTSIDE AND CONTROLS THAT ENSURE THE AIR HANDLER RUNS EVEN WHEN NO HEATING / COOLING IS REQUIRED. U17 MECHANICAL VENTILATION PACKAGE UNIT (PROVIDE COMBUSTION AIR SUPPLY PER CMC) U18 BATHROOM FANS MUST BE ENERGY STAR W/ HUMIDISTAT CONTROLLER AND MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING U19 LAUNDRY CHUTE, TYP. PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE WALL TYPE - SEE SHEET A700 FLOOR ELEVATIONS PLANTING AREAP.A. ELEVATION TRANSITION PROPOSED EXISTING TO REMAIN STRUCTURAL CONCRETE LINE OF EXISTING DECK FLOOR PLAN NOTES LEGEND A120 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" SECOND FLOORPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 12'-2 1/4" 4'-2" 7'-5 1 1 /1 6 " 4 '-5 1 /1 6 " 14'-6 11/16" 25'-7 3/4" 14'-8 7/16" 11'-7 5/16" 3'-4 15/16" 5'-9 1/16"10 1/16"5'-10 3/16"5'-3 15/16"11'-8"28'-6 1/2" 10 1/16" 17'-3 7/16" 7'-10" 4'-8" 8'-2 3/8" 1 1 '-1 0 3 /4 " 2'-11/16"9'-5 15/16"3'-1/16" 1 0'- 0 " R E A R Y A R D S E T B A C K 1 0' -0 " R EA R YA RD S E T BA CK P.C. +10.94' 04 08 08 09 LINE OF (E) FLOOR TO REMAIN 1313 LINE OF (E) FLOOR TO REMAIN LINE OF (E) FLOOR TO REMAIN LINE OF (E) FLOOR TO REMAIN SHELL STREET W A Y L A N E G O L D E N R O D AV E . (E) STUDY ROOM (E) WASH ROOM (E) MECHANICAL SPACE (E) FAMILY ROOM (E) ENTRY (E) CLOSET(E) STORAGE (E) ELEVATOR (E) PLANTER (E) PLAY ROOM(E) BATHROOM (E) BATHROOM (E) CLOSET (E) CLOSET (E) PATIO (E) CLOSET 4'-3 9/16" 14'-8 7/16" 15'-5/16" 2'-4 7/8" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) P R O P E R T Y L I N E S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RT Y L IN E SETB AC K L IN E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE N02'4'8' P.C. XXX.XX PROPOSED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN PROPERTY LINE SETBACK LINE PROPERTY CORNER 01 (E) CRAWL SPACE WALLS TO BE REMOVED. 02 (E) FLOOR FINISH TO BE REMOVED AND REPLACED. 03 (E) GUARDRAIL/ HANDRAIL TO BE REMOVED AND REPLACED. 04 PORTION OF (E) DECK TO BE REMOVED. 05 LINE OF (E) DECK TO REMAIN. 06 LINE OF (E) WALL TO REMAIN. 07 (E) STAIRS TO BE REFINISHED. 08 (E) WINDOWS & WALL TO BE REMOVED TO CONVERT BACK TO DECK. 09 (E) LOW WALL TO BE REMOVED. 10 (E) ROOF TO REMAIN, NO CHANGE IN HEIGHT. 11 (E) FINISH AT CHIMNEY & CHIMNEY CAPS TO BE REMOVED & REPLACED. NO CHANGE IN HEIGHT. 12 (E) CHIMNEY TO BE REMOVED. 13. (E) STAIR TO BE REMOVED. 14. (E) DECORATIVE PLASTER TO BE REMOVED. 15. (E) ROOF TO BE REMOVED. 16. (E) COLUMN TO BE RELOCATED. EXISTING PERIMETER TO BE DEMOLISHED EARTH FILL EXISTING PERIMETER TO REMAIN EXISTING MECHANICAL (EXCLUDED FROM LINEAR WALL CALCULATION) DEMOLITION NOTES LEGEND THIRD FLOOR DEMO PLAN 1/4" = 1'-0"1 AE130 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" THIRD FLOOREXISTING / DEMOPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group ROOM NAME NO. CLG HT. FLR BASE WALL CLG. N02'4'8' x" CL P.C. XXX.XX EL. ±0.00' FINISHES (SEE ALSO FINISH LEGEND & INTERIOR ELEVATIONS) CEILING HEIGHT ROOM NUMBER GENERAL: G01 GUARDRAIL. SEE DETAIL. GUARDRAILS TO BE 42" MINIMUM HEIGHT WITH 3 15/16" MAXIMUM OPENING SIZE. GUARDRAIL TO BE OPEN DESIGN AT BALCONIES G02 HANDRAIL. SEE DETAIL. HANDRAILS TO BE 34" - 38" HIGH ABOVE THE STAIR TREAD NOSING WITH 3 15/16" MAXIMUM OPENING SIZE. G03 PROVIDE ONE-HOUR FIRE RESISTIVE CONSTRUCTION ON WALLS/SOFFITS ADJACENT OR WITHIN ENCLOSED USABLE SPACE TO STAIR HALLS AND WALLS UNDER/ SUPPORTING STAIRS G04 GARAGE: A. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS. B. GARAGE FLOOR SURFACE SHALL BE OF NON- COMBUSTABLE PAVING MATERIAL. C. DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM STEEL METAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE - PER SECT. R302.5.2 G05 20 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G06 60 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G07 BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF .5" (PER SECT. R319.1) G08 LINE OF (E) WALL TO REMAIN. G09 DOWNSPOUTS, GALVANIZED G10 GUTTERS, COPPER BATHROOMS: - SEE ALSO INTERIOR ELEVATIONS & PLUMBING SCHEDULE. - COORDINATE PLUMBING & ELECTRICAL REQUIREMENTS WITH MANUF. SPECS. - COORDINATE NICHES & RECESSED ITEMS W/ FRAMING; PROVIDE BACKING FOR BATHROOM ACCESSORIES AND FIXTURES AS REQ'D. B01 TYPICAL BATHROOM FIXTURES: SHOWER: SLOPE CURB AND FLOOR MINIMUM 1/8"/FT TOWARDS DRAIN. FAUCET / SHOWER HEAD MAX. FLOW 2.0 GPM. * PROVIDE ACCESS PANEL PER CODE. TOILET: LOW FLOW - MAX. 1.28 G.P. FLUSH. URINAL: LOW FLOW - MAX. 0.5 G.P. FLUSH. LAV: FAUCET MAX. FLOW 1.2 GPM. WALLS: NON-ABSORBENT WALL FINISH TO 6' MIN. A.F.F. AT TUBS & SHOWERS. *WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE SHOWER HEAD, THE COMBINED FLOW RATE OF ALL THE SHOWER HEADS SHALL NOT EXCEED 2.0 GPM OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWER HEAD TO BE IN OPERATION AT A TIME. B02 SOAP AND SHAMPOO NICHE B03 RECESSED MEDICINE CABINET B04 CUSTOM TEMPERED GLASS TUB / SHOWER PARTITION OR ENCLOSURE. NET ENCLOSURE AREA SHALL BE NOT LESS THAN 1024 SQ IN (7.1 SQ FT) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE CPC 408.6 B05 LINEAR SHOWER TRENCH DRAIN W/ STONE/TILE INLAY CABINETRY & MILLWORK: C01 SEE INTERIOR ELEVATIONS FOR LAYOUT, DIMENSIONS, AND MATERIALS OF CABINETS, SHELVING, WARDROBES, BENCHES, DESKS, ETC. BUILT-IN CABINETRY TO BE STAIN-GRADE WOOD UNLESS NOTED OTHERWISE. EQUIPMENT & APPLIANCES: - SEE ALSO INT. ELEVATIONS, PLUMBING & APPLIANCE SCHED. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF. SPECS. E01 TYPICAL KITCHEN APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; 5 H.P. MIN. GARBAGE DISPOSAL RANGE: PROVIDE FUEL GAS AND/OR ELEC. SUPPLY AS REQUIRED BY MANUFACTURER. RANGE HOOD: PROVIDE VENTS CONNECTED TO ROOF MOUNTED EXHAUST FANS. VERIFY RANGE VENTING REQ'MENTS W/ MANUF.'S SPECIFICATIONS. MICRO. MICROWAVE OVEN. VFY MOUNTING HEIGHT PRIOR TO INSTALLATION. REF. REFRIGERATOR FRZ. FREEZER WINE WINE REFRIGERATOR UC REF. UNDER-COUNTER REFRIGERATOR / BEVERAGE ICE ICE MAKER W/ DRAIN, PROVIDE WATER LINE TR. PULL-OUT TRASH / RECYCLING DW DISHWASHER E02 TYPICAL LAUNDRY APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; W/D STACKABLE WASHER DRYER. PROVIDE ELECTRICAL, RECESSED HOT & COLD WATER, FLOOR DRAIN, AND DRAIN STANDPIPE. VENT DRYER TO OUTSIDE AIR. PROVIDE GAS LINE & ELECTRICAL AS REQ'D.; WEATHER HOOD WITH DAMPER AT FINISH OF EXTERIOR WALL; 4" DIAMETER SMOOTH GALVANIZED METAL EXHAUST. E03 ASTRIA DEVONSHIRE 36" INDOOR GAS LINEAR BURNER FIREPLACE: SEE 05/A770 FOR DETAILS (ANSI Z21.50 / CSA 2.22, PFS REPORT #09-099) (SPARK LINEAR BURNER SYSTEM INDOOR, LBS60, ANSI Z21.60 / CSA 2.26) E04 ELEVATOR; ELEVATOR SHAFT TO BE 2-HOUR RATED E05 FIRE PIT (GAS) - PALOFORM "MISO" (TBC) E06 ISOKERN 48 OUTDOOR FIREPLACE. LA.RR # 25483 E07 STEAM SHOWER - MR. STEAM W/ AIR TEMPO CONTROLS, OR EQ.; GC TO COORDINATE MECHANICAL & UTILITIES: - UTILITIES TO BE SCREENED PER LOCAL CODES. - PROVIDE REQUIRED CLEARANCES IN FRONT OF EQUIPMENT. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF SPECS. - SEE SITE & LANDSCAPE PLANS FOR ADDITIONAL UTILITY & DRAINAGE INFO. U01 GAS METER U02 WATER METER & RELATED ASSEMBLIES U03 ELECTRIC METER U04 ELECTRICAL PANEL / SUBPANEL U05 GAS VALVE U06 RADIANT HEATING MANIFOLD U07 FIRE SPRINKLER MANIFOLD & DOMESTIC PRESSURE REGULATOR U08 WATER SHUT-OFF U09 SUMP PUMP U10 SOLAR PANEL INVERTERS U11 A/V RACKS: PROVIDE METHOD OF VENTILATION AND / OR COOLING U12 DRYER VENT AND DUCTING TO EXTERIOR AIR U13 TANKLESS WATER HEATER U14 GAS WATER HEATER INSTALL ON THE COLD WATER SUPPLY PIPE AT THE TOP OF THE WATER HEATER A CAPPED "T" FITTING TO PLUMB FOR FUTURE SOLAR WATER HEATING. U15 WATER STORAGE TANK; STRAP TO WALL AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS WITH THE LOWER A MIN. 4" ABOVE THE CONTROLS. PROVIDE FLOOR DRAIN. U16 NEW DWELLING UNIT TO HAVE A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM PER SECTION 150(O), TO COMPLY WITH SECTION 4.6 OF 2008 RESIDENTIAL COMPLIANCE MANUAL. SYSTEM TO PROVIDE SUPPLY VENTILATION: OUTSIDE AIR TO ENTER THE RESIDENCE THROUGH A DEDICATED SUPPLY FAN OR THROUGH THE CENTRAL HVAC SYSTEM AIR HANDLER. HVAC AIR HANDLER TO BE USED AS SUPPLY VENTILATION SYSTEM WITH THE ADDITION OF A DIRECT DUCT CONNECTION TO THE RETURN AIR DUCT FROM THE OUTSIDE AND CONTROLS THAT ENSURE THE AIR HANDLER RUNS EVEN WHEN NO HEATING / COOLING IS REQUIRED. U17 MECHANICAL VENTILATION PACKAGE UNIT (PROVIDE COMBUSTION AIR SUPPLY PER CMC) U18 BATHROOM FANS MUST BE ENERGY STAR W/ HUMIDISTAT CONTROLLER AND MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING U19 LAUNDRY CHUTE, TYP. PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE WALL TYPE - SEE SHEET A700 FLOOR ELEVATIONS PLANTING AREAP.A. ELEVATION TRANSITION PROPOSED EXISTING TO REMAIN STRUCTURAL CONCRETE LINE OF EXISTING DECK FLOOR PLAN NOTES LEGEND UP 15 R @ (7 3/16") 14 T @ (10 3/4") 302 303 300 309 307 313 308 310 312 304 306 311 OPEN TO BELOW SD CO SD CO SD CO 24"x30" CLR. 24"x30" CLR. W DR 305 01 A301 01 A303 1 0 '- 0 " R E A R Y A R D S E T B A C K 1 0' -0 " R E AR YARD S E T BA CK FF ELEV. +38.46' P.C. +10.94' P.C. +24.25' F.F.E. +38.46' C01 C01 E02 C01 C01 C01 B01 U19 E04 G09 G09 G09 H|H H|H LINE OF EXISTING DECK LINE OF EXISTING DECK LINE OF FARTHEST EXISTING DECK PROJECTION UP DN SHELL STREET W A Y L A N E 18R@(6 3/32") 17T@(1-3") G O L D E N R O D AV E . MECH. 311 BEDROOM 03 308 CLOSET 03 310 LAUNDRY 309 HALL 301 STAIR HALL 300 WINE CABINET 313 GYM 303 GYM STORAGE 304 (N) BALCONY(N) BALCONY GAME ROOM 306 VEST. 302 BATH 03 307 UP 7R@(7 1/4") 6T@(11") X X X 301 301 304 300 3 0 0 ELEV. 05 A404 05 A404 01 A300 01 A302 UP 5R@(7 11/16") 4T@(11") 1 5'-4 1 /4 " 22'-1 1/4" 11'-9" 14'-9 3/4" 41'-7" 22'-1 5/16"18'-5 3/8"22'-3 3/4" 3'-6" 3'-6" 3'-6" 7'-3 1/2" 3'-2" 6'-9 1/8" 2'-3" 12'-13/16" ( E ) 4'- 1 3 / 1 6 " ( E ) 5'- 1 1 3 / 1 6 " ( E ) 3' - 5 7 / 8" (E ) 6' -6 1 / 8" 14'-6 9/16" 7'-7 3/8" 4'-3 15/16" 9'-6" 6'-1/4" (E) 5 5/16" (E) 3'-6 11/16" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' F.F.E.+38.46' F.F.E.+38.50' 302 303 H|H H|H H|H H|H H|H H|J J|H H|H H|H H H B|H B|H B|H B|H B|H D|H H|D D|H H|D D|H D D H|HH H H H|H H|D H|D H|D B|H H|H B|HH|H G01 T.O.W. +41.50' T.O.W. +41.50' T.O.P. +42.90' T.O.P. +42.90' T.O.P. +42.90' T.O.P. +42.90'T.O.W. +34.61' T.O.W. +41.50' H|H T.O.R. +41.96' T.O.W. +46.75' T.O.W. +43.17' T.O.W. +39.96'G09 G09 G01 G01 G01 G01 H|H H GARDEN TERRACE O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) P R O P E R T Y L I N E S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P RO P ERT Y L I N E S ETB A C K L I N E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE GYM TERRACE 305 POWDER 312 01 A400 01 A400 02 A401 02 A401 03 A402 03 A402 04 A403 04 A403 09 A406 09 A406 06 A404 06 A404 07 A405 07 A405 08 A405 08 A405 A130 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" THIRD FLOORPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 4'-10 15/16" 34'-9 11/16" 16'-3" 6'-7 11/16" 6'-5 1/2" 67'-1/2" 21'-7 7/16" 3'-3 3/16" 3'-3 3/4" 7'-9 5/16"8'-2 7/16" 11'-2 1/16"6'-0"6'-3 3/4"6'-0"5'-3 15/16" 25'-7 1/4" 4'-0"S.Y. SETBACK 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK 1 0' -0 " R EA R YA RD S E T BA CK 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' 0303 03 04 LINE OF (E) FLOOR TO REMAIN 12 14 13 13 14 03 03 LINE OF (E) FLOOR TO REMAIN SHELL STREET W A Y L A N E 10R@(7 1/2") 9T@(11") G O L D E N R O D AV E . (E) BATH (E) BATH (E) ELEVATOR (E) STORAGE (E) BALCONY (E) CLOSET (E) ENTRY (E) PATIO (E) MASTER BEDROOM (E) MASTER BATH (E) WALK-IN CLOSET (E) BEDROOM (E) BEDROOM 8'-9 5/8"1'-10 3/16" 8'-4 1/4"38'-0"20'-8 1/4" 6'-5 1/2" UP UP O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) P R O P E R T Y L I N E S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RT Y L IN E SETB AC K L IN E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE N02'4'8' P.C. XXX.XX PROPOSED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN PROPERTY LINE SETBACK LINE PROPERTY CORNER 01 (E) CRAWL SPACE WALLS TO BE REMOVED. 02 (E) FLOOR FINISH TO BE REMOVED AND REPLACED. 03 (E) GUARDRAIL/ HANDRAIL TO BE REMOVED AND REPLACED. 04 PORTION OF (E) DECK TO BE REMOVED. 05 LINE OF (E) DECK TO REMAIN. 06 LINE OF (E) WALL TO REMAIN. 07 (E) STAIRS TO BE REFINISHED. 08 (E) WINDOWS & WALL TO BE REMOVED TO CONVERT BACK TO DECK. 09 (E) LOW WALL TO BE REMOVED. 10 (E) ROOF TO REMAIN, NO CHANGE IN HEIGHT. 11 (E) FINISH AT CHIMNEY & CHIMNEY CAPS TO BE REMOVED & REPLACED. NO CHANGE IN HEIGHT. 12 (E) CHIMNEY TO BE REMOVED. 13. (E) STAIR TO BE REMOVED. 14. (E) DECORATIVE PLASTER TO BE REMOVED. 15. (E) ROOF TO BE REMOVED. 16. (E) COLUMN TO BE RELOCATED. EXISTING PERIMETER TO BE DEMOLISHED EARTH FILL EXISTING PERIMETER TO REMAIN EXISTING MECHANICAL (EXCLUDED FROM LINEAR WALL CALCULATION) DEMOLITION NOTES LEGEND FOURTH FLOOR DEMO PLAN 1/4" = 1'-0"1 AE140 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" FOURTH FLOOREXISTING / DEMOPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group ROOM NAME NO. CLG HT. FLR BASE WALL CLG. N02'4'8' x" CL P.C. XXX.XX EL. ±0.00' FINISHES (SEE ALSO FINISH LEGEND & INTERIOR ELEVATIONS) CEILING HEIGHT ROOM NUMBER GENERAL: G01 GUARDRAIL. SEE DETAIL. GUARDRAILS TO BE 42" MINIMUM HEIGHT WITH 3 15/16" MAXIMUM OPENING SIZE. GUARDRAIL TO BE OPEN DESIGN AT BALCONIES G02 HANDRAIL. SEE DETAIL. HANDRAILS TO BE 34" - 38" HIGH ABOVE THE STAIR TREAD NOSING WITH 3 15/16" MAXIMUM OPENING SIZE. G03 PROVIDE ONE-HOUR FIRE RESISTIVE CONSTRUCTION ON WALLS/SOFFITS ADJACENT OR WITHIN ENCLOSED USABLE SPACE TO STAIR HALLS AND WALLS UNDER/ SUPPORTING STAIRS G04 GARAGE: A. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS. B. GARAGE FLOOR SURFACE SHALL BE OF NON- COMBUSTABLE PAVING MATERIAL. C. DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM STEEL METAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE - PER SECT. R302.5.2 G05 20 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G06 60 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G07 BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF .5" (PER SECT. R319.1) G08 LINE OF (E) WALL TO REMAIN. G09 DOWNSPOUTS, GALVANIZED G10 GUTTERS, COPPER BATHROOMS: - SEE ALSO INTERIOR ELEVATIONS & PLUMBING SCHEDULE. - COORDINATE PLUMBING & ELECTRICAL REQUIREMENTS WITH MANUF. SPECS. - COORDINATE NICHES & RECESSED ITEMS W/ FRAMING; PROVIDE BACKING FOR BATHROOM ACCESSORIES AND FIXTURES AS REQ'D. B01 TYPICAL BATHROOM FIXTURES: SHOWER: SLOPE CURB AND FLOOR MINIMUM 1/8"/FT TOWARDS DRAIN. FAUCET / SHOWER HEAD MAX. FLOW 2.0 GPM. * PROVIDE ACCESS PANEL PER CODE. TOILET: LOW FLOW - MAX. 1.28 G.P. FLUSH. URINAL: LOW FLOW - MAX. 0.5 G.P. FLUSH. LAV: FAUCET MAX. FLOW 1.2 GPM. WALLS: NON-ABSORBENT WALL FINISH TO 6' MIN. A.F.F. AT TUBS & SHOWERS. *WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE SHOWER HEAD, THE COMBINED FLOW RATE OF ALL THE SHOWER HEADS SHALL NOT EXCEED 2.0 GPM OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWER HEAD TO BE IN OPERATION AT A TIME. B02 SOAP AND SHAMPOO NICHE B03 RECESSED MEDICINE CABINET B04 CUSTOM TEMPERED GLASS TUB / SHOWER PARTITION OR ENCLOSURE. NET ENCLOSURE AREA SHALL BE NOT LESS THAN 1024 SQ IN (7.1 SQ FT) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE CPC 408.6 B05 LINEAR SHOWER TRENCH DRAIN W/ STONE/TILE INLAY CABINETRY & MILLWORK: C01 SEE INTERIOR ELEVATIONS FOR LAYOUT, DIMENSIONS, AND MATERIALS OF CABINETS, SHELVING, WARDROBES, BENCHES, DESKS, ETC. BUILT-IN CABINETRY TO BE STAIN-GRADE WOOD UNLESS NOTED OTHERWISE. EQUIPMENT & APPLIANCES: - SEE ALSO INT. ELEVATIONS, PLUMBING & APPLIANCE SCHED. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF. SPECS. E01 TYPICAL KITCHEN APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; 5 H.P. MIN. GARBAGE DISPOSAL RANGE: PROVIDE FUEL GAS AND/OR ELEC. SUPPLY AS REQUIRED BY MANUFACTURER. RANGE HOOD: PROVIDE VENTS CONNECTED TO ROOF MOUNTED EXHAUST FANS. VERIFY RANGE VENTING REQ'MENTS W/ MANUF.'S SPECIFICATIONS. MICRO. MICROWAVE OVEN. VFY MOUNTING HEIGHT PRIOR TO INSTALLATION. REF. REFRIGERATOR FRZ. FREEZER WINE WINE REFRIGERATOR UC REF. UNDER-COUNTER REFRIGERATOR / BEVERAGE ICE ICE MAKER W/ DRAIN, PROVIDE WATER LINE TR. PULL-OUT TRASH / RECYCLING DW DISHWASHER E02 TYPICAL LAUNDRY APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; W/D STACKABLE WASHER DRYER. PROVIDE ELECTRICAL, RECESSED HOT & COLD WATER, FLOOR DRAIN, AND DRAIN STANDPIPE. VENT DRYER TO OUTSIDE AIR. PROVIDE GAS LINE & ELECTRICAL AS REQ'D.; WEATHER HOOD WITH DAMPER AT FINISH OF EXTERIOR WALL; 4" DIAMETER SMOOTH GALVANIZED METAL EXHAUST. E03 ASTRIA DEVONSHIRE 36" INDOOR GAS LINEAR BURNER FIREPLACE: SEE 05/A770 FOR DETAILS (ANSI Z21.50 / CSA 2.22, PFS REPORT #09-099) (SPARK LINEAR BURNER SYSTEM INDOOR, LBS60, ANSI Z21.60 / CSA 2.26) E04 ELEVATOR; ELEVATOR SHAFT TO BE 2-HOUR RATED E05 FIRE PIT (GAS) - PALOFORM "MISO" (TBC) E06 ISOKERN 48 OUTDOOR FIREPLACE. LA.RR # 25483 E07 STEAM SHOWER - MR. STEAM W/ AIR TEMPO CONTROLS, OR EQ.; GC TO COORDINATE MECHANICAL & UTILITIES: - UTILITIES TO BE SCREENED PER LOCAL CODES. - PROVIDE REQUIRED CLEARANCES IN FRONT OF EQUIPMENT. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF SPECS. - SEE SITE & LANDSCAPE PLANS FOR ADDITIONAL UTILITY & DRAINAGE INFO. U01 GAS METER U02 WATER METER & RELATED ASSEMBLIES U03 ELECTRIC METER U04 ELECTRICAL PANEL / SUBPANEL U05 GAS VALVE U06 RADIANT HEATING MANIFOLD U07 FIRE SPRINKLER MANIFOLD & DOMESTIC PRESSURE REGULATOR U08 WATER SHUT-OFF U09 SUMP PUMP U10 SOLAR PANEL INVERTERS U11 A/V RACKS: PROVIDE METHOD OF VENTILATION AND / OR COOLING U12 DRYER VENT AND DUCTING TO EXTERIOR AIR U13 TANKLESS WATER HEATER U14 GAS WATER HEATER INSTALL ON THE COLD WATER SUPPLY PIPE AT THE TOP OF THE WATER HEATER A CAPPED "T" FITTING TO PLUMB FOR FUTURE SOLAR WATER HEATING. U15 WATER STORAGE TANK; STRAP TO WALL AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS WITH THE LOWER A MIN. 4" ABOVE THE CONTROLS. PROVIDE FLOOR DRAIN. U16 NEW DWELLING UNIT TO HAVE A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM PER SECTION 150(O), TO COMPLY WITH SECTION 4.6 OF 2008 RESIDENTIAL COMPLIANCE MANUAL. SYSTEM TO PROVIDE SUPPLY VENTILATION: OUTSIDE AIR TO ENTER THE RESIDENCE THROUGH A DEDICATED SUPPLY FAN OR THROUGH THE CENTRAL HVAC SYSTEM AIR HANDLER. HVAC AIR HANDLER TO BE USED AS SUPPLY VENTILATION SYSTEM WITH THE ADDITION OF A DIRECT DUCT CONNECTION TO THE RETURN AIR DUCT FROM THE OUTSIDE AND CONTROLS THAT ENSURE THE AIR HANDLER RUNS EVEN WHEN NO HEATING / COOLING IS REQUIRED. U17 MECHANICAL VENTILATION PACKAGE UNIT (PROVIDE COMBUSTION AIR SUPPLY PER CMC) U18 BATHROOM FANS MUST BE ENERGY STAR W/ HUMIDISTAT CONTROLLER AND MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING U19 LAUNDRY CHUTE, TYP. PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE WALL TYPE - SEE SHEET A700 FLOOR ELEVATIONS PLANTING AREAP.A. ELEVATION TRANSITION PROPOSED EXISTING TO REMAIN STRUCTURAL CONCRETE LINE OF EXISTING DECK FLOOR PLAN NOTES LEGEND UP 15 R @ (7 3/16") 1 4T @ (10 3/4") UP 402 402 404 413 409 403 417 414 415 406 411 407 408 416 412 410 OPEN TO BELOW SD COSDCO SD CO SD CO 24"x30" CLR. 24"x30" CLR. 24"x30" C LR. UP (53) (52) 01 A301 01 A303 10'-1" 12'-1 1/4" 21'-7" 1 5 '-7 3 /8 " 4'-7/8" 15'-9 3/8" 2'-8 15/16" 7'-11 5/8" 4'-0"S.Y. SETBACK 1 0 '- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK 1 0' -0 " R E AR YARD S E T BA CK 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' P.C. +24.25' F.F.E.+49.83' F.F.E.+49.79' F.F.E.+49.79' F.F.E. +48.04' F.F.E. +48.08' C01 H|H H|H H|H H|H H|J B|J H|D D|H D|H H H H H|H U19 H|H G03 E03 H|H H|J H|H H|H E04 J|H G09 G10 G09 G09 H|H B|H H|H H|H J|B LINE OF EXISTING DECK LINE OF EXISTING DECK UPPER SPA TERRACE BELOW SHELL STREET W A Y L A N E 21R@(6 29/64") 20T@(1-3") G O L D E N R O D AV E . CLOSET 02 415 STAIR HALL 400 HALL 410 MASTER BATH TERRACE 421 LINEN 409 BATH 01 413 (E) BEDROOM 02 414 (E) BEDROOM 01 411 MASTER CLOSET 405 MASTER HALL 401 MASTER BEDROOM 407 MASTER BATH 403 CLOSET 01 412 BATH 02 416 CRAWL SPACE (N) BALCONY (N) BALCONY UP 2 R @ (6") 1T @(11") 40 1 400 401 403 404 405 UP DN ELEV. 05 A404 05 A404 01 A300 01 A302 UP2R @(6") 1T @ (11") UP 12 R @(7 3/1 6") 11 T @ (11") 5'-2 15/16"8'-2 5/16"6'-9 11/16"5'-0"2'-6 9/16"44'-10 1/4"14'-4 1/2"1'-2 1/16" 21'-8 1/16" 4'-1/4" 4'-2 7/16"21'-10"34'-2" ( E ) 4'- 7 / 8 " ( E ) 5'- 1 1 1 / 8 " (E ) 3' -5 7 / 8" (E ) 6 ' -6 1/ 8" (E) 5 3/8" (E) 3'-6 11/16" 20'-1/2" 3'-9/16" 5'-15/16" 15'-10 5/16" (E) 7/8" (E) 3'-11 1/8" H|H H|H H B|H D|H D|H H|D D D H|H J|H H|H G01 G01 G01 G01 T.O.P. +52.48' T.O.P. +52.48' T.O.W. +57.00' T.O.R. +51.06' T.O.R. +51.54' T.O.W. +51.25' T.O.W. +46.75' H|J G09 G09 G09 H H J J H D|H T.O.W. +60.50' T.O.W. +56.47' LINE OF FARTHEST EXISTING DECK PROJECTION O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) (50) P R O P E R T Y L I N E S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P RO P ERT Y L I N E S ETB A C K L I N E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE MASTER TERRACE 417 MASTER BED TERRACE 422 01 A400 01 A400 02 A401 02 A401 03 A402 03 A402 04 A403 04 A403 09 A406 09 A406 06 A404 06 A404 07 A405 07 A405 08 A405 08 A405 A140 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" FOURTH FLOORPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 19'-10 1/4" 9'-9 1 3 /1 6" 11 3/8" 12'-1 7/8" 19'-10 9/16" 8'-10" 1'- 1 1 / 1 6 " 3'-3 3/4" 3'-3 3/16" 1 0'- 0 " R E A R Y A R D S E T B A C K 1 0' -0 " R EA R YA RD S E T BA CK F R O N T Y A R D S E T B A C K 5 3'-7 7 /8 " P.C. +67.53' P.C. +10.94' 04 LINE OF (E) FLOOR TO REMAIN 05 04 04 03 05 03 12 1414 14 G03 SHELL STREET W A Y L A N E 10R@(7 1/2") 9T@(11") 4R@(1'-0") 3T@(7") G O L D E N R O D A V E . (E) GREAT ROOM (E) CLOSET (E) MAIN ENTRY (E) LIVING ROOM(E) DINING/ KITCHEN (E) STORAGE (E) POWDER ROOM (E) STORAGE (E) BALCONY (E) PATIO (E) STORAGE (E) ELEVATOR (E) BALCONY 15'-4 3/16" 18'-4 7/8" 12'-1 1/2" 6'-8 11/16" 5'-5/16" 37'-11 1/4"12'-4 13/16"8'-2 1/2"8'-2 1/2"7'-9 3/8" 11 3/4" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK UP UP DN P R O P E R T Y L I N E S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE PROP ER T Y L I N E S ET BA C K L I N E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE N02'4'8' P.C. XXX.XX PROPOSED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN PROPERTY LINE SETBACK LINE PROPERTY CORNER 01 (E) CRAWL SPACE WALLS TO BE REMOVED. 02 (E) FLOOR FINISH TO BE REMOVED AND REPLACED. 03 (E) GUARDRAIL/ HANDRAIL TO BE REMOVED AND REPLACED. 04 PORTION OF (E) DECK TO BE REMOVED. 05 LINE OF (E) DECK TO REMAIN. 06 LINE OF (E) WALL TO REMAIN. 07 (E) STAIRS TO BE REFINISHED. 08 (E) WINDOWS & WALL TO BE REMOVED TO CONVERT BACK TO DECK. 09 (E) LOW WALL TO BE REMOVED. 10 (E) ROOF TO REMAIN, NO CHANGE IN HEIGHT. 11 (E) FINISH AT CHIMNEY & CHIMNEY CAPS TO BE REMOVED & REPLACED. NO CHANGE IN HEIGHT. 12 (E) CHIMNEY TO BE REMOVED. 13. (E) STAIR TO BE REMOVED. 14. (E) DECORATIVE PLASTER TO BE REMOVED. 15. (E) ROOF TO BE REMOVED. 16. (E) COLUMN TO BE RELOCATED. EXISTING PERIMETER TO BE DEMOLISHED EARTH FILL EXISTING PERIMETER TO REMAIN EXISTING MECHANICAL (EXCLUDED FROM LINEAR WALL CALCULATION) DEMOLITION NOTES LEGEND FIFTH FLOOR DEMO PLAN 1/4" = 1'-0"1 AE150 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" FIFTH FLOOREXISTING / DEMOPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group UP 5R@(6 9/16") 4T@(1'-2") UP 3R@(5") 2T@(1'-1/2") 507 5 04 501 502 509 515 514 507 U P 11 R @ (6 1 /8 ") 1 0 T @ (1'-2 ") U P RE F R SD CO SD CO 24"x30" CLR. 24"x30" CLR. 01 A301 01 A303 13'-5 1/4"46'-3 1/2"28'-5" 5' - 0 " 4 '-3 " 4'-3 " 15'-10 5/16" 1 5'-7 3 /8 " 1 0 '- 0 " R E A R Y A R D S E T B A C K 1 0' -0 " R E AR YARD S E T BA CK 1 0' - 0 " F R O N T Y A R D S E T B A C K 4 0 '-1 " P.C. +67.53' P.C. +10.94' P.C. +24.25' F.F.E.+59.13' F.F.E.+57.54' F.F.E.+60.42' F.S.+66.11' (E)F.S.+67.53' F.F.E+59.17' E01 C01 C01 C01 C01 C01 H|H H|H H|H H|H D|H H|D E03 C01 E03 H|H G01 E04 D|H H|H GATE 1 B01 D|H H|H H|H G03 G09 G09 G09 G09 B01 C01 LINE OF EXISTING DECK LINE OF EXISTING DECK LINE OF EXISTING DECK STORAGE U P O C E A N B L V D SHELL STREET W A Y L A N E G O L D E N R O D A V E . 15R@(6 27/64") 14T@(1-3") NOTE: AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY DINING ROOM 502 BATH 511 FOYER 501 LIVING ROOM 503 OFFICE 512 HALL 510 PANTRY 505 HALL 506 POWDER ROOM 508 509 506 504 UP 2 R @(6") 1T @ (11") UP 3R@(5") 2T@(1'-4 1/4") UP FFE +59.17' 503 5404 508 506 502 508 513 500 500 510 516 5102507 5125105511505 505 DN ELEV. 05 A404 05 A404 01 A300 01 A302 UP 2 R @(6") 1T @ (11") UP 12 R @(7 3/1 6") 11 T @ (11") UP 3R@(5 5/16") 2T@(11") 6'-7 3/4" 9'-11 1/2" 12'-2" 19'-10 3/4" 1'-9" 4'-10 5/8" 6'-11 1/2" 20'-0" 6'-5" ( E ) 4'- 7 / 8 " ( E ) 5'- 1 1 3 / 1 6 " (E ) 3 ' -6 7/ 8 " (E ) 6 '- 5 1/8 " (E) 5 3/8" (E) 3'-6 5/8" 7'-11 5/8" 17'-9 1/2" 18'-5 1/2" 8'-4 3/4" 18'-7 1/4" 5'-3 13/16"8'-11 1/4"12'-3 1/4"14'-6" 1'-0" 13'-4 1/8"6'-9 11/16"5'-0"20'-8 5/16" 1'-10" 7'-1 7/16" (E) 1 5/16" (E) 3'-10 11/16" 3'-6"3'-6" 3'-6" 3'-6" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK F.F.E.+57.83' F.F.E.+57.79' FFE +57.83' F.G.+67.53' F.G.+67.53' E03 J H|H H|H JH H|H H|H H|H H D D D H|HH|D H|D D|H H|D H|D H|D D|H D|H D|J H|J H G01 G01 G01 G01 G01 T.O.P. +70.44' T.O.W. +66.27' T.O.W. +66.60 T.O.P. +70.44' T.O.P. +65.24' T.O.W. +60.50' H|H T.C. +67.47' F.S.+67.01' T.O.R. +70.11' OUTLINE OF THE AREA BELOW H|H T.O.W. +63.50' T.O.W. +61.50' T.O.W. +51.25' T.O.W. +54.00' E06 G09G09 WALL-MOUNTED CONDENSERS PER MEP (TYP.) H|H T.O.W. +60.50' T.O.F. +70.11' T.O.W. +63.50' T.O.R. +70.10' T.O.G.+70.11' T.O.R. +69.61' D D D T.O.W. +66.73' T.O.P. +70.44' T.O.R. +70.23' T.O.R. +70.07' T.O.W. +66.61' WALL DIES INTO SLOPE T.O.R.+57.50' GATE 2 GATE 3 P R O P E R T Y L I N E F.F.E.+57.79' S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE PR OP E R T Y L I N E S E T BA CK L I N E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E (54) (62) PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE DINING TERRACE 515 LIVING ROOM TERRACE 514 OFFICE TERRACE 513 ENTRY 500 KITCHEN 504 KITCHEN BALCONY 01 A400 01 A400 02 A401 02 A401 03 A402 03 A402 04 A403 04 A403 09 A406 09 A406 06 A404 06 A404 07 A405 07 A405 08 A405 08 A405 ROOM NAME NO. CLG HT. FLR BASE WALL CLG. N02'4'8' x" CL P.C. XXX.XX EL. ±0.00' FINISHES (SEE ALSO FINISH LEGEND & INTERIOR ELEVATIONS) CEILING HEIGHT ROOM NUMBER GENERAL: G01 GUARDRAIL. SEE DETAIL. GUARDRAILS TO BE 42" MINIMUM HEIGHT WITH 3 15/16" MAXIMUM OPENING SIZE. GUARDRAIL TO BE OPEN DESIGN AT BALCONIES G02 HANDRAIL. SEE DETAIL. HANDRAILS TO BE 34" - 38" HIGH ABOVE THE STAIR TREAD NOSING WITH 3 15/16" MAXIMUM OPENING SIZE. G03 PROVIDE ONE-HOUR FIRE RESISTIVE CONSTRUCTION ON WALLS/SOFFITS ADJACENT OR WITHIN ENCLOSED USABLE SPACE TO STAIR HALLS AND WALLS UNDER/ SUPPORTING STAIRS G04 GARAGE: A. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS. B. GARAGE FLOOR SURFACE SHALL BE OF NON- COMBUSTABLE PAVING MATERIAL. C. DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MINIMUM STEEL METAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE - PER SECT. R302.5.2 G05 20 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G06 60 MIN FIRE RATED DOOR W/ SMOKE SEAL; SELF- CLOSING AND SELF-LATCHING. G07 BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF .5" (PER SECT. R319.1) G08 LINE OF (E) WALL TO REMAIN. G09 DOWNSPOUTS, GALVANIZED G10 GUTTERS, COPPER BATHROOMS: - SEE ALSO INTERIOR ELEVATIONS & PLUMBING SCHEDULE. - COORDINATE PLUMBING & ELECTRICAL REQUIREMENTS WITH MANUF. SPECS. - COORDINATE NICHES & RECESSED ITEMS W/ FRAMING; PROVIDE BACKING FOR BATHROOM ACCESSORIES AND FIXTURES AS REQ'D. B01 TYPICAL BATHROOM FIXTURES: SHOWER: SLOPE CURB AND FLOOR MINIMUM 1/8"/FT TOWARDS DRAIN. FAUCET / SHOWER HEAD MAX. FLOW 2.0 GPM. * PROVIDE ACCESS PANEL PER CODE. TOILET: LOW FLOW - MAX. 1.28 G.P. FLUSH. URINAL: LOW FLOW - MAX. 0.5 G.P. FLUSH. LAV: FAUCET MAX. FLOW 1.2 GPM. WALLS: NON-ABSORBENT WALL FINISH TO 6' MIN. A.F.F. AT TUBS & SHOWERS. *WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE SHOWER HEAD, THE COMBINED FLOW RATE OF ALL THE SHOWER HEADS SHALL NOT EXCEED 2.0 GPM OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWER HEAD TO BE IN OPERATION AT A TIME. B02 SOAP AND SHAMPOO NICHE B03 RECESSED MEDICINE CABINET B04 CUSTOM TEMPERED GLASS TUB / SHOWER PARTITION OR ENCLOSURE. NET ENCLOSURE AREA SHALL BE NOT LESS THAN 1024 SQ IN (7.1 SQ FT) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE CPC 408.6 B05 LINEAR SHOWER TRENCH DRAIN W/ STONE/TILE INLAY CABINETRY & MILLWORK: C01 SEE INTERIOR ELEVATIONS FOR LAYOUT, DIMENSIONS, AND MATERIALS OF CABINETS, SHELVING, WARDROBES, BENCHES, DESKS, ETC. BUILT-IN CABINETRY TO BE STAIN-GRADE WOOD UNLESS NOTED OTHERWISE. EQUIPMENT & APPLIANCES: - SEE ALSO INT. ELEVATIONS, PLUMBING & APPLIANCE SCHED. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF. SPECS. E01 TYPICAL KITCHEN APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; 5 H.P. MIN. GARBAGE DISPOSAL RANGE: PROVIDE FUEL GAS AND/OR ELEC. SUPPLY AS REQUIRED BY MANUFACTURER. RANGE HOOD: PROVIDE VENTS CONNECTED TO ROOF MOUNTED EXHAUST FANS. VERIFY RANGE VENTING REQ'MENTS W/ MANUF.'S SPECIFICATIONS. MICRO. MICROWAVE OVEN. VFY MOUNTING HEIGHT PRIOR TO INSTALLATION. REF. REFRIGERATOR FRZ. FREEZER WINE WINE REFRIGERATOR UC REF. UNDER-COUNTER REFRIGERATOR / BEVERAGE ICE ICE MAKER W/ DRAIN, PROVIDE WATER LINE TR. PULL-OUT TRASH / RECYCLING DW DISHWASHER E02 TYPICAL LAUNDRY APPLIANCES: SINK: FAUCET MAX. FLOW 1.8 GPM; W/D STACKABLE WASHER DRYER. PROVIDE ELECTRICAL, RECESSED HOT & COLD WATER, FLOOR DRAIN, AND DRAIN STANDPIPE. VENT DRYER TO OUTSIDE AIR. PROVIDE GAS LINE & ELECTRICAL AS REQ'D.; WEATHER HOOD WITH DAMPER AT FINISH OF EXTERIOR WALL; 4" DIAMETER SMOOTH GALVANIZED METAL EXHAUST. E03 ASTRIA DEVONSHIRE 36" INDOOR GAS LINEAR BURNER FIREPLACE: SEE 05/A770 FOR DETAILS (ANSI Z21.50 / CSA 2.22, PFS REPORT #09-099) (SPARK LINEAR BURNER SYSTEM INDOOR, LBS60, ANSI Z21.60 / CSA 2.26) E04 ELEVATOR; ELEVATOR SHAFT TO BE 2-HOUR RATED E05 FIRE PIT (GAS) - PALOFORM "MISO" (TBC) E06 ISOKERN 48 OUTDOOR FIREPLACE. LA.RR # 25483 E07 STEAM SHOWER - MR. STEAM W/ AIR TEMPO CONTROLS, OR EQ.; GC TO COORDINATE MECHANICAL & UTILITIES: - UTILITIES TO BE SCREENED PER LOCAL CODES. - PROVIDE REQUIRED CLEARANCES IN FRONT OF EQUIPMENT. - COORDINATE PLUMBING, ELECTRICAL, & VENTING REQ'MENTS W/ MANUF SPECS. - SEE SITE & LANDSCAPE PLANS FOR ADDITIONAL UTILITY & DRAINAGE INFO. U01 GAS METER U02 WATER METER & RELATED ASSEMBLIES U03 ELECTRIC METER U04 ELECTRICAL PANEL / SUBPANEL U05 GAS VALVE U06 RADIANT HEATING MANIFOLD U07 FIRE SPRINKLER MANIFOLD & DOMESTIC PRESSURE REGULATOR U08 WATER SHUT-OFF U09 SUMP PUMP U10 SOLAR PANEL INVERTERS U11 A/V RACKS: PROVIDE METHOD OF VENTILATION AND / OR COOLING U12 DRYER VENT AND DUCTING TO EXTERIOR AIR U13 TANKLESS WATER HEATER U14 GAS WATER HEATER INSTALL ON THE COLD WATER SUPPLY PIPE AT THE TOP OF THE WATER HEATER A CAPPED "T" FITTING TO PLUMB FOR FUTURE SOLAR WATER HEATING. U15 WATER STORAGE TANK; STRAP TO WALL AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS WITH THE LOWER A MIN. 4" ABOVE THE CONTROLS. PROVIDE FLOOR DRAIN. U16 NEW DWELLING UNIT TO HAVE A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM PER SECTION 150(O), TO COMPLY WITH SECTION 4.6 OF 2008 RESIDENTIAL COMPLIANCE MANUAL. SYSTEM TO PROVIDE SUPPLY VENTILATION: OUTSIDE AIR TO ENTER THE RESIDENCE THROUGH A DEDICATED SUPPLY FAN OR THROUGH THE CENTRAL HVAC SYSTEM AIR HANDLER. HVAC AIR HANDLER TO BE USED AS SUPPLY VENTILATION SYSTEM WITH THE ADDITION OF A DIRECT DUCT CONNECTION TO THE RETURN AIR DUCT FROM THE OUTSIDE AND CONTROLS THAT ENSURE THE AIR HANDLER RUNS EVEN WHEN NO HEATING / COOLING IS REQUIRED. U17 MECHANICAL VENTILATION PACKAGE UNIT (PROVIDE COMBUSTION AIR SUPPLY PER CMC) U18 BATHROOM FANS MUST BE ENERGY STAR W/ HUMIDISTAT CONTROLLER AND MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING U19 LAUNDRY CHUTE, TYP. PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE WALL TYPE - SEE SHEET A700 FLOOR ELEVATIONS PLANTING AREAP.A. ELEVATION TRANSITION PROPOSED EXISTING TO REMAIN STRUCTURAL CONCRETE LINE OF EXISTING DECK FLOOR PLAN NOTES LEGEND A150 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" FIFTH FLOORPLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 4'-0"S.Y. SETBACK 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK 1 0' -0 " R EA R YA RD S E T BA CK 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' SHELL STREET (BELOW AT LEVEL 1) W A Y L A N E (B E L O W A T L E V E L 1 ) G O L D E N R O D AV E . (B E L O W A T L E V E L 1 ) O C E A N B L V D . 12 12 12 12 12 15 15 15 15 (E) ROOF HEIGHT TO REMAIN, NEW FINISH MATERIAL TO NOT EXCEED (E) ROOF HEIGHT (E) ROOF HEIGHT TO REMAIN, NEW FINISH MATERIAL TO NOT EXCEED (E) ROOF HEIGHT P R O P E R T Y L I N E S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RT Y L IN E SETB AC K L IN E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE N02'4'8' P.C. XXX.XX PROPOSED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN PROPERTY LINE SETBACK LINE PROPERTY CORNER 01 (E) CRAWL SPACE WALLS TO BE REMOVED. 02 (E) FLOOR FINISH TO BE REMOVED AND REPLACED. 03 (E) GUARDRAIL/ HANDRAIL TO BE REMOVED AND REPLACED. 04 PORTION OF (E) DECK TO BE REMOVED. 05 LINE OF (E) DECK TO REMAIN. 06 LINE OF (E) WALL TO REMAIN. 07 (E) STAIRS TO BE REFINISHED. 08 (E) WINDOWS & WALL TO BE REMOVED TO CONVERT BACK TO DECK. 09 (E) LOW WALL TO BE REMOVED. 10 (E) ROOF TO REMAIN, NO CHANGE IN HEIGHT. 11 (E) FINISH AT CHIMNEY & CHIMNEY CAPS TO BE REMOVED & REPLACED. NO CHANGE IN HEIGHT. 12 (E) CHIMNEY TO BE REMOVED. 13. (E) STAIR TO BE REMOVED. 14. (E) DECORATIVE PLASTER TO BE REMOVED. 15. (E) ROOF TO BE REMOVED. 16. (E) COLUMN TO BE RELOCATED. EXISTING PERIMETER TO BE DEMOLISHED EARTH FILL EXISTING PERIMETER TO REMAIN EXISTING MECHANICAL (EXCLUDED FROM LINEAR WALL CALCULATION) DEMOLITION NOTES LEGEND DEMO ROOF PLAN 1/4" = 1'-0"1 AE160 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" ROOF EXISTING /DEMO PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group N02'4'8' SLOPE 1/4"/FT CL P.C. XXX.XX MT-XX RF-XX XX-XX ROOF SLOPE A. ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLAN DRAWINGS. B. ALL ROOFS SHALL SLOPE A MINIMUM OF 2% (1/4" PER FOOT) TOWARD DRAINS. C. IN THE ABSENCE OF SLOPES SHOWN ON STRUCTURAL DRAWINGS OR ARCHITECTURAL DRAWINGS, ROUGH CARPENTER SHALL PROVIDE REQUIRED SHIMMING BELOW ROOF SHEATHING TO ALLOW FOR PROPER SLOPE TO DRAIN. D. NO OBSTACLE SHALL PREVENT WATER FLOW TOWARD DRAINS. ROOFING MATERIAL A. ALL FLAT ROOFS TO BE SINGLE PLY ROOF (SIKA SARANFIL G410 ENERGY SMART ROOF MEMBRANE, LIGHT GREY; ICC # ESR-1157) OR APPROVED EQUAL. B. PITCHED ROOF TO BE CLASS "A" CLAY TILE- REDLAND CLAY TILE SIMULATED ANTIQUE BLEND ESR-4395. ROOFING CONTRACTOR TO INSTALL 1 SQUARE OF MATERIAL ON ROOF FOR APPROVAL OF APPLICATION PRIOR TO PROCEEDING WITH WORK. C. ROOF ASSEMBLY SHALL BE LISTED BY AN APPROVED TESTING AGENCY. GUTTERS AND ROOF DRAINS * REFER ALSO TO PLUMBING ENGINEER'S DRAWINGS A. DRAINS SHALL BE SIZED TO ACCOMMODATE 3" PER HOUR OF RAINFALL OR AS PER APPLICABLE CODE REQUIREMENTS (REFER TO PLUMBING ENGINEER'S DRAWINGS). B. PROVIDE DOME WIRE BASKET AT EACH RAIN WATER LEADER AND ROOF DRAIN. C. CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS (WHERE APPLICABLE) FOR WATER LEAKAGE PRIOR TO CLOSING UP BUILDINGS AND SHALL PROVIDE A 10 YEAR WARRANTY AGAINST LEAKAGE. D. ROOF DRAINAGE TO BE CONNECTED TO EXISTING COUNTY APPROVED DRAINAGE DEVICE. ALL RAIN WATER TO BE DIRECTED TO STREET OR APPROVED OUTLET. ROOF PENETRATIONS * REFER ALSO TO PLUMBING ENGINEER'S DRAWINGS A. VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVE ROOF BY THE MINIMUM DISTANCE REQUIRED BY APPLICABLE CODES AND SHALL BE LOCATED IN AREAS NOT VISIBLE FROM STREET. EXACT LOCATIONS TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. B. ALL VENTS AND ROOF STACKS TO HAVE RAIN PROTECTION CAPS. C. CONTINUOUS WATERPROOFING AT ALL ROOF PENETRATIONS SHALL BE PROVIDED WITH WR GRACE 4000 BITUTHENE WRAPPING AND 20 OZ. COPPER FLASHING AND COUNTERFLASHING (OR PER WATERPROOFING CONSULTANT'S RECOMMENDATION). ALL JOINTS AT SHEET METAL SHALL BE CAULKED. D. COLOR OF ALL EXPOSED VENTS AND ROOF STACKS TO MATCH ADJACENT ROOF MATERIAL, UNLESS SPECIFIED OTHERWISE BY ARCHITECT. E. PROVIDE ADDITIONAL WATERPROOFING LAYERS AT ALL VALLEYS, RADIUS WALLS, CRICKETS, TOPS OF WALLS, AND TRANSITIONAL AREAS; PER WATERPROOFING CONSULTANT'S RECOMMENDATION. SKYLIGHTS A. ALL SKYLIGHTS TO HAVE A 4" MINIMUM CURB B. SKYLIGHT MANUF.: BRISTOLITE, ICC # ESR-3177 * TO BE CONFIRMED METAL ROOFING MT- METAL FASCIA / TRIM / GUTTER RF- ROOFING MATERIAL PER FINISH LEGEND PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE MATERIAL CALLOUT SLOPE TO DRAIN 1/4" PER FOOT MIN. ROOF DRAIN W/ OVERFLOW DRAIN 01 DOWNSPOUTS, GALVANIZED 02 GUTTERS, COPPER 03 NEW CHIMNEY CAP ROOF PLAN NOTES LEGEND ROOF MATERIALS ROOF PLAN KEYNOTES 01 A301 01 A303 4'-0"S.Y. SETBACK 1 0 '- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK 1 0' -0 " R E AR YARD S E T BA CK 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' P.C. +24.25' +66.63' GRADEPLANE+52.00' GRADEPLANE+44.00' GRADEPLANE+24.20' PLANE+11.00' GRADEPLANE+61.00' GRADEPLANE+52.50' CURB+67.75' CURB+67.47' CURB+67.24' CURB+66.65' GRADE PLANE+49.96' CURB+67.33' CURB+67.34' CURB+67.35' CURB+67.21' F.G.+57.54' F.G.+57.83' F.G.+57.83' F.F.E.+59.13' F.F.E.+59.13' 0101 01 01 01 01 0202 02 03 DINING ROOM TERRACE BELOW LIVING ROOM TERRACE BELOW OFFICE TERRACE BELOW SEE SHEETS L300 - L304 FOR ALL GRADING, T.O.W. & T.O.R. ELEVATIONS 05 A404 05 A404 01 A300 01 A302 ( E ) 4'- 7 / 8 " ( E ) 5'- 1 1 3 / 1 6 " (E) 2'-1 1/4" (E)2'-1 3/16"(E) 1'-10 13/16" ( E) 1 0 ' -1 / 16 " (E ) 3 ' -6 7/ 8 " (E ) 6 '- 5 1/8 " (E) +69.15' T.O.ROOF+67.60' T.O.ROOF+67.11' T.O.ROOF+66.45' +66.63' +66.63' +67.17' T.O.ROOF+66.96' T.O.ROOF+65.31' T.O.ROOF+65.22' F.G.+57.94' F.G.+59.34' F.G.+55.11' F.G.+57.79' F.G.+57.83' F.G.+59.17' CURB+67.47' GRADEPLANE+41.00' GRADEPLANE+28.00' GRADEPLANE+19.00' GRADEPLANE+62.00' GRADEPLANE+35.00' GRADEPLANE+42.00' GRADEPLANE+23.50' GRADE PLANE+53.20' GRADE PLANE+57.89' GRADE PLANE+55.92' GRADE PLANE+47.74' GRADE PLANE+53.74' GRADE PLANE+62.79' GRADE PLANE+58.33' CURB+67.06' CURB+67.20' CURB+67.14' CURB+67.49' CURB+67.45' CURB+67.68' CURB+67.61' GRADEPLANE+55.00' T.O.P. +62.23' T.O.R. +61.29' T.O.P. +62.23' T.O.R. +61.29' (E)+67.66' T.O.ROOF+65.22' GRADE PLANE+56.55' GRADE PLANE+46.59' GRADE PLANE+42.39'F.G.+59.13' 01 A400 01 A400 02 A401 02 A401 03 A402 03 A402 04 A403 04 A403 09 A406 09 A406 06 A404 06 A404 07 A405 07 A405 08 A405 08 A405 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) SLOPE 2:12 (N) 2% SLOPE (N) 2% SLOPE (N) 2% SLOPE (N) 2% SLOPE 2 % SLOPE 2 % SLOPE 2 % (E) SLOPE 2:12 (E) SLOPE 2:12 (N) SLOPE 2:12 (E) SLOPE 2:12 (N) SLOPE 2:12 (N) 2% (N) 2% 2 % 01 02 02 02 02 (N) 2% (N) 2% (E) SLOPE 2:12 (E) SLOPE 2:12 (E) SLOPE 2:12 (N) SLOPE 2:12 (E) ROOF HEIGHT TO REMAIN, NEW FINISH MATERIAL TO NOT EXCEED (E) ROOF HEIGHT (E) ROOF HEIGHT TO REMAIN, NEW FINISH MATERIAL TO NOT EXCEED (E) ROOF HEIGHT A160 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" ROOF PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 0 2'4'8' CL ±0.00' P.C. XXX.XX XXX.XX XX-XX CN-XX GL-XX LS-XX PL-XX RF-XX ST-XX TL-XX WD-XXMT-XX FB-XX 01 GUARDRAILS TO BE 42" MINIMUM HEIGHT WITH 3 15/16" MAXIMUM OPENING SIZE. 02 HANDRAILS TO BE 34" - 38" HIGH ABOVE THE STAIR TREAD NOSING WITH 3 15/16" MAXIMUM OPENING SIZE. 03 CONTRACTOR TO VERIFY CONFORMANCE TO REQUIRED BUILDING HEIGHTS AND BUILDING ENVELOPES. PROVIDE CERTIFIED SURVEY OF REQUIRED BUILDING HEIGHT. INFORM ARCHITECT OF ANY DISCREPANCIES. 04 GLAZING WITHIN 18" OF THE ADJACENT FLOOR WALKING SURFACE SHALL BE FULLY TEMPERED. 05 PARAPETS, SATELLITE ANTENNAE, RAILS, SKYLIGHTS, ROOF EQUIPMENT MUST BE WITHIN THE HEIGHT LIMIT. 06 EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF 5' OR LESS SHALL BE 1-HR FIRE-RESISTANCE RATING FOR EXPOSURE TO FIRE FROM BOTH SIDES. 07 BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF .5" (PER SECT. R319.1) 08 PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACE CHIMNEYS. UL APPROVED METALBESTOS #SSII FLUE SYSTEM BY SELKIRK. 09 EXISTING CHIMNEY TO BE REMOVED PROPOSED FINISHED GRADE (E) FINISHED GRADE ELEVATION DIMENSION / DATUM SPOT ELEVATION MATERIAL CALLOUT NEIGHBOR ADJACENT GRADE (AG) WOOD PLASTER STONE LANDSCAPE ELEMENTS GLASS CONCRETE TILE ROOFING METAL EXTERIOR FINISH MATERIALS (ABBREVIATED): * SEE COMPLETE FINISH LEGEND SHEET A070 LS-10 METAL FENCE - CUSTOM DESIGN, PAINTED FINISH LS-11 METAL GATE - CUSTOM DESIGN, PAINTED FINISH LS-21 POOL PLASTER MT-11 METAL FASCIA (ROOF EAVE / BALCONY) - CUSTOM ALUMINUM PROFILE, PAINTED FINISH MT-90 WROUGHT IRON RAILINGS PL-10 EXT. PLASTER W/ INTEGRAL COLOR RF-10 ANTIQUE CLAY TILE ROOFING RF-11 STANDING SEAM METAL ROOFING RF-12 METAL PARAPET CAPS / EAVE ROOFING ST-10 EXT. STONE VENEER ST-11 EXT. DECORATIVE STONE ST-20 EXT. STONE FLOORING - ROUGH TEXTURE FOR SLIP RESISTANCE (FINISH TBD), SEALED ST-21 STONE POOL COPING WD-10 WOOD LINTEL, TYP. WD-30 EXT. WOOD EAVE - STAINED T&G; THICKNESS PER FIRE CODE WD-31 EXT. WOOD RAFTER TAILS, TYP. WD-32 EXT. DECORATIVE WOOD TRIM, TYP. WD-33 EXT. WOOD CEILING WD-34 EXT. WOOD BEAMS WD-90 WOOD SHUTTERS, TYP. FINISH NOTES: * ALL METALWORK TO MATCH APPROVED "BRONZE" COLOR & SHEEN U.N.O. (SAMPLE TBD) PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE FABRIC LINE OF EXISTING STRUCTURE EXTERIOR ELEVATION NOTES EXTERIOR FINISHES LEGEND +12.71'F.F. @ LOWER GARAGE B +12.96'F.F. @ FIRST FLOOR 1'-5" 1'-6" 6'-29/64" 4'-0" 14'-3" 11'-4" 9'-4" 1'-3" 8'-8 3/4" 4'-0"SKEWED 4'-0"SKEWED +69.15'T.O. ROOF 1'-5" 1'-6" 6'-29/64" 4'-0" 14'-3" 11'-4" 9'-4" 1'-3" 8'-8 3/4" 57'-10 13/64" 3'-5 1/2" 3'-5 1/2" 3'-6" 3'-6" 3'-6" 3'-6" (E) +73.13'(E) +73.13' (E) +71.84' 12'-10" 12'-10" 12'-10" 3'-5 1/2" 3'-6" 3'-6" 3'-6" 3'-6" WD-31 PL-10 ST-10 WD-10ST-11 ST-10 PL-10 PL-10 PL-10 ST-10 RF-11 RF-10 PL-10 PL-10 PL-10 PL-10 ST-10 ST-10 ST-10 ST-10 WD-10 WD-10 ST-11ST-11 509 508 402 301 402404403 303 302 301 106 104 103 105 PL-10 PL-10 PL-10 RF-11 PL-10 PL-10 PL-10 MT-90 MT-90 MT-90 MT-90 MT-90 MT-90 MT-90 MT-90 504 512 01 01 0101 01 01 01 01 (E) ROOF HEIGHT, NO CHANGE IN ELEVATION (E) ROOF HEIGHT, NO CHANGE IN ELEVATION 401 400401 300 505 511 MT-90 01 101 100 090909 HEIGHT LIMIT, 24' ABOVE GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION HEIGHT LIMIT, 29' ABOVE GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION PL SB PLSB SEE SHEETS A400 - A406, BUILDING SECTIONS, FOR ACCURATE CURB HEIGHT AND GRADE PLANE COMPLIANCE +11.30'F.F. @ GARAGE A +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @ SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +60.42'F.F. @ KITCHEN SEE 1/L600 FOR CONTINUED SITE ELEVATION LINE OF EXISTING RESIDENCE CURB HEIGHT THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION 30'-0" 35'-0" 40'-0" 45'-0" 50'-0" 25'-0" A300 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" NORTH BUILDINGELEVATION 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group +12.96'F.F. @ FIRST FLOOR 10'-0"SKEWED 10'-0"SKEWED +69.15'T.O. ROOF 57'-10 17/64" 3'-6" 3'-6" 3'-6" 3'-6" WD-90 PL-10 PL-10 PL-10 PL-10 RF-11 MT-90 MT-90 WD-31 RF-10 PL-10 PL-10 PL-10 PL-10 PL-10 MT-90 404 RF-10RF-10 WD-31 WD-32 PL-10 ST-10 ST-10 ST-10 WD-90 WD-90 WD-90 WD-90 WD-31 WD-32 PL-10 01 01 MT-90 01 MT-90 01 403 303 302 513 514 PL-10 HEIGHT LIMIT, 24' ABOVE GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION HEIGHT LIMIT, 29' ABOVE GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION SB PLSB OPEN TO BEYOND SEE SHEETS A400 - A406, BUILDING SECTIONS, FOR ACCURATE CURB HEIGHT AND GRADE PLANE COMPLIANCE +11.29'F.F. @ GARAGE A +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @ SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +60.42'F.F. @ KITCHEN NOTE: SITE WALLS TO BE COORDINATED WITH CIVIL. 1'-8" 7'-3 29/64" 4'-0" 14'-3" 11'-4" 9'-4" 1'-3" 8'-8 13/16" 4'-3" 3'-6" 12'-10" 3'-1" 3'-6" (E) ROOF HEIGHT, NO CHANGE IN ELEVATION PL-10 CURB HEIGHT THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION 30'-0" 35'-0" 40'-0" 45'-0" 50'-0" 55'-0" 60'-0" LINE OF EXISTING RESIDENCE 25'-0" 20'-0" PL 0 2'4'8' CL ±0.00' P.C. XXX.XX XXX.XX XX-XX CN-XX GL-XX LS-XX PL-XX RF-XX ST-XX TL-XX WD-XXMT-XX FB-XX 01 GUARDRAILS TO BE 42" MINIMUM HEIGHT WITH 3 15/16" MAXIMUM OPENING SIZE. 02 HANDRAILS TO BE 34" - 38" HIGH ABOVE THE STAIR TREAD NOSING WITH 3 15/16" MAXIMUM OPENING SIZE. 03 CONTRACTOR TO VERIFY CONFORMANCE TO REQUIRED BUILDING HEIGHTS AND BUILDING ENVELOPES. PROVIDE CERTIFIED SURVEY OF REQUIRED BUILDING HEIGHT. INFORM ARCHITECT OF ANY DISCREPANCIES. 04 GLAZING WITHIN 18" OF THE ADJACENT FLOOR WALKING SURFACE SHALL BE FULLY TEMPERED. 05 PARAPETS, SATELLITE ANTENNAE, RAILS, SKYLIGHTS, ROOF EQUIPMENT MUST BE WITHIN THE HEIGHT LIMIT. 06 EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF 5' OR LESS SHALL BE 1-HR FIRE-RESISTANCE RATING FOR EXPOSURE TO FIRE FROM BOTH SIDES. 07 BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF .5" (PER SECT. R319.1) 08 PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACE CHIMNEYS. UL APPROVED METALBESTOS #SSII FLUE SYSTEM BY SELKIRK. 09 EXISTING CHIMNEY TO BE REMOVED PROPOSED FINISHED GRADE (E) FINISHED GRADE ELEVATION DIMENSION / DATUM SPOT ELEVATION MATERIAL CALLOUT NEIGHBOR ADJACENT GRADE (AG) WOOD PLASTER STONE LANDSCAPE ELEMENTS GLASS CONCRETE TILE ROOFING METAL EXTERIOR FINISH MATERIALS (ABBREVIATED): * SEE COMPLETE FINISH LEGEND SHEET A070 LS-10 METAL FENCE - CUSTOM DESIGN, PAINTED FINISH LS-11 METAL GATE - CUSTOM DESIGN, PAINTED FINISH LS-21 POOL PLASTER MT-11 METAL FASCIA (ROOF EAVE / BALCONY) - CUSTOM ALUMINUM PROFILE, PAINTED FINISH MT-90 WROUGHT IRON RAILINGS PL-10 EXT. PLASTER W/ INTEGRAL COLOR RF-10 ANTIQUE CLAY TILE ROOFING RF-11 STANDING SEAM METAL ROOFING RF-12 METAL PARAPET CAPS / EAVE ROOFING ST-10 EXT. STONE VENEER ST-11 EXT. DECORATIVE STONE ST-20 EXT. STONE FLOORING - ROUGH TEXTURE FOR SLIP RESISTANCE (FINISH TBD), SEALED ST-21 STONE POOL COPING WD-10 WOOD LINTEL, TYP. WD-30 EXT. WOOD EAVE - STAINED T&G; THICKNESS PER FIRE CODE WD-31 EXT. WOOD RAFTER TAILS, TYP. WD-32 EXT. DECORATIVE WOOD TRIM, TYP. WD-33 EXT. WOOD CEILING WD-34 EXT. WOOD BEAMS WD-90 WOOD SHUTTERS, TYP. FINISH NOTES: * ALL METALWORK TO MATCH APPROVED "BRONZE" COLOR & SHEEN U.N.O. (SAMPLE TBD) PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE FABRIC LINE OF EXISTING STRUCTURE EXTERIOR ELEVATION NOTES EXTERIOR FINISHES LEGEND EAST ELEVATION 1/4" = 1'-0"01 A301 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" EAST BUILDINGELEVATIONS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 0 2'4'8' CL ±0.00' P.C. XXX.XX XXX.XX XX-XX CN-XX GL-XX LS-XX PL-XX RF-XX ST-XX TL-XX WD-XXMT-XX FB-XX 01 GUARDRAILS TO BE 42" MINIMUM HEIGHT WITH 3 15/16" MAXIMUM OPENING SIZE. 02 HANDRAILS TO BE 34" - 38" HIGH ABOVE THE STAIR TREAD NOSING WITH 3 15/16" MAXIMUM OPENING SIZE. 03 CONTRACTOR TO VERIFY CONFORMANCE TO REQUIRED BUILDING HEIGHTS AND BUILDING ENVELOPES. PROVIDE CERTIFIED SURVEY OF REQUIRED BUILDING HEIGHT. INFORM ARCHITECT OF ANY DISCREPANCIES. 04 GLAZING WITHIN 18" OF THE ADJACENT FLOOR WALKING SURFACE SHALL BE FULLY TEMPERED. 05 PARAPETS, SATELLITE ANTENNAE, RAILS, SKYLIGHTS, ROOF EQUIPMENT MUST BE WITHIN THE HEIGHT LIMIT. 06 EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF 5' OR LESS SHALL BE 1-HR FIRE-RESISTANCE RATING FOR EXPOSURE TO FIRE FROM BOTH SIDES. 07 BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF .5" (PER SECT. R319.1) 08 PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACE CHIMNEYS. UL APPROVED METALBESTOS #SSII FLUE SYSTEM BY SELKIRK. 09 EXISTING CHIMNEY TO BE REMOVED PROPOSED FINISHED GRADE (E) FINISHED GRADE ELEVATION DIMENSION / DATUM SPOT ELEVATION MATERIAL CALLOUT NEIGHBOR ADJACENT GRADE (AG) WOOD PLASTER STONE LANDSCAPE ELEMENTS GLASS CONCRETE TILE ROOFING METAL EXTERIOR FINISH MATERIALS (ABBREVIATED): * SEE COMPLETE FINISH LEGEND SHEET A070 LS-10 METAL FENCE - CUSTOM DESIGN, PAINTED FINISH LS-11 METAL GATE - CUSTOM DESIGN, PAINTED FINISH LS-21 POOL PLASTER MT-11 METAL FASCIA (ROOF EAVE / BALCONY) - CUSTOM ALUMINUM PROFILE, PAINTED FINISH MT-90 WROUGHT IRON RAILINGS PL-10 EXT. PLASTER W/ INTEGRAL COLOR RF-10 ANTIQUE CLAY TILE ROOFING RF-11 STANDING SEAM METAL ROOFING RF-12 METAL PARAPET CAPS / EAVE ROOFING ST-10 EXT. STONE VENEER ST-11 EXT. DECORATIVE STONE ST-20 EXT. STONE FLOORING - ROUGH TEXTURE FOR SLIP RESISTANCE (FINISH TBD), SEALED ST-21 STONE POOL COPING WD-10 WOOD LINTEL, TYP. WD-30 EXT. WOOD EAVE - STAINED T&G; THICKNESS PER FIRE CODE WD-31 EXT. WOOD RAFTER TAILS, TYP. WD-32 EXT. DECORATIVE WOOD TRIM, TYP. WD-33 EXT. WOOD CEILING WD-34 EXT. WOOD BEAMS WD-90 WOOD SHUTTERS, TYP. FINISH NOTES: * ALL METALWORK TO MATCH APPROVED "BRONZE" COLOR & SHEEN U.N.O. (SAMPLE TBD) PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE FABRIC LINE OF EXISTING STRUCTURE EXTERIOR ELEVATION NOTES EXTERIOR FINISHES LEGEND 3'-6" +57.83'F.F. @ FOYER 4'-0"SKEWED4'-0"SKEWED +69.15'T.O. ROOF 44'-10 3/4" 3'-6" 3'-6" 3'-6" (E)+73.13'(E)+73.13' (N)+67.17' 4'-0"SKEWED 2'-0"SKEWED 5005015025404 WD-32 PL-10 WD-32 PL-10 PL-10PL-10 WD-31 WD-31 WD-32 RF-10RF-10RF-10 PL-10 PL-10 PL-10 MT-90 PL-10 PL-10 WD-31 MT-90 PL-10 ST-11 ST-11 PL-10 PL-10 RF-11 PL-10 PL-10 PL-10 507 500 01 MT-90 01 MT-90 01 PL-10 MT-90 01 516 515 ST-11 RF-1109 09 09 HEIGHT LIMIT, 24' ABOVE GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION HEIGHT LIMIT, 29' ABOVE GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION LINE OF EXISTING RESIDENCE PLSBPLSB SEE SHEETS A400 - A406, BUILDING SECTIONS, FOR ACCURATE CURB HEIGHT AND GRADE PLANE COMPLIANCE ST-20 ST-20 ST-20 +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +48.08'F.F. @ MASTER BATH 14'-3" 9'-7" 1'-9" 8'-0" 1'-4" 9'-11 3/4" +24.25'F.F. @ SECOND FLOOR 3'-6" (E)+71.84' 3'-6" PL-10 CURB HEIGHT THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION 25'-0" 30'-0" 35'-0" 40'-0" 45'-0" 50'-0" (E) ROOF HEIGHT, NO CHANGE IN ELEVATION (E) ROOF HEIGHT, NO CHANGE IN ELEVATION SOUTH ELEVATION 1/4" = 1'-0"01 A302 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" SOUTH BUILDINGELEVATION 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 0 2'4'8' CL ±0.00' P.C. XXX.XX XXX.XX XX-XX CN-XX GL-XX LS-XX PL-XX RF-XX ST-XX TL-XX WD-XXMT-XX FB-XX 01 GUARDRAILS TO BE 42" MINIMUM HEIGHT WITH 3 15/16" MAXIMUM OPENING SIZE. 02 HANDRAILS TO BE 34" - 38" HIGH ABOVE THE STAIR TREAD NOSING WITH 3 15/16" MAXIMUM OPENING SIZE. 03 CONTRACTOR TO VERIFY CONFORMANCE TO REQUIRED BUILDING HEIGHTS AND BUILDING ENVELOPES. PROVIDE CERTIFIED SURVEY OF REQUIRED BUILDING HEIGHT. INFORM ARCHITECT OF ANY DISCREPANCIES. 04 GLAZING WITHIN 18" OF THE ADJACENT FLOOR WALKING SURFACE SHALL BE FULLY TEMPERED. 05 PARAPETS, SATELLITE ANTENNAE, RAILS, SKYLIGHTS, ROOF EQUIPMENT MUST BE WITHIN THE HEIGHT LIMIT. 06 EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF 5' OR LESS SHALL BE 1-HR FIRE-RESISTANCE RATING FOR EXPOSURE TO FIRE FROM BOTH SIDES. 07 BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE WIDTH OF .5" (PER SECT. R319.1) 08 PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACE CHIMNEYS. UL APPROVED METALBESTOS #SSII FLUE SYSTEM BY SELKIRK. 09 EXISTING CHIMNEY TO BE REMOVED PROPOSED FINISHED GRADE (E) FINISHED GRADE ELEVATION DIMENSION / DATUM SPOT ELEVATION MATERIAL CALLOUT NEIGHBOR ADJACENT GRADE (AG) WOOD PLASTER STONE LANDSCAPE ELEMENTS GLASS CONCRETE TILE ROOFING METAL EXTERIOR FINISH MATERIALS (ABBREVIATED): * SEE COMPLETE FINISH LEGEND SHEET A070 LS-10 METAL FENCE - CUSTOM DESIGN, PAINTED FINISH LS-11 METAL GATE - CUSTOM DESIGN, PAINTED FINISH LS-21 POOL PLASTER MT-11 METAL FASCIA (ROOF EAVE / BALCONY) - CUSTOM ALUMINUM PROFILE, PAINTED FINISH MT-90 WROUGHT IRON RAILINGS PL-10 EXT. PLASTER W/ INTEGRAL COLOR RF-10 ANTIQUE CLAY TILE ROOFING RF-11 STANDING SEAM METAL ROOFING RF-12 METAL PARAPET CAPS / EAVE ROOFING ST-10 EXT. STONE VENEER ST-11 EXT. DECORATIVE STONE ST-20 EXT. STONE FLOORING - ROUGH TEXTURE FOR SLIP RESISTANCE (FINISH TBD), SEALED ST-21 STONE POOL COPING WD-10 WOOD LINTEL, TYP. WD-30 EXT. WOOD EAVE - STAINED T&G; THICKNESS PER FIRE CODE WD-31 EXT. WOOD RAFTER TAILS, TYP. WD-32 EXT. DECORATIVE WOOD TRIM, TYP. WD-33 EXT. WOOD CEILING WD-34 EXT. WOOD BEAMS WD-90 WOOD SHUTTERS, TYP. FINISH NOTES: * ALL METALWORK TO MATCH APPROVED "BRONZE" COLOR & SHEEN U.N.O. (SAMPLE TBD) PROPERTY LINE SETBACK LINE PROPERTY CORNER LINE OF OBJECT ABOVE LINE OF OBJECT BELOW CENTERLINE STRUCTURAL GRIDLINE FABRIC LINE OF EXISTING STRUCTURE EXTERIOR ELEVATION NOTES EXTERIOR FINISHES LEGEND +12.71'F.F. @ LOWER GARAGE B +12.96'F.F. @ FIRST FLOOR +48.08'F.F. @ MASTER BATH +57.83'F.F. @ FOYER 10'-0"SKEWED10'-0"SKEWED +69.15'T.O. ROOF 57'-10 13/64" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" (N) +67.17' (E) +71.84' (E) +73.13'(E) +73.13' PL-10 PL-10 PL-10 PL-10 PL-10 RF-11 PL-10 PL-10 PL-10 ST-10 ST-10 ST-10 ST-10 PL-10 PL-10 ST-10 ST-10 ST-10 ST-10 WD-10 ST-10 503 300 106 104105 5404 PL-10 PL-10 MT-10 PL-10 ST-10 PL-10 PL-10 PL-10 ST-11 PL-11 510 RF-10 WD-31WD-32 PL-10 PL-10 PL-10 PL-10 PL-10 PL-10 PL-10 PL-10 PL-10 ST-10 PL-10 PL-10 MT-90 PL-10 WD-10ST-11 PL-10 502 (E) ROOF HEIGHT, NO CHANGE IN ELEVATION MT-9001 01 MT-90 01 MT-90 01 MT-90 01 MT-90 01 MT-90 01 400401 300 401 405 PL-10PL-10 09 09 09 HEIGHT LIMIT, 24' ABOVE GRADE PLANE THROUGH HIGHEST ELEVATION OF NEWCONSTRUCTION HEIGHT LIMIT, 29' ABOVE GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION SBPLSB SEE SHEETS A400 - A406, BUILDING SECTIONS, FOR ACCURATE CURB HEIGHT AND GRADE PLANE COMPLIANCE +11.30'F.F. @ GARAGE A +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @ SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR 1'-5" 3" 7'-3 29/64" 4'-0" 14'-3" 9'-7" 1'-9" 8'-0" 1'-4" 9'-11 3/4" 3'-6" 3'-6" RF-11 PL-10 CURB HEIGHT THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION GRADE PLANE THROUGH HIGHEST ELEVATION OF NEW CONSTRUCTION 30'-0" 35'-0" 40'-0" 45'-0" 50'-0" 55'-0" 60'-0" 25'-0" 20'-0" A303 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" WEST BUILDINGELEVATION 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group +12.71'F.F. @ LOWER GARAGE B +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @ SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +60.42'F.F. @ KITCHEN +12.96'F.F. @ FIRST FLOOR +12.71'F.F. @ LOWER GARAGE B +12.96'F.F. @ FIRST FLOOR +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @ SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +60.42'F.F. @ KITCHEN +59.17'F.F. @ FIFTH FLOOR 3" 7'-3 29/64" 4'-0" 14'-3" 11'-4" 9'-4" 1'-3" 1'-8" 8'-8 1/2" +69.15'T.O. ROOF+69.15'T.O. ROOF 3'-6" 3'-6" 3'-6" 3'-6" 5'-10" 5'-8 29/64" 5'-10" 8'-5" 12'-10" 12'-10" 12'-10" A FLOOR A FLOOR A FLOOR B FLOOR GFLOOR F FLOOR GFLOOR GFLOOR G FLOOR C FLOOR B FLOOR A FLOOR F FLOOR MASTER BATH LIVING ROOM DINING ROOM KITCHEN VEST.CLOSET 01 LINENMASTER BEDROOM MASTER TERRACE GYM TERRACE GYM GAME ROOM MECHANICAL ROOM CLOSET 03 LAUNDRY OUTDOOR ROOMMECHANICAL ROOMCOVERED PATIO GARAGE B VEST.CLOSET 02 LIVING ROOM TERRACE PLSBSB EXTERIOR STAIR OPEN TO EXTERIOROPEN TO EXTERIOROPEN TO EXTERIOR MECHANICAL ROOM 18'-3" 8'-4" 3'-0" 8'-4" 2'-3" 7'-5" 3" 8'-6" 2'-9 29/64" 10'-3 1/2" 3'-11" 9'-1 1/2" 2'-2 1/2" 7'-11" 1'-5" 4'-0"SKEWED 7'-1" 5'-10" (E) ROOF HEIGHT, NO CHANGE IN ELEVATION (E) ROOF HEIGHT, NO CHANGE IN ELEVATION 25'-0" 30'-0" 35'-0" 40'-0" 45'-0" HEIGHT LIMIT, 24' ABOVE GRADE PLANE HEIGHT LIMIT, 29' ABOVE GRADE PLANE GRADE PLANE BUILDING SECTION 1/4" = 1'-0"01 A400 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" BUILDINGSECTIONS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 8'-3 3/4" 7'-3" 2'-1" 8'-8 1/2" 10'-3 1/2" 3'-11" 9'-1 1/2" 2'-2 1/2" 7'-11" 1'-5" +12.71'F.F. @ LOWER GARAGE B +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +60.42'F.F. @ KITCHEN +12.96'F.F. @ FIRST FLOOR +12.71'F.F. @ LOWER GARAGE B +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @ SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +60.42'F.F. @ KITCHEN +12.96'F.F. @ FIRST FLOOR +69.75'T.O. ROOF +69.75'T.O. ROOF 4'-0"SKEWED 9" 3" 7'-3 29/64" 4'-0" 14'-3" 11'-4" 9'-4" 1'-3" 9'-4" +11.96F.F. @ HALL +11.96F.F. @ HALL 9'-6" 2'-9 29/64" 5'-10" 8'-9" 6'-10" 5'-5 29/64" A FLOOR A FLOOR A FLOOR A FLOOR BFLOORC FLOORCFLOOR B FLOOR G FLOOR F FLOOR F FLOOR F FLOOR G FLOOR G FLOOR G FLOOR C FLOOR F FLOOR C FLOOR C FLOOR F FLOOR LIVING ROOMDINING ROOM HALL POWDER BATH 02 HALL MASTER BATH LIVING ROOM TERRACE MASTER TERRACE GYM TERRACE GYMVEST.POWDER POOL STORAGEPOOL BATH VEST. MECH. VEST.MECHANICAL ROOM COVERED PATIO GARAGE B HALL HALL HALLHALL PL SB SB W.C. HALL HALL 6'-10" 10'-5 29/64" 9'-3" 8'-4" 3'-0" 8'-4" 1'-0" 7'-4" BUILDING SECTION 1/4" = 1'-0"02 A401 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" BUILDINGSECTIONS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 8'-0" 10 1/2" 8'-3" 1'-1 1/2" 8'-4" 3'-0" 7'-11 1/2" 8'-1 1/2" 8'-3 1/4" 1'-3/4" 14'-6" 3'-9" +11.30'F.F. @GARAGE A +20.25'F.F. @ OUTDOOR ROOM +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +60.42'F.F. @ KITCHEN +11.30'F.F. @ GARAGE A +20.25'F.F. @ OUTDOOR ROOM +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +60.42'F.F. @ KITCHEN 10'-0"SKEWED 10'-0"SKEWED 1'-8" 7'-3 29/64" 18'-3" 11'-4" 8'-0" 1'-4" 1'-3" 8'-8 3/4" 57'-10 13/64" +58.15'F.F. @ FOYER +57.83'F.F. @ ENTRY +69.15'T.O. ROOF +69.15'T.O. ROOF +59.17'F.F. @ FIFTH FLOOR+59.17'F.F. @ FIFTH FLOOR +58.15'F.F. @ FOYER 9'-0" 9'-3" 3'-6" 3'-6" 3'-6" 3'-6" 4'-2" 3'-6" +12.96'F.F. @ FIRST FLOOR +12.96'F.F. @ FIRST FLOOR +57.83'F.F. @ ENTRY 12'-10" 5'-11" G FLOOR G FLOORA FLOOR F FLOOR A FLOOR G FLOOR G FLOOR G FLOOR G FLOOR C FLOOR C FLOOR G FLOOR DINING ROOM FOYER STAIR HALL HALLGAME ROOM BATH 01 LINEN MASTER BED TERRACE OUTDOOR ROOM VEST. DINING TERRACE STAIR HALL STAIR HALL STAIR HALL PLSBSBPL VESTIBULE STAIR HALL VEST. OPEN TO EXTERIOR (E) ROOF HEIGHT, NO CHANGE IN ELEVATION 13'-7" 4'-8" 8'-4" 3'-0" 8'-4" 1'-0" 8'-8 1/2" 30'-0" 25'-0" 35'-0" 40'-0" 45'-0" 50'-0" HEIGHT LIMIT, 24' ABOVE GRADE PLANE HEIGHT LIMIT, 29' ABOVE GRADE PLANE GRADE PLANE BUILDING SECTION 1/4" = 1'-0"03 A402 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" BUILDINGSECTIONS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group OPEN TO BEYOND +11.30'F.F. @GARAGE A +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +60.42'F.F. @ KITCHEN +11.30'F.F. @ GARAGE A +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @ SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +60.42'F.F. @ KITCHEN 10'-0"SKEWED 10'-0"SKEWED 1'-8" 7'-3 29/64" 4'-0" 14'-3" 11'-4" 9'-4" 1'-3" 8'-8 3/4" 57'-10 13/64" 57'-10 13/64" +69.15'T.O. ROOF+69.15'T.O. ROOF 9'-0" 17'-7" 3'-0" 3'-6" 3'-6" 3'-6" 3'-6" +12.96'F.F. @ FIRST FLOOR+12.96'F.F. @ FIRST FLOOR 5'-10" 2'-2" 7'-5" 12'-10" 10'-6 3/8" 4'-1 3/8" 3'-6" A FLOOR G FLOOR G FLOOR C FLOOR G FLOOR G FLOOR F FLOOR C FLOOR F FLOOR OUTDOOR ROOM BATH 03 BEDROOM 01HALL CLOSET 03 KITCHEN POWDER BEDROOM 01 VEST. PLSBPLSB HALL POOL STORAGE HALL OPEN TO EXTERIOR OPEN TO EXTERIOR POOL CRAWL SPACE 14'-5" 3'-10" 8'-2" 3'-2" 8'-5" 2'-2" 7'-5" (E) ROOF HEIGHT, NO CHANGE IN ELEVATION 30'-0" 35'-0" 40'-0" 45'-0" 50'-0" 55'-0" 60'-0" 25'-0" HEIGHT LIMIT, 24' ABOVE GRADE PLANE HEIGHT LIMIT, 29' ABOVE GRADE PLANE GRADE PLANE GARAGE A BUILDING SECTION 1/4" = 1'-0"04 A403 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" BUILDINGSECTIONS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 7'-0" 1'-11 29/64" 13'-7" 4'-8" 8'-4" 3'-0" 8'-4" 1'-0" 7'-4" +11.30'F.F. @GARAGE A +20.25'F.F. @ OUTDOOR ROOM +24.25'F.F. @SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +60.42'F.F. @ KITCHEN 10'-0"SKEWED 9'-3" +69.15'T.O. ROOF 1'-8" 7'-3 29/64" 4'-0" 14'-3" 11'-4" 9'-4" 1'-3" 8'-8 3/4" 57'-10 13/64" 3'-6" 3'-6" 3'-6" +12.96'F.F. @ FIRST FLOOR 5'-10" 2'-2" 12'-10" 5'-11" G FLOOR G FLOOR F FLOOR G FLOOR F FLOOR G FLOOR C FLOOR B FLOOR G FLOOR OUTDOOR ROOM BEDROOM 03 LAUNDRY BATH 02CLOSET 02BEDROOM 02 KITCHEN PANTRY GARAGE A SBPLSB POOL STORAGE HALL CRAWL SPACE OPEN TO EXTERIOR 7'-1" 16'-3 29/64" 3'-10" 8'-2" 3'-2" 8'-4" 2'-3" 7'-5" (E) ROOF HEIGHT, NO CHANGE IN ELEVATION 30'-0" 25'-0" 20'-0" 15'-0" 35'-0" 40'-0" 45-0" 50'-0" HEIGHT LIMIT, 24' ABOVE GRADE PLANE HEIGHT LIMIT, 29' ABOVE GRADE PLANE GRADE PLANE +24.25'F.F. @SECOND FLOOR +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +11.96'F.F. @ FIRST FLOOR +12.71'F.F. @ LOWER GARAGE B 10'-0"SKEWED 9" 11'-6 29/64" 14'-3" 11'-4" 9'-4" 8'-6 9/16" 55'-9 1/64" +67.71'T.O. ROOF 1'-5" 3'-6" 3'-6" 3'-6" 3'-6" BFLOOR A FLOOR A FLOOR A FLOOR F FLOOR G FLOOR G FLOOR GARAGE B COVERED TERRACE GYM LIVING ROOM MASTER TERRACE GAME ROOM TERRACE PLSB MASTER BATH MASTER BATH TERRACE 8'-9" 2'-9 29/64" 10'-3 1/2" 3'-11" 9'-1 1/2" 10'-1 1/2" 1'-5 1/2" 7'-5 1/2" 3'-11 1/2" 8'-4" 3'-0" 7'-8" 1'-8" (E) ROOF HEIGHT, NO CHANGE IN ELEVATION 30'-0" 25'-0" 35'-0" 40'-0" HEIGHT LIMIT, 24' ABOVE GRADE PLANE HEIGHT LIMIT, 29' ABOVE GRADE PLANE GRADE PLANE BUILDING SECTION 1/4" = 1'-0"06 BUILDING SECTION 1/4" = 1'-0"05 A404 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" BUILDINGSECTIONS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group +20.25'F.F. @ OUTDOOR ROOM +36.12' GRADE PLANE (SEE SHEET A026) +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +20.25'F.F. @ OUTDOOR ROOM +36.12' GRADE PLANE (SEE SHEET A026) +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +48.08'F.F. @ MASTER BATH+48.08'F.F. @ MASTER BATH 10'-0"SKEWED 57'-2 13/64" +69.15'T.O. ROOF+69.15'T.O. ROOF 9" 3" 7'-3 29/64" 4'-0" 14'-3" 9'-7" 1'-9" 9'-4" 1'-3" 8'-8 3/4" +24.25'F.F. @SECOND FLOOR +24.25'F.F. @SECOND FLOOR +60.42'F.F. @ KITCHEN+60.42'F.F. @ KITCHEN 2'-11 1/2" 8'-3 1/4" 1'-3/4" 3'-6" 3'-6" +11.96F.F. @ HALL +11.96F.F. @ HALL +12.71'F.F. @ LOWER GARAGE B+12.71'F.F. @ LOWER GARAGE B 9'-6" 2'-9 29/64" 5'-10" 8'-5" +12.96'F.F. @ FIRST FLOOR+12.96'F.F. @ FIRST FLOOR 5'-10" 5'-8 29/64" A FLOOR A FLOOR G FLOOR G FLOOR G FLOOR E FLOOR GFLOOR FFLOOR B FLOOR C FLOOR A FLOOR G FLOOR DINING ROOM HALL MASTER BEDROOM HALL MASTER CLOSET BATH GAME ROOM HALL MECHANICAL ROOM PL SB DINING ROOM TERRACE MASTER BEDROOM TERRCE GUEST ROOM POOL & SPA MECHANICAL ROOM HALL ELEV. SHAFT 5'-11" 1'-7 29/64" 13'-8" 4'-7" 8'-4" 3'-0" 7'-8" 1'-8" 8'-8 1/2" (E) ROOF HEIGHT, NO CHANGE IN ELEVATION 30'-0" 25'-0" 35'-0" 40'-0" 45'-0" HEIGHT LIMIT, 24' ABOVE GRADE PLANE HEIGHT LIMIT, 29' ABOVE GRADE PLANE GRADE PLANE 50'-0" 55'-0" 8'-7 1/2" 1'-2" 8'-4 1/2" +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +48.08'F.F. @ MASTER BATH +57.83'F.F. @ OFFICE +48.08'F.F. @ MASTER BATH +57.83'F.F. @ OFFICE +69.75'T.O. ROOF+69.75'T.O. ROOF 1'-9" 8'-0" 1'-4" 10'-7" 21'-8" OFFICE SB 45'-0" GRADE PLANE 50'-0" 55'-0" 60'-0" HEIGHT LIMIT, 24' ABOVE GRADE PLANE HEIGHT LIMIT, 29' ABOVE GRADE PLANE BUILDING SECTION 1/4" = 1'-0"07 BUILDING SECTION 1/4" = 1'-0"08 A405 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" BUILDINGSECTIONS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group +20.25'F.F. @ SECOND FLOOR +36.12' GRADE PLANE (SEE SHEET A026) +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +20.25'F.F. @ OUTDOOR ROOM +36.12' GRADE PLANE (SEE SHEET A026) +38.50'F.F. @ THIRD FLOOR +49.83'F.F. @ FOURTH FLOOR +59.17'F.F. @ FIFTH FLOOR +59.17'F.F. @ FIFTH FLOOR +48.08'F.F. @ MASTER BATH/CLOSETS +57.83'F.F. @ FOYER +48.08'F.F. @ MASTER BATH/CLOSETS +57.83'F.F. @ FOYER 4'-0"SKEWED4'-0"SKEWED +69.15'T.O. ROOF+69.15'T.O. ROOF 57'-2 19/64" 3'-6" 3'-6" 3'-6" 8'-3 1/2" 18'-3" 11'-4" 8'-0" 1'-4" 9'-11 13/16" +11.96'F.F. @ FIRST FLOOR+11.96'F.F. @ FIRST FLOOR 3'-6" 3'-6" 3'-6" (E) ROOF HEIGHT, NO CHANGE IN ELEVATION G FLOOR G FLOOR G FLOOR G FLOOR C FLOOR D FLOOR (E) ROOF HEIGHT, NO CHANGE IN ELEVATION G FLOORC FLOOR C FLOOR C FLOOR STAIR HALL MASTER CLOSET HALL PLSBSBPL FOYER 8'-0" 1'-1 1/2" 8'-0" 9'-5 1/2" 3'-0" 8'-0" 8'-1" 30'-0" 40'-0" 45'-0" 50'-0" 55'-0" HEIGHT LIMIT, 24' ABOVE GRADE PLANE HEIGHT LIMIT, 29' ABOVE GRADE PLANE GRADE PLANE BUILDING SECTION 1/4" = 1'-0"09 A406 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1/4" = 1'-0" BUILDINGSECTIONS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND FFE +11.30' FFE +12.71' FFE +11.88' FFE +12.96' FFE +12.96' FFE +11.30' FFE +12.71' 12 UP 2R@(4 1/2") 1T@(1'-1/2") UP 20'-0" 10'-0" 4'-0"S.Y. SETBACK 1 0' - 0" R EA R YA R D S ETB A C K 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK P.C. +10.94' P.C. +66.05' P.C. +32.50' (E) WALL TO BE RE-CLADED IN STONE VENEER ELEV. SHELL STREET W A Y L A N E G O L D E N R O D AV E . O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) T R GRN TR TR RCY GRN RCY POOL ABOVE (E) GARAGE B 101 (E) GARAGE A 102 HALL 107 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 UP 16R@(9") 15T@(10") 1 0 '-0 " 1 0'-0 " 2 0'- 0 "18'-0" 9'-0"9'-0" 3 " 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +24.25' T.O.W. +24.25' T.O.W. +20.71' GATE 6 GATE 5 (50) (45) (40) (55) (60) (65) (35) (30) (25) (30) P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (20) (15) (E) ELECTRICAL 105 (E) TRASH 104 (E) STAIR 103 POOL & SPA MECHANICAL ROOM 106 ELEV. MECH. ROOM 109 ELEV. VEST. 108ABBRV.MATERIAL / SPECIFICATION DETAIL SIZE / PATTERN COLOR FINISH SUPPLIER / MANUFACTURER REMARKS PAVING SCHEDULE PV-01 CRUSHED STONE PAVING L700 3/8" CRUSHED STONE NATURAL PV-02 CUT STONE PEDESTRIAN PAVING L700 PER PLAN PV-03 CUT STEPPING STONES L700 PER PLAN PV-04 CONCRETE PAVING L700 PV-05 STONE STAIRS L710 PV-06 FLOORING TILE L700 WALL & PILASTER SCHEDULE WL-01 SITE RETAINING WALL, PLASTER FINISH L720 PER PLAN WL-02 SITE RETAINING WALL, STONE CLAD L720 PER PLAN WL-03 FREESTANDING WALL, PLASTER FINISH L720 PER PLAN WL-04 STONE CLAD PILASTERS L720 WL-05 6" STEEL RETAINING WALL L700 PER DETAIL FENCES, GATES & RAILINGS SCHEDULE FR-01 ORNEMANTAL METALGATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS -GATE HARDWARE L730 CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-02 WOOD BOARD GATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-03 WIRE MESH BOUNDRY FENCE L730 PER DETAIL FR-04 METAL HANDRAIL L710 FR-05 METAL GUARDRAIL L720 LANDSCAPE FEATURES SCHEDULE LF-01 SWIMMING POOL L740 -POOL COPING L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT -POOL PLASTER L740 -POOL WATERLINE TILE L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT POOL LIGHTS LF-02 SPA L740 -SPA COPING, INFINITY EDGE L740 -SPA COPING, CONCEALED TROUGH L740 -SPA PLASTER L740 -SPA WATERLINE TILE L740 -SPA LIGHTS LF-03 OUTDOOR KITCHEN L750 PER PLAN TBS TBS REFER TO DETAILS FOR MORE INFORMATION REFER TO DETAILS FOR MORE INFORMATION -GRILL, BBQ L750 36-42" BBQ STAINLESS STEEL CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO ORDERING -COUNTER TOP L750 PER PLAN/ DETAILS STONE --- -CABINETS L750 -WOOD - -CABINET HARDWARE L750 TBD -- -REFRIGERATOR, UNDER-COUNTER L750 TBD --- LF-04 OUTDOOR PIZZA OVEN L750 LF-05 FIRE FEATURE L750 LF-06 STONE BENCH L750 POTS & GARDEN SCULPTURES SCHEDULE PG-01 ANTIQUE PLANTERS DIMENSIONS TO BE CONFIRMED PG-02 ASSORTED POTTERY DIMENSIONS TO BE CONFIRMED PG-03 SCULPTURE A - POT A FEU DIMENSIONS TO BE CONFIRMED PG-04 SCUPLTURE B - STONE CARVED STANDING LIONS 9.75" W x 21.75" D x 54.5" H MISCELLANEOUS MS-01 HOUSE NUMBERS L730 4"BRONZE OIL RUBBED CUSTOM MS-02 STREET NUMBERS L730 TBD STEEL CUT OUT CUSTOM MS-03 PEDESTRIAN CALL BOX & KEY PAD L730 PER A.V. CONSULTANT HOLOVISION MS-04 MAIL BOX L730 LANDSCAPE SCHEDULE - MASTER L200 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1:0.62, 3/16" = 1'-0" FIRST FLOORHARDSCAPE PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 12/21/22 12/21/22 03/08/23 CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND 1234567 UP7R@(6 7/8") 6T@(1'-1") OPEN TO ABOVE 1 0 '- 0 " R E A R Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' P.C. +66.05' F.S. +24.25' F.S.+20.25' F.S.+20.25' F.G.+19.00' F.S.+24.25' F.G.+24.13' F.S.+20.00' F.G.+21.96' PIZZA OVEN BUILT-IN SEATING (E)T.O.W.+23.63' (E)T.O.W.+23.63' (E)T.O.W. +23.63' EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN LF-01 EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN PLANTER WALL SEE ARCH. PLANS, AE120 - AE150, FOR EXISTING DEVELOPMENT. P.A. DN UP POOL DECK 18R@(6 3/32") 17T@(1-3") SHELL STREET W A Y L A N E G O L D E N R O D A V E . O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) (UNDER SEPARATE PERMIT) POOL BATH 207 POOL POOL STORAGE 208 MECHANICAL SPACE 204 MECH. VEST. 203 VEST 202 STAIR HALL 200 COVERED TERRACE 202 ELEV. VEST. 201 ELEV VEST 201 F.S.+29.80' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 UP 16R@(9") 15T@(10") 1 2 3 4 5 6 7 8 UP 8R@(7 3/8") 7T@(11") 1 2 3 4 5 6 7 UP 7R@(7 1/4") 6T@(11") ELEV. CRAWL SPACE 1 A761 1 A761 1 A761 3'-6"3'-6" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK 1 0' - 0" R EA R YA R D S ETB A C K 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +24.25'P.C. +32.50' F.S.+19.25' F.S.+34.61' SCULPTURE NOOK CONCRETE WALL W/ STONE VENEER (E)T.O.W. +23.63' T.O.W. +27.78' T.O.W. +34.61' (E)T.O.W.+24.25' (E)T.O.W. +27.88' T.O.P. +28.29' (E)T.O.W. +24.25' HEDGE T.O.W. +29.80' T.O.R. +27.75' T.O.W. +24.25' (E)T.O.W. +23.63' T.O.W. +27.78' T.O.R. +27.75' SEE SHEET A760 FOR GUARDRAIL DETAILS (TYP.) T.O.R. +23.75' (E)T.O.W. +20.25' T.O.P. +28.29' T.O.R. +27.75' (E)T.O.W. +24.25' T.O.P. +28.29' (E)T.O.W. +24.25' T.O.P. +28.29' T.O.R. +27.75'T.O.W. +35.86' T.O.W. +31.86' (N)RETAINING WALL SLOPES WITH THE NEIGHBOR'S GRADE (E) STAIR 2 % M I N . T.O.W. +27.08'T.O.W. +27.08' T.O.R. +/-25.00' T.O.R. +/-27.57' BUILT-IN FIRE PIT BUILT-IN FIRE FEATURE T.O. +26.25' T.O. FIRE PIT +21.58' LF-04 LF-05 WL-01WL-01 PV-05 PV-05 FR-04FR-04 LF-05 WL-02WL-02 FR-04 WL-02 WL-02 PV-05 LF-06 PV-02 PV-02 PV-02 PV-02 PV-02 PV-05 T.O.W. +19.02' (E)T.O.W. +21.13' PG-02 PG-02 PG-02PG-02 T.O.W. +41.50' T.O.W. +29.80' T.O.W. +27.78' T.O.W.+22.92' P.A. REMODEL & ADDITION TO AN EXISTING 5- STORY SFD SPA UPPER SPA TERRACE (35) (30) (30) (25) F.S.+24.25' P.A. P.A. P.A. (25) (40) P.A. (UNDER SEPARATE PERMIT) P.A. P.A. P.A. P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (20) (15) OUTDOOR ROOM 206 ABBRV.MATERIAL / SPECIFICATION DETAIL SIZE / PATTERN COLOR FINISH SUPPLIER / MANUFACTURER REMARKS PAVING SCHEDULE PV-01 CRUSHED STONE PAVING L700 3/8" CRUSHED STONE NATURAL PV-02 CUT STONE PEDESTRIAN PAVING L700 PER PLAN PV-03 CUT STEPPING STONES L700 PER PLAN PV-04 CONCRETE PAVING L700 PV-05 STONE STAIRS L710 PV-06 FLOORING TILE L700 WALL & PILASTER SCHEDULE WL-01 SITE RETAINING WALL, PLASTER FINISH L720 PER PLAN WL-02 SITE RETAINING WALL, STONE CLAD L720 PER PLAN WL-03 FREESTANDING WALL, PLASTER FINISH L720 PER PLAN WL-04 STONE CLAD PILASTERS L720 WL-05 6" STEEL RETAINING WALL L700 PER DETAIL FENCES, GATES & RAILINGS SCHEDULE FR-01 ORNEMANTAL METALGATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS -GATE HARDWARE L730 CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-02 WOOD BOARD GATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-03 WIRE MESH BOUNDRY FENCE L730 PER DETAIL FR-04 METAL HANDRAIL L710 FR-05 METAL GUARDRAIL L720 LANDSCAPE FEATURES SCHEDULE LF-01 SWIMMING POOL L740 -POOL COPING L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT -POOL PLASTER L740 -POOL WATERLINE TILE L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT POOL LIGHTS LF-02 SPA L740 -SPA COPING, INFINITY EDGE L740 -SPA COPING, CONCEALED TROUGH L740 -SPA PLASTER L740 -SPA WATERLINE TILE L740 -SPA LIGHTS LF-03 OUTDOOR KITCHEN L750 PER PLAN TBS TBS REFER TO DETAILS FOR MORE INFORMATION REFER TO DETAILS FOR MORE INFORMATION -GRILL, BBQ L750 36-42" BBQ STAINLESS STEEL CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO ORDERING -COUNTER TOP L750 PER PLAN/ DETAILS STONE --- -CABINETS L750 -WOOD - -CABINET HARDWARE L750 TBD -- -REFRIGERATOR, UNDER-COUNTER L750 TBD --- LF-04 OUTDOOR PIZZA OVEN L750 LF-05 FIRE FEATURE L750 LF-06 STONE BENCH L750 POTS & GARDEN SCULPTURES SCHEDULE PG-01 ANTIQUE PLANTERS DIMENSIONS TO BE CONFIRMED PG-02 ASSORTED POTTERY DIMENSIONS TO BE CONFIRMED PG-03 SCULPTURE A - POT A FEU DIMENSIONS TO BE CONFIRMED PG-04 SCUPLTURE B - STONE CARVED STANDING LIONS 9.75" W x 21.75" D x 54.5" H MISCELLANEOUS MS-01 HOUSE NUMBERS L730 4"BRONZE OIL RUBBED CUSTOM MS-02 STREET NUMBERS L730 TBD STEEL CUT OUT CUSTOM MS-03 PEDESTRIAN CALL BOX & KEY PAD L730 PER A.V. CONSULTANT HOLOVISION MS-04 MAIL BOX L730 LANDSCAPE SCHEDULE - MASTER L201 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1:0.62, 3/16" = 1'-0" SECOND FLOORHARDSCAPE PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 12/21/22 12/21/22 03/08/23 CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 UP 15 R @ (7 3/16") 14T @ (10 3/4") OPEN TO BELOW W DR 3'-6" 1 0'- 0 " R E A R Y A R D S E T B A C K 1 0' - 0" R EA R YA R D S ETB A C K P.C. +10.94' P.C. +66.05' P.C. +24.25' P.C. +32.50' F.G.+38.46' (N)RETAINING WALL SLOPES WITH THE NEIGHBOR'S GRADE S E E A R C H . P L A N S , A E 1 2 0 - A E 1 5 0 , F O R E X I S T I N G D E V E L O P M E N T. S E E L 3 0 1 F O R S E C O N D -F L O O R L A Y O U T P L A N . UP DN P.A. P.A. P.A. 18R@(6 3/32") 17T@(1-3") SHELL STREET W A Y L A N E G O L D E N R O D AV E . O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) MECH. 311 BEDROOM 03 308 CLOSET 03 310 LAUNDRY 309 HALL 301 STAIR HALL 300 WINE CABINET 313 GYM 303 GYM STORAGE 304 (N) BALCONY(N) BALCONY GAME ROOM 306 VEST. 302 BATH 03 307 1 2 3 4 5 6 7 UP 7R@(7 1/4") 6T@(11") ELEV. 1 2 3 4 5 UP 5R@(7 11/16") 4T@(11") 3 A761 4 A761 3 A761 4 A761 3 A761 3'-6" 3'-6"3'-6" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' F.S.+38.46' F.S.+34.61'T.O.W. +41.50' T.O.W. +41.50' T.O.P. +42.90' T.O.P. +42.90' T.O.P. +42.90' T.O.P. +42.90'T.O.W. +34.61' T.O.W. +41.50' HEDGE T.O.R. +41.96' PG-02 PV-01 PV-02 PV-05 PG-02 PV-02 WL-05 FR-05 WL-05WL-05 WL-05 PV-05 PV-05 FR-04 WL-01 WL-01 WL-01 WL-01 FR-05 T.O.W. +46.75' T.O.W. +43.17' T.O.W. +39.96' SEE SHEET L301 FOR SECOND FLOOR LAYOUT PLAN GROTTO BUILT-IN SEATING WL-01 WL-01 SEE L301 FOR SECOND-FLOOR LAYOUT PLAN. GARDEN TERRACE P.A. (50) (45) (40) (55) (60) (65) (35) P.A. P.A. P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE GYM TERRACE 305 POWDER 312 ABBRV.MATERIAL / SPECIFICATION DETAIL SIZE / PATTERN COLOR FINISH SUPPLIER / MANUFACTURER REMARKS PAVING SCHEDULE PV-01 CRUSHED STONE PAVING L700 3/8" CRUSHED STONE NATURAL PV-02 CUT STONE PEDESTRIAN PAVING L700 PER PLAN PV-03 CUT STEPPING STONES L700 PER PLAN PV-04 CONCRETE PAVING L700 PV-05 STONE STAIRS L710 PV-06 FLOORING TILE L700 WALL & PILASTER SCHEDULE WL-01 SITE RETAINING WALL, PLASTER FINISH L720 PER PLAN WL-02 SITE RETAINING WALL, STONE CLAD L720 PER PLAN WL-03 FREESTANDING WALL, PLASTER FINISH L720 PER PLAN WL-04 STONE CLAD PILASTERS L720 WL-05 6" STEEL RETAINING WALL L700 PER DETAIL FENCES, GATES & RAILINGS SCHEDULE FR-01 ORNEMANTAL METALGATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS -GATE HARDWARE L730 CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-02 WOOD BOARD GATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-03 WIRE MESH BOUNDRY FENCE L730 PER DETAIL FR-04 METAL HANDRAIL L710 FR-05 METAL GUARDRAIL L720 LANDSCAPE FEATURES SCHEDULE LF-01 SWIMMING POOL L740 -POOL COPING L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT -POOL PLASTER L740 -POOL WATERLINE TILE L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT POOL LIGHTS LF-02 SPA L740 -SPA COPING, INFINITY EDGE L740 -SPA COPING, CONCEALED TROUGH L740 -SPA PLASTER L740 -SPA WATERLINE TILE L740 -SPA LIGHTS LF-03 OUTDOOR KITCHEN L750 PER PLAN TBS TBS REFER TO DETAILS FOR MORE INFORMATION REFER TO DETAILS FOR MORE INFORMATION -GRILL, BBQ L750 36-42" BBQ STAINLESS STEEL CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO ORDERING -COUNTER TOP L750 PER PLAN/ DETAILS STONE --- -CABINETS L750 -WOOD - -CABINET HARDWARE L750 TBD -- -REFRIGERATOR, UNDER-COUNTER L750 TBD --- LF-04 OUTDOOR PIZZA OVEN L750 LF-05 FIRE FEATURE L750 LF-06 STONE BENCH L750 POTS & GARDEN SCULPTURES SCHEDULE PG-01 ANTIQUE PLANTERS DIMENSIONS TO BE CONFIRMED PG-02 ASSORTED POTTERY DIMENSIONS TO BE CONFIRMED PG-03 SCULPTURE A - POT A FEU DIMENSIONS TO BE CONFIRMED PG-04 SCUPLTURE B - STONE CARVED STANDING LIONS 9.75" W x 21.75" D x 54.5" H MISCELLANEOUS MS-01 HOUSE NUMBERS L730 4"BRONZE OIL RUBBED CUSTOM MS-02 STREET NUMBERS L730 TBD STEEL CUT OUT CUSTOM MS-03 PEDESTRIAN CALL BOX & KEY PAD L730 PER A.V. CONSULTANT HOLOVISION MS-04 MAIL BOX L730 LANDSCAPE SCHEDULE - MASTER L202 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 1:0.62, 3/16" = 1'-0" THIRD FLOORHARDSCAPE PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 12/21/22 12/21/22 03/08/23 CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 UP 15 R @ (7 3/16") 14 T @ (10 3/4") UP OPEN TO BELOW UP (53) (52) P.A. 3'-6" 4'-0"S.Y. SETBACK 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK 1 0' - 0" R EA R YA R D S ETB A C K 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' P.C. +66.05' P.C. +24.25' P.C. +32.50' F.S.+48.04' F.S.+55.25' PV-02 PV-02 PV-02 S E E A R C H . P L A N S , A E 1 2 0 - A E 1 5 0 , F O R E X I S T I N G D E V E L O P M E N T. S E E L 3 0 2 F O R T H I R D F L O O R L A Y O U T P L A N . P.A. UPPER SPA TERRACE BELOW P.A. P.A. 21R@(6 29/64") 20T@(1-3") SHELL STREET W A Y L A N E G O L D E N R O D AV E . O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) CLOSET 02 415 STAIR HALL 400 HALL 410 MASTER BATH TERRACE 421 LINEN 409 BATH 01 413 (E) BEDROOM 02 414 (E) BEDROOM 01 411 MASTER CLOSET 405 MASTER HALL 401 MASTER BEDROOM 407 MASTER BATH 403 CLOSET 01 412 BATH 02 416 CRAWL SPACE (N) BALCONY (N) BALCONY 1 2 UP 2 R @ (6") 1T @(11") UP DN ELEV. 1 2UP2R@(6") 1T @(11") 1 2 3 4 5 6 7 8 9 10 11 12 UP 12 R @ (7 3/16") 11T @ (11") 1/2" 1/2" 1 A762 2 A762 2 A762 1 A762 1 A762 1 A762 (E) 7/8"(E) 3'-11 1/8" 3'-6" 3'-6" F.S.+56.75' T.O.P. +52.48' T.O.P. +52.48' T.O.W. +57.00' OUTLINE OF THE AREA BELOW T.O.R. +51.06' T.O.R. +51.54' FR-05 FR-05 WL-05 WL-05 WL-05 WL-01 PV-05 PV-02 PV-02 WL-01 PV-05 FR-05 FR-05 T.O.W. +51.25' T.O.W. +46.75' PLANTER WALL (TYP.) (N)RETAINING WALL SLOPES WITH THE NEIGHBOR'S GRADE OUTLINE OF THE AREA BELOW SEE SHEET L302 FOR THIRD FLOOR LAYOUT PLAN SEE SHEET L304 FOR FIFTH FLOOR LAYOUT PLAN FIREPLACE, SEE SHEET A770 FOR DETAILS PV-02 T.O.W. +60.50' T.O.W. +56.47' (50) (50) P.A. P.A. P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (55) MASTER TERRACE 417 MASTER BED TERRACE 422 N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND ABBRV.MATERIAL / SPECIFICATION DETAIL SIZE / PATTERN COLOR FINISH SUPPLIER / MANUFACTURER REMARKS PAVING SCHEDULE PV-01 CRUSHED STONE PAVING L700 3/8" CRUSHED STONE NATURAL PV-02 CUT STONE PEDESTRIAN PAVING L700 PER PLAN PV-03 CUT STEPPING STONES L700 PER PLAN PV-04 CONCRETE PAVING L700 PV-05 STONE STAIRS L710 PV-06 FLOORING TILE L700 WALL & PILASTER SCHEDULE WL-01 SITE RETAINING WALL, PLASTER FINISH L720 PER PLAN WL-02 SITE RETAINING WALL, STONE CLAD L720 PER PLAN WL-03 FREESTANDING WALL, PLASTER FINISH L720 PER PLAN WL-04 STONE CLAD PILASTERS L720 WL-05 6" STEEL RETAINING WALL L700 PER DETAIL FENCES, GATES & RAILINGS SCHEDULE FR-01 ORNEMANTAL METALGATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS -GATE HARDWARE L730 CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-02 WOOD BOARD GATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-03 WIRE MESH BOUNDRY FENCE L730 PER DETAIL FR-04 METAL HANDRAIL L710 FR-05 METAL GUARDRAIL L720 LANDSCAPE FEATURES SCHEDULE LF-01 SWIMMING POOL L740 -POOL COPING L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT -POOL PLASTER L740 -POOL WATERLINE TILE L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT POOL LIGHTS LF-02 SPA L740 -SPA COPING, INFINITY EDGE L740 -SPA COPING, CONCEALED TROUGH L740 -SPA PLASTER L740 -SPA WATERLINE TILE L740 -SPA LIGHTS LF-03 OUTDOOR KITCHEN L750 PER PLAN TBS TBS REFER TO DETAILS FOR MORE INFORMATION REFER TO DETAILS FOR MORE INFORMATION -GRILL, BBQ L750 36-42" BBQ STAINLESS STEEL CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO ORDERING -COUNTER TOP L750 PER PLAN/ DETAILS STONE --- -CABINETS L750 -WOOD - -CABINET HARDWARE L750 TBD -- -REFRIGERATOR, UNDER-COUNTER L750 TBD --- LF-04 OUTDOOR PIZZA OVEN L750 LF-05 FIRE FEATURE L750 LF-06 STONE BENCH L750 POTS & GARDEN SCULPTURES SCHEDULE PG-01 ANTIQUE PLANTERS DIMENSIONS TO BE CONFIRMED PG-02 ASSORTED POTTERY DIMENSIONS TO BE CONFIRMED PG-03 SCULPTURE A - POT A FEU DIMENSIONS TO BE CONFIRMED PG-04 SCUPLTURE B - STONE CARVED STANDING LIONS 9.75" W x 21.75" D x 54.5" H MISCELLANEOUS MS-01 HOUSE NUMBERS L730 4"BRONZE OIL RUBBED CUSTOM MS-02 STREET NUMBERS L730 TBD STEEL CUT OUT CUSTOM MS-03 PEDESTRIAN CALL BOX & KEY PAD L730 PER A.V. CONSULTANT HOLOVISION MS-04 MAIL BOX L730 LANDSCAPE SCHEDULE - MASTER L203 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3/16" = 1'-0", 1:0.62 FOURTH FLOORHARDSCAPE PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 12/21/22 12/21/22 03/08/23 CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND P.A. 1 2 3 4 5 UP 5R@(6 9/16") 4T@(1'-2") 1 2 3 UP 3R@(5") 2T@(1'-1/2") 1 2 3 4 5 6 7 8 9 1 0 11 U P 1 1 R @ (6 1 /8 ") 1 0 T @ (1 '-2 ")1 2 3 U P RE F R 1 0'- 0 " R E A R Y A R D S E T B A C K 1 0' - 0" R EA R YA R D S ETB A C K 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' P.C. +66.05' P.C. +24.25' P.C. +32.50' F.S.+66.11'F.S. +57.75' F.S. +57.79' (E)F.S.+67.53' F.S.+60.51' FR-05 PV-05 WL-01 WL-01 WL-01 PV-02 T.O.W. +66.39' CURB GATE 1PV-02 PV-02 PV-02 PV-02 PV-02 PV-02 T.O.W. +66.37' STORAGE U P O C E A N B L V D . SHELL STREET W A Y L A N E G O L D E N R O D AV E . 15R@(6 27/64") 14T@(1-3") DINING ROOM 502 BATH 511 FOYER 501 LIVING ROOM 503 OFFICE 512 HALL 510 PANTRY 505 HALL 506 POWDER ROOM 508 1% 1 2 UP 2R @ (6") 1 T @ (11") 1 2 3 UP 3R@(5") 2T@(1'-4 1/4") UP FFE +59.17' DN ELEV. 1 2UP2R@(6") 1 T @ (11") 1 2 3 4 5 6 7 8 9 10 11 12 UP 12 R @ (7 3/16") 11T @ (11") 1 2 3 UP 3R@(5 5/16") 2T@(11") 1/2" 1/2" 4 A762 5 A762 6 A762 2 A760 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK FFE +57.83' F.S. +56.75' F.G.+67.53' F.G.+67.53' FR-02 WL-01 WL-05 PG-02 PG-02 PV-05 FR-05 FR-05 FR-05 T.O.P. +70.44' T.O.W. +66.27' T.O.P. +70.85' T.O.W. +66.60 T.O.P. +70.44' T.O.P. +65.24' T.O.W. +60.50' T.C. +66.65' F.S.+65.91' T.C. +65.99' F.S.+65.42' OUTLINE OF THE AREA BELOW OUTLINE OF THE AREA BELOW SEE SHEET L303 FOR FOURTH FLOOR LAYOUT PLAN T.C. +67.47' F.S.+67.01' T.O.R. +70.11' T.O.W. +63.50' T.O.W. +61.50' PV-02 PV-02 PG-02 PG-02 PG-02 PG-02 PG-02 FR-05 FR-05 FR-05 WL-05 FR-05 FR-05 PG-02 WL-01 WL-01 WL-05 T.O.W. +51.25' T.O.W. +54.00' PLANTER WALL (N)RETAINING WALL SLOPES WITH THE NEIGHBOR'S GRADE WALL-MOUNTED CONDENSERS PER MEP (TYP.) T.O.W. +60.50' FIREPLACE, SEE SHEET A770 FOR DETAILS PV-02 FR-05 T.O.F. +70.11' T.O.W. +63.50' T.O.R. +70.10' T.O.G.+70.11' T.O.R. +69.61' T.O.R. +/- 69.94' T.O.P. +70.55' T.O.W. +66.04' T.O.P. +70.12' T.O.W. +66.19' T.O.R. +69.69' T.O.W. +66.73' T.O.W. +66.02' T.C. +67.24' F.S.+66.57' T.O.P. +70.44' T.O.R. +70.23' T.O.R. +70.07' T.O.W. +66.61' WALL DIES INTO SLOPE T.O.R.+57.50' FR-04 WL-01 S E E A R C H . P L A N S , A E 1 2 0 - A E 1 5 0 , F O R E X I S T I N G D E V E L O P M E N T. S E E L 3 0 3 F O R T H I R D F L O O R L A Y O U T P L A N . GATE 2 GATE 3 P.A. P.A. P.A. P.A. P.A. P.A. P.A. (54) (62) P.A. (50) (49) (48) (47) (51) (52) (53) (54) (60) (61) (66) P.A. P.A. P.A. P.A. P.A. P.A. P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE P.A. P.A. (65) (60) (55) DINING TERRACE 515 LIVING ROOM TERRACE 514 OFFICE TERRACE 513 ENTRY 500 KITCHEN 504 KITCHEN BALCONY ABBRV.MATERIAL / SPECIFICATION DETAIL SIZE / PATTERN COLOR FINISH SUPPLIER / MANUFACTURER REMARKS PAVING SCHEDULE PV-01 CRUSHED STONE PAVING L700 3/8" CRUSHED STONE NATURAL PV-02 CUT STONE PEDESTRIAN PAVING L700 PER PLAN PV-03 CUT STEPPING STONES L700 PER PLAN PV-04 CONCRETE PAVING L700 PV-05 STONE STAIRS L710 PV-06 FLOORING TILE L700 WALL & PILASTER SCHEDULE WL-01 SITE RETAINING WALL, PLASTER FINISH L720 PER PLAN WL-02 SITE RETAINING WALL, STONE CLAD L720 PER PLAN WL-03 FREESTANDING WALL, PLASTER FINISH L720 PER PLAN WL-04 STONE CLAD PILASTERS L720 WL-05 6" STEEL RETAINING WALL L700 PER DETAIL FENCES, GATES & RAILINGS SCHEDULE FR-01 ORNEMANTAL METALGATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS -GATE HARDWARE L730 CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-02 WOOD BOARD GATE L730 PER DETAIL CONTRACTOR TO PROVIDE SHOP DRAWINGS FR-03 WIRE MESH BOUNDRY FENCE L730 PER DETAIL FR-04 METAL HANDRAIL L710 FR-05 METAL GUARDRAIL L720 LANDSCAPE FEATURES SCHEDULE LF-01 SWIMMING POOL L740 -POOL COPING L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT -POOL PLASTER L740 -POOL WATERLINE TILE L740 CONTRACTOR TO SUBMIT SAMPLES WITH FULL COLOR RANGE FOR APPROVAL BY OWNER & LANDSCAPE ARCHITECT POOL LIGHTS LF-02 SPA L740 -SPA COPING, INFINITY EDGE L740 -SPA COPING, CONCEALED TROUGH L740 -SPA PLASTER L740 -SPA WATERLINE TILE L740 -SPA LIGHTS LF-03 OUTDOOR KITCHEN L750 PER PLAN TBS TBS REFER TO DETAILS FOR MORE INFORMATION REFER TO DETAILS FOR MORE INFORMATION -GRILL, BBQ L750 36-42" BBQ STAINLESS STEEL CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO ORDERING -COUNTER TOP L750 PER PLAN/ DETAILS STONE --- -CABINETS L750 -WOOD - -CABINET HARDWARE L750 TBD -- -REFRIGERATOR, UNDER-COUNTER L750 TBD --- LF-04 OUTDOOR PIZZA OVEN L750 LF-05 FIRE FEATURE L750 LF-06 STONE BENCH L750 POTS & GARDEN SCULPTURES SCHEDULE PG-01 ANTIQUE PLANTERS DIMENSIONS TO BE CONFIRMED PG-02 ASSORTED POTTERY DIMENSIONS TO BE CONFIRMED PG-03 SCULPTURE A - POT A FEU DIMENSIONS TO BE CONFIRMED PG-04 SCUPLTURE B - STONE CARVED STANDING LIONS 9.75" W x 21.75" D x 54.5" H MISCELLANEOUS MS-01 HOUSE NUMBERS L730 4"BRONZE OIL RUBBED CUSTOM MS-02 STREET NUMBERS L730 TBD STEEL CUT OUT CUSTOM MS-03 PEDESTRIAN CALL BOX & KEY PAD L730 PER A.V. CONSULTANT HOLOVISION MS-04 MAIL BOX L730 LANDSCAPE SCHEDULE - MASTER L204 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3/16" = 1'-0", 1:0.62 FIFTH FLOORHARDSCAPE PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 12/21/22 12/21/22 03/08/23 CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group FFE +11.30' FFE +12.71' FFE +11.88' FFE +12.96' FFE +12.96' FFE +11.30' FFE +12.71' 12 UP 2R@(4 1/2") 1T@(1'-1/2") UP 20'-0" 10'-0" 4'-0"S.Y. SETBACK 1 0' - 0" R EA R YA R D S ETB A C K 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK P.C. +10.94' P.C. +66.05' P.C. +32.50' (E) WALL TO BE RE-CLADED IN STONE VENEER ELEV. SHELL STREET W A Y L A N E G O L D E N R O D AV E . O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) POOL ABOVE (E) GARAGE B 101 (E) GARAGE A 102 HALL 107 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 UP 16R@(9") 15T@(10") 1 0 '-0 " 1 0'-0 " 2 0'- 0 "18'-0" 9'-0"9'-0" 3 " 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +24.25' T.O.W. +24.25' T.O.W. +20.71' GATE 6 GATE 5 (50) (45) (40) (55) (60) (65) (35) (30) (25) (30) P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (20) (15) (E) ELECTRICAL 105 (E) TRASH 104 (E) STAIR 103 POOL & SPA MECHANICAL ROOM 106 ELEV. MECH. ROOM 109 ELEV. VEST. 108 1% NOTE: ALL HARDSCAPE, PLANTING AREA, DECK, AND ROOF DRAINS TO BE CONNECTED TO APPROVED SYSTEM SUB SURFACE TURF DRAIN 4" ATRIUM DRAIN AREA DRAIN: 6" SQUARE BRONZE DRAIN TILE SEWER CLEANOUT & BACKWATER VALVE TRENCH DRAIN STORMWATER DISCHARGE SLOPE TO DRAIN SLOT DRAIN DRAINAGE LEGEND N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND L300 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3/16" = 1'-0" FIRST FLOORLAYOUT PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 1234567 UP7R@(6 7/8") 6T@(1'-1") OPEN TO ABOVE 1 0 '- 0 " R E A R Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' P.C. +66.05' F.S. +24.25' F.S.+20.25' F.S.+20.25' F.G.+19.00' F.S.+24.25' F.G.+24.13' F.S.+20.00' F.G.+21.96' PIZZA OVEN BUILT-IN SEATING (E)T.O.W.+23.63' (E)T.O.W.+23.63' (E)T.O.W. +23.63' EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN PLANTER WALL SEE ARCH. PLANS, AE120 - AE150, FOR EXISTING DEVELOPMENT. P.A. DN UP POOL DECK 18R@(6 3/32") 17T@(1-3") SHELL STREET W A Y L A N E G O L D E N R O D A V E . O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) (UNDER SEPARATE PERMIT) POOL BATH 207 POOL POOL STORAGE 208 MECHANICAL SPACE 204 MECH. VEST. 203 VEST 202 STAIR HALL 200 COVERED TERRACE 202 ELEV. VEST. 201 ELEV VEST 201 F.S.+29.80' 1 % 1% 1% 1% 1% 1% 1 % 1 % 1% 1% 1% 2 % 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 UP 16R@(9") 15T@(10") 1 2 3 4 5 6 7 8 UP 8R@(7 3/8") 7T@(11") 1 2 3 4 5 6 7 UP 7R@(7 1/4") 6T@(11") ELEV. CRAWL SPACE CS 3'-6"3'-6" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK 1 0' - 0" R EA R YA R D S ETB A C K 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +24.25'P.C. +32.50' F.S.+19.25' F.S.+34.61' SCULPTURE NOOK CONCRETE WALL W/ STONE VENEER (E)T.O.W. +23.63' T.O.W. +27.78' T.O.W. +34.61' (E)T.O.W.+24.25' (E)T.O.W. +27.88' T.O.P. +28.29' (E)T.O.W. +24.25' HEDGE T.O.W. +29.80' T.O.R. +27.75' T.O.W. +24.25' (E)T.O.W. +23.63' T.O.W. +27.78' T.O.R. +27.75' SEE SHEET A760 FOR GUARDRAIL DETAILS (TYP.) T.O.R. +23.75' (E)T.O.W. +20.25' T.O.P. +28.29' T.O.R. +27.75' (E)T.O.W. +24.25' T.O.P. +28.29' (E)T.O.W. +24.25' T.O.P. +28.29' T.O.R. +27.75'T.O.W. +35.86' T.O.W. +31.86' (N)RETAINING WALL SLOPES WITH THE NEIGHBOR'S GRADE (E) STAIR 2 % M I N . SEE CIVIL ENGINEER DRAWINGS FOR ALL DRAINAGE INFORMATION (TYP.) T.O.W. +27.08'T.O.W. +27.08' SEE CIVIL ENGINEER DRAWINGS FOR GRADING & DRAINAGE INFORMATION (TYP.) 2% SEE CIVIL ENGINEER DRAWINGS FOR ALL DRAINAGE INFORMATION (TYP.) T.O.R. +/-25.00' T.O.R. +/-27.57' BUILT-IN FIRE PIT BUILT-IN FIRE FEATURE T.O. +26.25' T.O. FIRE PIT +21.58' T.O.W. +19.02' (E)T.O.W. +21.13' T.O.W. +41.50' T.O.W. +29.80' T.O.W. +27.78' T.O.W.+22.92' P.A. REMODEL & ADDITION TO AN EXISTING 5- STORY SFD SPA UPPER SPA TERRACE (35) (30) (30) (25) F.S.+24.25' P.A. P.A. P.A. (25) (40) P.A. (UNDER SEPARATE PERMIT) P.A. P.A. P.A. P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (20) (15) OUTDOOR ROOM 206 1% NOTE: ALL HARDSCAPE, PLANTING AREA, DECK, AND ROOF DRAINS TO BE CONNECTED TO APPROVED SYSTEM SUB SURFACE TURF DRAIN 4" ATRIUM DRAIN AREA DRAIN: 6" SQUARE BRONZE DRAIN TILE SEWER CLEANOUT & BACKWATER VALVE TRENCH DRAIN STORMWATER DISCHARGE SLOPE TO DRAIN SLOT DRAIN DRAINAGE LEGEND N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND L301 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3/16" = 1'-0" SECOND FLOORLAYOUT PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 UP 15 R @ (7 3/16") 14T @ (10 3/4") OPEN TO BELOW W DR 3'-6" 1 0'- 0 " R E A R Y A R D S E T B A C K 1 0' - 0" R EA R YA R D S ETB A C K P.C. +10.94' P.C. +66.05' P.C. +24.25' P.C. +32.50' F.G.+38.46' (N)RETAINING WALL SLOPES WITH THE NEIGHBOR'S GRADE S E E A R C H . P L A N S , A E 1 2 0 - A E 1 5 0 , F O R E X I S T I N G D E V E L O P M E N T. S E E L 3 0 1 F O R S E C O N D -F L O O R L A Y O U T P L A N . UP DN P.A. P.A. P.A. 18R@(6 3/32") 17T@(1-3") SHELL STREET W A Y L A N E G O L D E N R O D AV E . O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) MECH. 311 BEDROOM 03 308 CLOSET 03 310 LAUNDRY 309 HALL 301 STAIR HALL 300 WINE CABINET 313 GYM 303 GYM STORAGE 304 (N) BALCONY(N) BALCONY GAME ROOM 306 VEST. 302 BATH 03 307 1% 1% 1 2 3 4 5 6 7 UP 7R@(7 1/4") 6T@(11") ELEV. 1 2 3 4 5 UP 5R@(7 11/16") 4T@(11") CM CM 3'-6" 3'-6"3'-6" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' F.S.+38.46' F.S.+34.61'T.O.W. +41.50' T.O.W. +41.50' T.O.P. +42.90' T.O.P. +42.90' T.O.P. +42.90' T.O.P. +42.90'T.O.W. +34.61' T.O.W. +41.50' HEDGE T.O.R. +41.96' T.O.W. +46.75' T.O.W. +43.17' T.O.W. +39.96' SEE SHEET L301 FOR SECOND FLOOR LAYOUT PLAN 2% GROTTO BUILT-IN SEATING SEE L301 FOR SECOND-FLOOR LAYOUT PLAN. GARDEN TERRACE P.A. (50) (45) (40) (55) (60) (65) (35) P.A. P.A. P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE GYM TERRACE 305 POWDER 312 1% NOTE: ALL HARDSCAPE, PLANTING AREA, DECK, AND ROOF DRAINS TO BE CONNECTED TO APPROVED SYSTEM SUB SURFACE TURF DRAIN 4" ATRIUM DRAIN AREA DRAIN: 6" SQUARE BRONZE DRAIN TILE SEWER CLEANOUT & BACKWATER VALVE TRENCH DRAIN STORMWATER DISCHARGE SLOPE TO DRAIN SLOT DRAIN DRAINAGE LEGEND N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND L302 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3/16" = 1'-0" THIRD FLOORLAYOUT PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 UP 15 R @ (7 3/16") 14 T @ (10 3/4") UP OPEN TO BELOW UP (53) (52) P.A. 3'-6" 4'-0"S.Y. SETBACK 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK 1 0' - 0" R EA R YA R D S ETB A C K 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' P.C. +66.05' P.C. +24.25' P.C. +32.50' F.S.+48.04' F.S.+55.25' 1% 1%1% 1% 1% S E E A R C H . P L A N S , A E 1 2 0 - A E 1 5 0 , F O R E X I S T I N G D E V E L O P M E N T. S E E L 3 0 2 F O R T H I R D F L O O R L A Y O U T P L A N . P.A. UPPER SPA TERRACE BELOW P.A. P.A. 21R@(6 29/64") 20T@(1-3") SHELL STREET W A Y L A N E G O L D E N R O D AV E . O C E A N B L V D . (A B O V E A T F I F T H F L O O R L E V E L ) CLOSET 02 415 STAIR HALL 400 HALL 410 MASTER BATH TERRACE 421 LINEN 409 BATH 01 413 (E) BEDROOM 02 414 (E) BEDROOM 01 411 MASTER CLOSET 405 MASTER HALL 401 MASTER BEDROOM 407 MASTER BATH 403 CLOSET 01 412 BATH 02 416 CRAWL SPACE (N) BALCONY (N) BALCONY 1% 1% 1 2 UP 2 R @ (6") 1T @(11") UP DN ELEV. 1 2UP2R@(6") 1T @(11") 1 2 3 4 5 6 7 8 9 10 11 12 UP 12 R @ (7 3/16") 11T @ (11") AM AM AM 1/2" 1/2" AM AM AM AM AM AM (E) 7/8"(E) 3'-11 1/8" 3'-6" 3'-6" F.S.+56.75' T.O.P. +52.48' T.O.P. +52.48' T.O.W. +57.00' OUTLINE OF THE AREA BELOW T.O.R. +51.06' T.O.R. +51.54' T.O.W. +51.25' T.O.W. +46.75' PLANTER WALL (TYP.) (N)RETAINING WALL SLOPES WITH THE NEIGHBOR'S GRADE SEE CIVIL DRAWINGS FOR ALL DRAINAGE INFORMATION (TYP.) OUTLINE OF THE AREA BELOW SEE SHEET L302 FOR THIRD FLOOR LAYOUT PLAN SEE SHEET L304 FOR FIFTH FLOOR LAYOUT PLAN FIREPLACE, SEE SHEET A770 FOR DETAILS SEE PLANTING PLAN / SCHEDULE (TYP.) T.O.W. +60.50' T.O.W. +56.47' (50) (50) P.A. P.A. P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (55) MASTER TERRACE 417 MASTER BED TERRACE 422 1% NOTE: ALL HARDSCAPE, PLANTING AREA, DECK, AND ROOF DRAINS TO BE CONNECTED TO APPROVED SYSTEM SUB SURFACE TURF DRAIN 4" ATRIUM DRAIN AREA DRAIN: 6" SQUARE BRONZE DRAIN TILE SEWER CLEANOUT & BACKWATER VALVE TRENCH DRAIN STORMWATER DISCHARGE SLOPE TO DRAIN SLOT DRAIN DRAINAGE LEGEND N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND L303 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3/16" = 1'-0" FOURTH FLOORLAYOUT PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group P.A. 1 2 3 4 5 UP 5R@(6 9/16") 4T@(1'-2") 1 2 3 UP 3R@(5") 2T@(1'-1/2") 1 2 3 4 5 6 7 8 9 1 0 11 U P 1 1 R @ (6 1 /8 ") 1 0 T @ (1 '-2 ")1 2 3 U P RE F R 1 0'- 0 " R E A R Y A R D S E T B A C K 1 0' - 0" R EA R YA R D S ETB A C K 1 0' - 0 " F R O N T Y A R D S E T B A C K P.C. +67.53' P.C. +10.94' P.C. +66.05' P.C. +24.25' P.C. +32.50' F.S.+66.11'F.S. +57.75' F.S. +57.79' (E)F.S.+67.53' F.S.+60.51' T.O.W. +66.39' CURB GATE 1 T.O.W. +66.37' STORAGE U P O C E A N B L V D . SHELL STREET W A Y L A N E G O L D E N R O D AV E . 15R@(6 27/64") 14T@(1-3") DINING ROOM 502 BATH 511 FOYER 501 LIVING ROOM 503 OFFICE 512 HALL 510 PANTRY 505 HALL 506 POWDER ROOM 508 1% 1% 1% 5% 2% 5% 5% 1 2 UP 2R @ (6") 1 T @ (11") 1 2 3 UP 3R@(5") 2T@(1'-4 1/4") UP AM FFE +59.17' DN ELEV. 1 2UP2R@(6") 1 T @ (11") 1 2 3 4 5 6 7 8 9 10 11 12 UP 12 R @ (7 3/16") 11T @ (11") 1 2 3 UP 3R@(5 5/16") 2T@(11") AM AM AM AM AM 1/2" 1/2" 4'-0"S.Y. SETBACK 4'-0"S.Y. SETBACK FFE +57.83' F.S. +56.75' F.G.+67.53' F.G.+67.53' T.O.P. +70.44' T.O.W. +66.27' T.O.P. +70.85' T.O.W. +66.60 T.O.P. +70.44' T.O.P. +65.24' T.O.W. +60.50' T.C. +66.65' F.S.+65.91' T.C. +65.99' F.S.+65.42' OUTLINE OF THE AREA BELOW OUTLINE OF THE AREA BELOW SEE SHEET L303 FOR FOURTH FLOOR LAYOUT PLAN T.C. +67.47' F.S.+67.01' SEE SHEET A760 FOR GUARDRAIL DETAILS (TYP.) T.O.R. +70.11' T.O.W. +63.50' T.O.W. +61.50' T.O.W. +51.25' T.O.W. +54.00' PLANTER WALL (N)RETAINING WALL SLOPES WITH THE NEIGHBOR'S GRADE SEE CIVIL ENGINEER DRAWINGS FOR ALL DRAINAGE INFORMATION (TYP.) SEE CIVIL DRAWINGSFOR ALL DRAINAGE INFORMATION (TYP.) SEE CIVIL DRAWINGS FOR GRADING & DRAINAGE INFORMATION (TYP.)WALL-MOUNTED CONDENSERS PER MEP (TYP.) T.O.W. +60.50' FIREPLACE, SEE SHEET A770 FOR DETAILS T.O.F. +70.11' T.O.W. +63.50' T.O.R. +70.10' T.O.G.+70.11' T.O.R. +69.61' T.O.R. +/- 69.94' T.O.P. +70.55' T.O.W. +66.04' T.O.P. +70.12' T.O.W. +66.19' T.O.R. +69.69' T.O.W. +66.73' T.O.W. +66.02' T.C. +67.24' F.S.+66.57' T.O.P. +70.44' T.O.R. +70.23' T.O.R. +70.07' T.O.W. +66.61' WALL DIES INTO SLOPE T.O.R.+57.50' S E E A R C H . P L A N S , A E 1 2 0 - A E 1 5 0 , F O R E X I S T I N G D E V E L O P M E N T. S E E L 3 0 3 F O R T H I R D F L O O R L A Y O U T P L A N . GATE 2 GATE 3 P.A. P.A. P.A. P.A. P.A. P.A. P.A. (54) (62) P.A. (50) (49) (48) (47) (51) (52) (53) (54) (60) (61) (66) P.A. P.A. P.A. P.A. P.A. P.A. P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S E T BACK LI NE SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE P R O PE RTY L IN E PROPERTY LINE P RO P ERT Y L I N E SE T B ACK LI NE PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE P.A. P.A. (65) (60) (55) DINING TERRACE 515 LIVING ROOM TERRACE 514 OFFICE TERRACE 513 ENTRY 500 KITCHEN 504 KITCHEN BALCONY N02'4'8' P.C. XXX.XX SETBACK LINE (PRIMARY) SETBACK LINE (SECONDARY) XXX.XX' N Xo X' X" W PROPERTY LINE COORDINATES PROPERTY LINE PROPERTY CORNER PROPERTY LEGEND 1% NOTE: ALL HARDSCAPE, PLANTING AREA, DECK, AND ROOF DRAINS TO BE CONNECTED TO APPROVED SYSTEM SUB SURFACE TURF DRAIN 4" ATRIUM DRAIN AREA DRAIN: 6" SQUARE BRONZE DRAIN TILE SEWER CLEANOUT & BACKWATER VALVE TRENCH DRAIN STORMWATER DISCHARGE SLOPE TO DRAIN SLOT DRAIN DRAINAGE LEGEND L304 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3/16" = 1'-0" FIFTH FLOORLAYOUT PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 08/26/22 12/21/22 12/21/22 03/08/23 Progress Planning Set CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group This document contains information proprietary to KAA Design Group, Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of KAA Design Group, Inc. All rights reserved. © Copyright 2021 VELOCITY IRRIGATION 03 / 07 / 2023printed: drawn by: scale: sheet: proj. no. project: drawing issue dates / revisions: copyright: Date Submittal 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com KAA Design Group 19103 2741 OCEAN RESIDENCE 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA L400 IRRIGATION SCHEDULES N/A 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert CALL TOLL FREE: CALL B E F ORE Y O U D I G2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 8" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 12" SLEEVE N/A 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES N/A 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 4" PIPE 6" PIPE 2" PIPE 1" PIPE 3/4" PIPE 1/2" PIPE SCH 40 PVC SLEEVING CHART 1 1/4" PIPE 8" PIPE 4" PIPE 6" PIPE 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING MANUFACTURER / MODEL NUMBER SIZE DETAILSYMBOL EQUIPMENT LEGEND FEBCO LF825YA SERIES REDUCED PRESSURE BACKFLOW PREVENTER - INSTALL IN 'OUT OF VIEW' LOCATION - WITH REGULATOR AND STRAINER PER DETAIL - PER ALL LOCAL CODES 3/4"ABP SUPERIOR 3200-100 SERIES NORMALLY CLOSED BRASS MASTER CONTROL VALVE B1" FLOMEC QS-200-10 ULTRASONIC FLOW SENSOR IN SCH 80 PVC TEE C1" MV FS UF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS 14 GA UFNOT SHOWN F C 24 STATION D HUNTER SOLAR SYNC WIRELESS ET SENSOR / RAIN SENSOR FOR 'SMART' OPERATION N/A E NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORT LINE SIZE HUNTER HQ-33D-LRC QUICK COUPLING VALVE WITH LOCKING YELLOW VINYL COVER 3/4" G H HUNTER ICZ-101-LF-40 ELECTRIC CONTROL DRIP VALVE ASSEMBLY WITH 1" ICV VALVE AND 1" PRESSURE REGULATING FILTER (PRESSURE REGULATOR IS 40 PSI AND FILTER IS 150 MESH)1"J PURPLE SCH 40 PVC PIPE SLEEVING - EXTEND 6" PAST EDGE OF HARDSCAPE - 18" MIN. COVER CHART SIZE L CHART SIZE LPURPLE SCH 40 PVC WIRE SLEEVING - EXTEND 6" PAST EDGE OF HARDSCAPE - 18" MIN. COVER LOT WATER METER - VERIFY IN THE FIELD AND ADJUST AS NECESSARY 3/4"N/A 1"KBRASS OR COPPER IRRIGATION LINE BETWEEN WATER METER AND POC EQUIPMENT PURPLE SCH 40 PVC NON-PRESSURE LATERAL LINE - 12" MINIMUM COVER CHART SIZE K HUNTER ICV-101G-FS ELECTRIC CONTROL VALVE WITH FILTER SENTRY / FLOW CONTROL 1"I M HUNTER A2C-1200-SS + (2) A2M-200 + A2C-WIFI AUTOMATIC WEATHER-BASED CONTROLLER WITH ET / RAIN SENSOR LISTED BELOW - WALL MOUNT - DETERMINE FINAL LOCATION IN FIELD ET HUNTER 'ROAM' REMOTE CONTROL SYSTEM - PROVIDE TO OWNER / MAKE AVAILABLE FOR ALL INSPECTIONSNOT SHOWN 1"KSCH 40 PVC IRRIGATION MAINLINE (1 1/2" AND SMALLER) - 18" MINIMUM COVER NETAFIM TLHCVXR-RW7-12xx DRIP LINE TUBING WITH 0.77 GPH EMITTERS AT 12" O.C. - ROWS OF TUBING AT 12"-14" O.C. - BURY TUBING 2"-3" DEEP - STAPLE DOWN BEFORE BACKFILL - CHECK VALVE+COPPER M/N/O FIELD FABRICATED MANUAL FLUSH VALVE / OPERATION INDICATOR 1/2"O RAIN BIRD 1806-SAM-PRS SPRINKLER WITH RAIN BIRD SQ-HLF NOZZLE - 2 PER TREE 0.2 GPM P SPARE WIRE STUB-OUT - LOCATE (2) 14 UF WIRES IN VALVE BOX - SEPARATE COLOR THAN ALL OTHER WIRES QSW POINT OF CONNECTION MAKE IRRIGATION POINT OF CONNECTION AT LOT WATER METER. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL SHUT-OFF VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. INSTALL REDUCED PRESSURE BACKFLOW PREVENTER DOWNSTREAM OF SHUT-OFF VALVE PER ALL LOCAL CODES. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE WATER METER AND THE BACKFLOW PREVENTER ASSEMBLY TO BE COPPER OR BRASS SIZED THE SAME AS THE MAINLINE SIZE DOWNSTREAM OF THE POC EQUIPMENT. INSTALL PRESSURE REGULATOR WITH BACKFLOW PREVENTER IF STATIC PRESSURE IS GREATER THAN 100 PSI. EXTEND 1" MAINLINE FROM BACKFLOW PREVENTER TO SYSTEMS AS SHOWN ON THE PLANS. INSTALL MASTER VALVE DOWNSTREAM OF BACKFLOW PREVENTER AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. MAXIMUM DEMAND IS 6 GPM. MINIMUM DESIGN PRESSURE AT METER IS 80 PSI. CONTRACTOR SHALL VERIFY STATIC PRESSURE AT METER PRIOR TO START OF WORK AND NOTIFY THE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY IF A DISCREPANCY IS FOUND. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. IF STATIC PRESSURE IS LESS THAN 80 PSI, CONTACT LANDSCAPE ARCHITECT AND DO NOT PROCEED UNTIL SOLUTION IS DECIDED. IF THE STATIC PRESSURE IS GREATER THAN 100 PSI, INSTALL A PRESSURE REGULATOR WITH THE BACKFLOW PREVENTER. CONTROLLER INSTALL IRRIGATION CONTROLLER OUTSIDE OF POOL EQUIPMENT ROOM AS SHOWN ON THE PLANS. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COSTS. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES. CONTRACTOR TO PROVIDE TO OWNER A COMPLETE HAND-HELD MAINTENANCE REMOTE CONTROL KIT FOR THE CONTROLLER AS PROVIDED BY THE CONTROLLER MANUFACTURER. WEATHER SENSOR (ET SENSOR / RAIN SHUT-OFF DEVICE) INSTALL THE WEATHER SENSOR IN THE APPROXIMATE LOCATION SHOWN ON THE PLANS. LOCATE AND MOUNT PER MANUFACTURERS' DIRECTIONS. FINAL WEATHER SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND PRE-APPROVED BY THE OWNER AND/OR ARCHITECT PRIOR TO MOUNTING. ENSURE THE SENSOR IS LOCATED WITHIN WIRELESS RANGE OF THE IRRIGATION CONTROLLER. TEST THE SIGNAL STRENGTH OF THE WIRELESS COMMUNICATION PRIOR TO MOUNTING. IT IS SUGGESTED TO NOT USE THE AUTOMATIC ET ADJUSTING FUNCTIONS OF THE CONTROL SYSTEM UNTIL THE PLANT MATERIAL IS FULLY ESTABLISHED.. SLEEVING MAINLINE AND VALVES MAY BE SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN PVC SLEEVES ACCORDING TO THE LEGEND AND SLEEVING CHART, OR AS NOTED ON THE PLANS. DRIP LINE SYSTEMS SHRUB AREAS AS SHOWN SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DRIP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAINING. TREE BUBBLERS TREE BUBBLERS TO BE PROVIDED TO ALL NEW TREES (2 EACH) AND / OR AS NOTED ON THE PLANS. ADJUST FINAL LOCATION OF TREE BUBBLERS TO MATCH FINAL TREE PLANTING IN THE FIELD. RELOCATE, ADD, AND / OR REMOVE BUBBLERS AS NECESSARY. GROUNDING RODS TO AVOID CONTACT WITH HIGH VOLTAGE POWER CABLES, GAS LINES, WATER LINES, OR DATA CABLES, PLEASE CONTACT THE OWNER'S REPRESENTATIVE AND 'DIG ALERT' (OR EQUAL) TO IDENTIFY POSSIBLE HAZARDS BELOW THE SURFACE. CONTACT WITH SUCH HAZARDS COULD RESULT IN SEVERE INJURY OR DEATH. CONTRACTOR SHALL PROVIDE WRITTEN PROOF TO OWNER SUCH PREEMPTIVE ACTION WAS TAKEN PRIOR TO START OF WORK. IRRIGATION NOTES (AS APPLICABLE) : 1.GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME. 1.A.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 1.B.THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND/OR GOVERNING AGENCY. 2.SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES, AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS, DETAILS, AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING: 2.A.INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. 2.B.ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3.CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4.COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY CONFLICT WITH PLANTING PITS, DRAINAGE SWALES, ETC. 5.PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER HEAD LOCATIONS SHALL BE ADJUSTED AND / OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL OVER SPRAY. 6.THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER AND/OR GOVERNING AGENCY. 7.EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 8.THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO HIS WORK. 9.THE IRRIGATION DESIGN IS BASED ON THE METER AND/OR POINT OF CONNECTION SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTION NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 10.CONTRACTOR SHALL MAKE POINT(S) OF CONNECTION (POC) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 11.IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND/OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER LOCAL CODES. 12.CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HOURS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE OF THE TEST FOR CERTIFICATION. 13.CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY FLUSHED PRIOR TO INSTALLING HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING / TUBING DOWNSTREAM OF THE CONTROL VALVE SHALL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING' SYSTEM (FOR GRID SYSTEMS), OR BEFORE INSTALLING FLUSH VALVES. 14.ALL WIRES SHALL BE SOLID COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG #12 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES AND CONTROL WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT. 15.ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO FITTINGS INSTALLED UNDER HARDSCAPED AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL LENGTH OF PIPE, USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE, ENSURING SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. 16.THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 17.THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON INSIDE AND OUTSIDE OF ALL VALVE BOX LIDS. 18.ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING. 19.ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. 20.LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 21.ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18"-24" MINIMUM COVER. ALL LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 22.MAINLINE AND WIRE SLEEVING TO HAVE 24" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. MAINLINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER. DUE TO GRAPHIC CLARITY, NOT ALL SLEEVES MAY BE SHOWN ON THE PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING INSTALLATION. 23.THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 24.FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT THAT POINT, OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS JUST OPEN ENOUGH FOR DESIRED OPERATION. 25.CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER(S) TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER CONTROL WIRES FOR EACH CONTROLLER. 26.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: 26.a.A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART. 26.b.2 KEYS FOR EACH CONTROLLER / CONTROLLER ENCLOSURE (AS APPLICABLE). 26.c.2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. 26.d.4 OF EACH SPRINKLER HEAD SPECIFIED (AS APPLICABLE). 26.e.100' OF EACH DRIP LINE TUBING SPECIFIED (AS APPLICABLE). 26.f.10 OF EACH DRIP EMITTER / FLUSH VALVE / DRIP SYSTEM APPARATUS SPECIFIED (AS APPLICABLE). 27.RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A BLACK-LINE PRINT PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, MAINLINE AND CONTROL WIRE ROUTING, POC, BACKFLOW DEVICE, CONTROL VALVES, CONTROLLER, QUICK COUPLING VALVES, AND OTHER PERTINENT UNDERGROUND ITEMS. 28."CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. 28.A.THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). 28.B.WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO (2) PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 29.DRIP LINE IRRIGATION 29.A.DRIP LINE TUBING IS SHOWN ON THE PLANS IN THE SUGGESTED LAYOUT. CONTRACTOR SHALL ADJUST LAYOUT AS DETERMINED NECESSARY IN THE FIELD TO MATCH THE ACTUAL SITE CONDITIONS, DIMENSIONS, ETC. 29.B.ALL DRIP LINE SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO SOIL TYPE CONSIDERATION, PLANT TYPE CONSIDERATION, SLOPES, TYPICAL TUBING LAYOUT, SUPPLY HEADERS, FLUSH HEADERS, AIR-RELEASE VALVES, FLUSH VALVES, SOIL STAPLES, AND OPERATION INDICATORS, ETC. 29.C.EACH DRIP LINE SYSTEM SHALL HAVE A DRIP ZONE VALVE ASSEMBLY THAT INCLUDES A PRESSURE REGULATOR AND IN-LINE FILTER PER THE IRRIGATION LEGEND. 29.D.EXTEND PVC LATERAL LINE PIPING PER IRRIGATION LEGEND FROM THE DRIP ZONE VALVE INTO THE PLANTING AREAS. ALL SUPPLY HEADERS AND FLUSH HEADERS SHALL BE PVC PIPING OR DRIP LINE TUBING AS SPECIFIED ON THE DRAWINGS. 29.E.CONNECT THE DRIP LINE TUBING INTO THE PVC / POLY TUBING HEADERS PER THE MANUFACTURER'S DIRECTIONS, USING FITTINGS AS SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. 29.F.DRIP LINE TUBING RUNS SHALL BE SPACED AT APPROXIMATELY 12" O.C. OR AS NOTED ON THE PLANS. 29.G.TUBING SHALL RUN GENERALLY PARALLEL TO THE LONG AXIS OF THE PLANTING AREAS. THE EXCEPTION TO THIS WOULD BE SLOPED AREAS WHERE THE TUBING SHALL RUN PARALLEL TO THE SLOPE CONTOURS. 29.H.FLUSH VALVES SHALL BE INSTALLED A THE TERMINAL ENDS AND/OR LOW POINTS OF ZONES IN ALL DIRECTIONS. AIR RELEASE VALVES, WHERE REQUIRED FOR BURIED SYSTEMS, SHALL BE INSTALLED AT THE HIGH POINTS OF EACH ZONE. REFER TO THE MANUFACTURER'S DIRECTIONS FOR THE QUANTITY OF FLUSH VALVES AND AIR-RELEASE VALVES RECOMMENDED FOR EACH ZONE. 29.I.DRIP LINE TUBING SHALL BE SCRATCHED INTO FINISH GRADE 2"-3" DEEP, STAPLED DOWN, BACKFILLED, AND COVERED WITH MULCH PER THE PLANTING PLAN. 29.J.EACH DRIP LINE ZONE SHALL INCLUDE AN OPERATION INDICATOR. THE OPERATION INDICATOR SHALL BE INSTALL AT THE FARTHEST POINT AWAY FROM THE ZONE DRIP VALVE ASSEMBLY. 29.K.ALL FITTINGS USED FOR DRIP LINE TUBING CONNECTIONS AND DRIP LINE TUBING TO PVC CONNECTIONS SHALL BE AS PRODUCED AND SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. UP UP (E) <MeasuredValue> < M e a s u r e d V a l u e > F R O N T Y A R D S E T B A C K F.S.+23.60' F.S.+57.79F.S.+24.25' F.G.+38.46' F.S.+57.79 F.S.+57.79 F.S.+57.79 F.S.+57.79 +20.25' F.S.+66.11' F.S.+60.51' F.S.+57.79' F.S.+56.75' DN U P UP UP UP UP UP U P UP UP (E ) < M e a s u r e d V a l u e > ( E ) < M e a s u r e d V a l u e > Point of connection down-stream of lot water meter. Verify exact location in the field and adjust as necessary.M BP MV FS Install ball valve at POC for irrigation system isolation. Extend 1" copper or brass mainline piping from POC to planter for irrigation POC equipment (backflow preventer, master valve, and flow sensor).Position POC equipment away from front of house in low visibility location. Final location to be determined in the field and be pre-approved by the owner's representative. 1 1 1" HZ 1 2 1 1" HZ 1 3 1 1" HZ 1 4 1 1" Trees Locate valves in adjacent planted areas. Final valve locations to be determined in the field and be pre-approved by the owner's representative. Typical 3/4" irrigation piping (lateral line) between on-structure planters or where sleeving is not possible. Pipe to be installed by a licensed plumbing contractor. Irrigation contractor shall coordinate as necessary. Typical 3/4" irrigation piping (lateral line) between on-structure planters or where sleeving is not possible. Pipe to be installed by a licensed plumbing contractor. Irrigation contractor shall coordinate as necessary. Typical manual flush valve / operation indicator assembly. Locate at all end points / low points. Plumb all drip line systems so water flows towards a flush valve assembly. Extend mainline and valve wires to Level 3. See Sheet L402. Sleeve any mainline and control wiring where it may run under hardscape (typical). C Special Note to Irrigation Contractor: This is a complicated site with about 60' of elevation change between the low and high points. Pipe and wire routing locations throughout the site will have to be determined in the field for the best solutions. It may be necessary to alter the layout from what is shown on these plans to best fit the site conditions. Any modifications shall follow the design intent of this plan set. Major modifications shall be discussed with and be pre-approved by the landscape architect. The irrigation contractor shall make a detailed site inspection prior to start of work. Unknown conditions are likely to be discovered once excavation begins. Adjustments shall be made in the field to accommodate the unique site. Locate controller and ET Sensor outside of pool storage room. Final location to be determined in the field and be pre-approved by the owner's representative. ET HZ 5 HZ 5 1" 1" 1" This document contains information proprietary to KAA Design Group, Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of KAA Design Group, Inc. All rights reserved. © Copyright 2021 VELOCITY IRRIGATION 03 / 07 / 2023printed: drawn by: scale: sheet: proj. no. project: drawing issue dates / revisions: copyright: Date Submittal 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com KAA Design Group 19103 2741 OCEAN RESIDENCE 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA L401 SECOND FLOOR IRRIGATION PLAN 1/8" = 1'-0"1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert CALL TOLL FREE: CALL B E F ORE Y O U D I G2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 8" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 12" SLEEVE N/A 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES N/A 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 4" PIPE 6" PIPE 2" PIPE 1" PIPE 3/4" PIPE 1/2" PIPE SCH 40 PVC SLEEVING CHART 1 1/4" PIPE 8" PIPE 4" PIPE 6" PIPE 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING VALVE SIZEFLOW (GPM) STATION # HYDROZONE # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 5 R @ ( 7 3 / 1 6 " ) 14 T @ ( 1 0 3 / 4 " ) MECH. 311 BEDROOM 03 308 CLOSET 03 310 LAUNDRY 309 HALL 301 STAIR HALL 300 WINE CABINET 313 GYM 303 GYM STORAGE 304 BALCONY BALCONY GAME ROOM 306 VEST. 302 POWDER 312 BATH 03 307 W DR OPEN TO BELOW F.G.+38.46' UP DN P.A. 18R@(6 3/32") 17T@(1-3") SH E L L S T R E E T WAY L A N E GOLDEN R O D A V E . 1 2 3 4 5 6 7 UP 7R @ ( 7 1 / 4 " ) 6T @ ( 1 1 " ) ELEV. GYM TERRACE 305 1 2 3 4 5 4T@(11" ) F.S.+38.46' GROTTO BUILT-IN SEATINGGARDEN TERRACE PROPE R T Y L I N E PROPERTY LINE PROPERT Y L I N E PR O P E R T Y L I N E PROP E R T Y L I N E PR O P E R T Y L I N E Extend mainline and valve wires to Level 2. See Sheet L401. C Locate controller and ET Sensor outside of pool storage room. Final location to be determined in the field and be pre-approved by the owner's representative. ET 5 1 1" HZ 2 6 1 1" HZ 2 Typical 3/4" irrigation piping (lateral line) between on-structure planters or where sleeving is not possible. Pipe to be installed by a licensed plumbing contractor. Irrigation contractor shall coordinate as necessary. Typical 3/4" irrigation piping (lateral line) between on-structure planters or where sleeving is not possible. Pipe to be installed by a licensed plumbing contractor. Irrigation contractor shall coordinate as necessary. Typical manual flush valve / operation indicator assembly. Locate at all end points / low points. Plumb all drip line systems so water flows towards a flush valve assembly. Extend mainline and valve wires to Level 4. See Sheet L403. Sleeve any mainline and control wiring where it may run under hardscape (typical). Special Note to Irrigation Contractor: This is a complicated site with about 60' of elevation change between the low and high points. Pipe and wire routing locations throughout the site will have to be determined in the field for the best solutions. It may be necessary to alter the layout from what is shown on these plans to best fit the site conditions. Any modifications shall follow the design intent of this plan set. Major modifications shall be discussed with and be pre-approved by the landscape architect. The irrigation contractor shall make a detailed site inspection prior to start of work. Unknown conditions are likely to be discovered once excavation begins. Adjustments shall be made in the field to accommodate the unique site. Any existing irrigation on the hillside that is to remain shall be plumbed to the new mainline and wired to the new controller. Add controller expansion modules as necessary. Identify in the field what needs to remain. Adjust as necessary based on field conditions. Locate valves in adjacent planted areas. Final valve locations to be determined in the field and be pre-approved by the owner's representative. 1" 1" This document contains information proprietary to KAA Design Group, Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of KAA Design Group, Inc. All rights reserved. © Copyright 2021 VELOCITY IRRIGATION 03 / 07 / 2023printed: drawn by: scale: sheet: proj. no. project: drawing issue dates / revisions: copyright: Date Submittal 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com KAA Design Group 19103 2741 OCEAN RESIDENCE 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA L402 THIRD FLOOR IRRIGATION PLAN 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert CALL TOLL FREE: CALL B E F ORE Y O U D I G2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 8" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 12" SLEEVE N/A 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES N/A 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 4" PIPE 6" PIPE 2" PIPE 1" PIPE 3/4" PIPE 1/2" PIPE SCH 40 PVC SLEEVING CHART 1 1/4" PIPE 8" PIPE 4" PIPE 6" PIPE 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING VALVE SIZEFLOW (GPM) STATION # HYDROZONE # 1/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 UP 15 R @ ( 7 3 / 1 6 " ) 1 4 T @ ( 1 0 3 / 4 " ) CLOSET 02 415 STAIR HALL 400 HALL 410 MASTER BATH TERRACE 421 LINEN 409 BATH 01 413 (E) BEDROOM 02 414 (E) BEDROOM 01 411 MASTER CLOSET 405 MASTER HALL 401 MASTER BEDROOM 407 MASTER BATH 403 CLOSET 01 412 BATH 02 416 CRAWL SPACE BALCONY BALCONY UP OPEN TO BELOW UP 4" F.S.+48.04' F.S.+55.25' UPPER SPA TERRACE BELOW 21R@(6 29/64") 20T@(1-3") SH E L L S T R E E T WAY L A N E GOLDENR O D A V E . OCEAN B L V D . (ABOV E A T F I F T H F L O O R L E V E L ) MASTER TERRACE 417 1% 1 2 UP 2R@ ( 6 " ) 1T@ ( 1 1 " ) UP DN ELEV. MASTER BED TERRACE 422 1 2UP2R@ ( 6 " ) 1T@ ( 1 1 " ) 1 2 3 4 5 6 7 8 9 10 11 12 UP 1 2 R @ ( 7 3 / 1 6 " ) 1 1 T @ ( 1 1 " ) 1/ 2 " 3" 4" F.S.+56.75' PROPE R T Y L I N E PROPER T Y L I N E PROPERTY L I N E PROPERTY LINE PROPERTY L I N E PR O P E R T Y L I N E PROP E R T Y L I N E PR O P E R T Y L I N E Extend mainline and valve wires to Level 3. See Sheet L402. Extend mainline and valve wires to Level 5. See Sheet L404. Typical 3/4" irrigation piping (lateral line) between on-structure planters or where sleeving is not possible. Pipe to be installed by a licensed plumbing contractor. Irrigation contractor shall coordinate as necessary. Typical manual flush valve / operation indicator assembly. Locate at all end points / low points. Plumb all drip line systems so water flows towards a flush valve assembly. Special Note to Irrigation Contractor: This is a complicated site with about 60' of elevation change between the low and high points. Pipe and wire routing locations throughout the site will have to be determined in the field for the best solutions. It may be necessary to alter the layout from what is shown on these plans to best fit the site conditions. Any modifications shall follow the design intent of this plan set. Major modifications shall be discussed with and be pre-approved by the landscape architect. The irrigation contractor shall make a detailed site inspection prior to start of work. Unknown conditions are likely to be discovered once excavation begins. Adjustments shall be made in the field to accommodate the unique site. Any existing irrigation on the hillside that is to remain shall be plumbed to the new mainline and wired to the new controller. Add controller expansion modules as necessary. Identify in the field what needs to remain. Adjust as necessary based on field conditions. 8 1 1" HZ 3 9 4 1" Trees 7 1 1" HZ 3 Locate valves in adjacent planted areas. Final valve locations to be determined in the field and be pre-approved by the owner's representative. Install two microspray heads for each new tree (typical). Sleeve any mainline and control wiring where it may run under hardscape (typical). 1" 1" This document contains information proprietary to KAA Design Group, Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of KAA Design Group, Inc. All rights reserved. © Copyright 2021 VELOCITY IRRIGATION 03 / 07 / 2023printed: drawn by: scale: sheet: proj. no. project: drawing issue dates / revisions: copyright: Date Submittal 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com KAA Design Group 19103 2741 OCEAN RESIDENCE 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA L403 FOURTH FLOOR IRRIGATION PLAN 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert CALL TOLL FREE: CALL B E F ORE Y O U D I G2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 8" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 12" SLEEVE N/A 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES N/A 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 4" PIPE 6" PIPE 2" PIPE 1" PIPE 3/4" PIPE 1/2" PIPE SCH 40 PVC SLEEVING CHART 1 1/4" PIPE 8" PIPE 4" PIPE 6" PIPE 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING VALVE SIZEFLOW (GPM) STATION # HYDROZONE # 1/8" = 1'-0" 500 DINING ROOM 502 BATH 511 FOYER 501 LIVING ROOM 503 OFFICE 512 HALL 510 HALL 506 POWDER ROOM 508 1 2 3 4 5 UP 5R @ ( 6 9 / 1 6 " ) 4T @ ( 1 ' - 2 " ) 1 2 3 UP 3R@(5" ) 2T@(1'-1/2" ) PANTRY 505 1 2 3 4 5 6 7 8 9 10 11 UP 11R@(6 1 / 8 " ) 10T@(1 ' - 2 " ) 1 2 UP RE F R STORAGE UP OCEAN B L V D . SH E L L S T R E E T WAY L A N E GOLDEN R O D A V E . 15R@(6 27/64") 14T@(1-3") 1 2 UP 2R@ ( 6 " ) 1T@ ( 1 1 " ) 1 2 3 UP 3R @ ( 5 " ) 2T @ ( 1 ' - 4 1 / 4 " ) UP DN ELEV. DINING TERRACE 515 LIVING ROOM TERRACE 514 OFFICE TERRACE 513 KITCHEN 504 UP2R@ ( 6 " ) 1T@ ( 1 1 " ) 1 2 3 UP 3R@(5 5/16" ) 2T@(11" ) 1 2 3 4 5 6 7 8 9 10 11 12 UP 12 R @ ( 7 3 / 1 6 " ) 11 T @ ( 1 1 " ) PROPER T Y L I N E PR O P E R T Y L I N E PROPER T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E 12 2 1" Trees 11 2 1" HZ 4 13 2 1" TreesLocate valves in adjacent planted areas. Final valve locations to be determined in the field and be pre-approved by the owner's representative. Typical 3/4" irrigation piping (lateral line) between on-structure planters or where sleeving is not possible. Pipe to be installed by a licensed plumbing contractor. Irrigation contractor shall coordinate as necessary. Typical manual flush valve / operation indicator assembly. Locate at all end points / low points. Plumb all drip line systems so water flows towards a flush valve assembly. Special Note to Irrigation Contractor: This is a complicated site with about 60' of elevation change between the low and high points. Pipe and wire routing locations throughout the site will have to be determined in the field for the best solutions. It may be necessary to alter the layout from what is shown on these plans to best fit the site conditions. Any modifications shall follow the design intent of this plan set. Major modifications shall be discussed with and be pre-approved by the landscape architect. The irrigation contractor shall make a detailed site inspection prior to start of work. Unknown conditions are likely to be discovered once excavation begins. Adjustments shall be made in the field to accommodate the unique site. Any existing irrigation on the hillside that is to remain shall be plumbed to the new mainline and wired to the new controller. Add controller expansion modules as necessary. Identify in the field what needs to remain. Adjust as necessary based on field conditions. Install two microspray heads for each new tree (typical). Sleeve any mainline and control wiring where it may run under hardscape (typical). 1" SW Extend mainline and valve wires to Level 4. See Sheet L403. 10 6 1" HZ 4 This document contains information proprietary to KAA Design Group, Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of KAA Design Group, Inc. All rights reserved. © Copyright 2021 VELOCITY IRRIGATION 03 / 07 / 2023printed: drawn by: scale: sheet: proj. no. project: drawing issue dates / revisions: copyright: Date Submittal 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com KAA Design Group 19103 2741 OCEAN RESIDENCE 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA L404 FIFTH FLOOR IRRIGATION PLAN 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert CALL TOLL FREE: CALL B E F ORE Y O U D I G2 1/2" SLEEVE 3" SLEEVE 4" SLEEVE 8" SLEEVE 6" SLEEVE 1 1/4" SLEEVE 1 1/2" SLEEVE 2" SLEEVE 12" SLEEVE N/A 1-8 WIRES 9-16 WIRES 55-100 WIRES 27-38 WIRES 39-54 WIRES N/A 100+ WIRES 17-26 WIRES 1 1/4" PIPE 3" PIPE 1 1/2" PIPE 4" PIPE 6" PIPE 2" PIPE 1" PIPE 3/4" PIPE 1/2" PIPE SCH 40 PVC SLEEVING CHART 1 1/4" PIPE 8" PIPE 4" PIPE 6" PIPE 2 1/2" PIPE 1 1/2" PIPE 2" PIPE 3" PIPE 1" PIPE 3/4" PIPE LATERAL PIPE SIZING VALVE SIZEFLOW (GPM) STATION # HYDROZONE # 1/8" = 1'-0" This document contains information proprietary to KAA Design Group, Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of KAA Design Group, Inc. All rights reserved. © Copyright 2021 VELOCITY IRRIGATION 03 / 07 / 2023printed: drawn by: scale: sheet: proj. no. project: drawing issue dates / revisions: copyright: Date Submittal 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com KAA Design Group 19103 2741 OCEAN RESIDENCE 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA L405 IRRIGATION DETAILS N.T.S. A BACKFLOW PREVENTER ASSEMBLY B MASTER CONTROL VALVE C FLOW SENSOR D E CONTROLLER - WALL MOUNT F G ET SENSOR / RAIN SENSOR H WATERPROOF WIRE CONNECTOR I J BALL VALVEK QUICK COUPLING VALVEL 4" * 2 3 4 6 5 8 7 FLOW 9 10 11 5 6 12 13 1.MASTER VALVE PER IRRIGATION LEGEND 2.FINISH GRADE 3.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND "MV" ON LID IN 2" HIGH BLOCK LETTERS 4.SCH 80 PVC MALE ADAPTER (2 REQUIRED) USE REDUCING ADAPTERS WHERE MAINLINE IS LARGER THAN VALVE 5.SCH 80 PVC 45 DEGREE ELL (4 REQUIRED) 6.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 7.RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.WATERPROOF WIRE CONNECTORS (2 REQUIRED) 10.#14 UF WIRES TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND FLOW SENSOR WIRES) 11.I.D. TAG WITH "MV" PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 12.FILL BASE OF BOX WITH PEA GRAVEL 13.NATIVE SOIL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS 2" 4" 18 " 1 MV SECTION / ELEVATION 1.LOW VOLTAGE WIRES - 3 MAXIMUM 2.WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 3.CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 4.POLY TUBE PRE-FILLED WITH WATERPROOF GEL 5.LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED 6.SCOTCHLOK ELECTRICAL SPRING CONNECTOR - WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR - TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY INSERT SCOTCHLOK CONNECTOR AND WIRES INTO TUBE UNTIL THE CONNECTOR PASSES THE LOCK TABS. NOTES: WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTOR. SECTION / ELEVATION 5 6 4 3 2 1 3 4 5 6 7 8 9 1 2 4" 18 " 2" 4" 1.BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND "BV" ON LID IN 2" HIGH BLOCK LETTERS 3.FINISH GRADE 4.SCH 80 PVC MALE ADAPTER (2 REQUIRED) 5.SCH 80 PVC 45 DEGREE ELL (4 REQUIRED) 6.NATIVE SOIL 7.MAINLINE PIPING PER IRRIGATION LEGEND 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS NOTES: OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. * SECTION / ELEVATION 1.QUICK COUPLING VALVE PER IRRIGATION LEGEND 2.#4x36" REBAR SUPPORT STAKE (2 REQUIRED) 3.STAINLESS STEEL CLAMP (2 REQUIRED) 4.FINISH GRADE 5.10" ROUND PLASTIC VALVE BOX WITH LOCKING LID (NDS #312BCB) HEAT BRAND "QC" ON LID IN 2" HIGH BLOCK LETTERS 6.3/4"x6" SCH 80 PVC NIPPLE 7.3/4" SCH 40 PVC STREET ELL (3 REQUIRED) 8.COMMON BRICK SUPPORTS (3 REQUIRED) 9.3/4"x12" SCH 80 PVC NIPPLE 10.3/4" SCH 40 PVC ELL (SxT) 11.3/4" SCH 40 PVC MAINLINE (12" MINIMUM LENGTH) 12.SCH 80 PVC MAINLINE FITTING (TEE OR ELL) WITH 3/4" SLIP OUTLET 13.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 14.NATIVE SOIL 15.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS 1 2 6 7 8 4 5 9 3 2" * 10 11 12 13 6" 36 " 7 7 SECTION / ELEVATION 18 " 15 14 WALL 1 2 3 4 1.AUTOMATIC CONTROLLER PER LEGEND - MOUNT TO WALL PER MANUFACTURER'S DIRECTIONS 2.ELECTRICAL JUNCTION BOX FOR 115V AC POWER CONNECTION 3.1/2" CONDUIT WITH 115V AC POWER WIRES TO POWER SOURCE 4.SCH 40 PVC CONDUIT FOR CONTROL WIRES 5.SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUM OF TWO PLACES (TYP) 6.FINISH GRADE 7.WALL 5 SIDE VIEWFRONT VIEW 4' - 5 ' 7 18" 6 24" SECTION / ELEVATION ELECTRIC CONTROL VALVE ASSEMBLY 4" * 4 5 6 7 9 8 10 11 12 14 13 2 18 " 15 16 17 1 3 18 SECTION / ELEVATION 2" 4" A2 F L O W 20 19 1.REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2.SCH 40 PVC MALE ADAPTER (2 REQUIRED) VALVE SIZE 3.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND STATION NUMBER ON LID IN 2" HIGH BLOCK LETTERS 4.FINISH GRADE 5.PVC LATERAL LINE PER IRRIGATION LEGEND (VALVE SIZE) 6.SCH 40 PVC 45 DEGREE ELL 7.SCH 40 PVC 45 DEGREE ELL (BUSH UP TO LATERAL LINE PLAN SIZE) 8.RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED 9.COMMON BRICK SUPPORTS (4 REQUIRED) 10.WATER PROOF WIRE CONNECTORS (2 REQUIRED) 11.#14 UF WIRES TO CONTROLLER (COLOR CODED) 12.I.D. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 13.SCH 40 PVC ELL (VALVE SIZE) 14.MAINLINE PIPING PER IRRIGATION LEGEND (VALVE SIZE) 15.SCH 80 PVC TEE (OUTLET TO BE VALVE SIZE) 16.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 17.FILL BASE OF BOX WITH PEA GRAVEL 18.NATIVE SOIL 19.SCH 80 PVC THREADED NIPPLE (3") 20.BALL VALVE PER IRRIGATION LEGEND (SAME SIZE AS RCV) *1/2" IN TURF AREAS, 2" IN SHRUB AREAS SECTION / ELEVATION 6" 4" 4" * 6 7 8 9 13 12 3 2 20 19 8 18 17 16 18 " - 2 4 " 15 A2 1 14 4 5 10 11 1.REMOTE CONTROL VALVE PER LEGEND 2.RECTANGULAR JUMBO PLASTIC VALVE BOX WITH LOCKING LID (NDS #318BCB) HEAT BRAND STATION NUMBER AND "DZ" ON LID IN 2" HIGH BLOCK LETTERS 3.I.D. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 4.SCH 40 PVC BALL VALVE 5.SCH 80 PVC CLOSE NIPPLE 6.FINISH GRADE 7.NATIVE SOIL 8.SCH 40 PVC MALE ADAPTER 9.PVC PIPING TO SYSTEM (CONNECT AND ADAPT AS NECESSARY) 10.RECTANGULAR PLASTIC VALVE BOX USED AS EXTENSION AS REQUIRED 11.PRESSURE REGULATOR PER LEGEND 12.WYE-FILTER PER LEGEND 13.FILL BASE OF BOX WITH PEA GRAVEL 14.COMMON BRICK SUPPORTS (4 REQUIRED) 15.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 16.SCH 80 PVC MAINLINE FITTING WITH 1" OUTLET 17.1" SCH 40 PVC MAINLINE PIPING (LENGTH AS REQUIRED) 18.1" SCH 40 PVC ELL 19.#14 UF WIRES TO CONTROLLER (COLOR CODED) 20.WATERPROOF WIRE CONNECTOR (2 REQUIRED) *1/2" IN TURF AREAS, 2" IN SHRUB AREAS DRIP ZONE CONTROL VALVE ASSEMBLY 4 5 6 7 9 10 1.FLOW SENSOR PER IRRIGATION LEGEND 2.#14 UF WIRES TO CONTROLLER (COLOR CODE DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND MASTER VALVE WIRES) 3.WATERPROOF WIRE CONNECTORS (2 REQUIRED) 4.FINISH GRADE 5.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB)HEAT BRAND "FS" ON LID IN 2" HIGH BLOCK LETTERS 6.MAINLINE PIPING PER IRRIGATION LEGEND (SENSOR SIZE) 7.RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.FILL BASE OF BOX WITH PEA GRAVEL 10.NATIVE SOIL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS 82" 4" 18 " - 2 4 " 2 3 11 * FLOW MIN. 5x PIPE DIA. STRAIGHT PIPE MIN. 10x PIPE DIA. STRAIGHT PIPE SECTION / ELEVATION 1.HUNTER SOLAR SYNC ET SENSOR - MOUNT IN FULL SUN LIGHT AND EXPOSURE TO RAIN, BUT NOT SPRINKLERS 2.MOUNT TO WALL, OR EAVE, ETC. PER THE MANUFACTURER'S DIRECTIONS 3.RUN LEAD WIRES TO CONTROLLER - WIRE PER MANUFACTURER'S DIRECTIONS (NOT NEEDED FOR WIRELESS SOLAR SYNC MODEL) 1 2 3 NOTES: A.INSTALL, MOUNT, AND WIRE THE SENSOR PER THE MANUFACTURER'S DIRECTIONS. B.FINAL SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER. C.FINAL SENSOR LOCATION SHALL BE IN A LOW VISIBILITY AREA WITH MAXIMUM VANDAL RESISTANCE. D.FOR MOST ACCURATE PRECIPITATION MEASUREMENT, LOCATE THE SENSOR SO THAT IT IS EXPOSED TO THE ELEMENTS AS MUCH AS POSSIBLE. E.THE SENSOR HAS AN INTEGRATED BRACKET FOR MOUNTING. USE ANY COMBINATION OF ADAPTERS / FITTINGS AS MAY BE REQUIRED TO MOUNT IN THE SPECIFIC LOCATION FOR THIS SITE. F.ALL WIRING FROM THE STATION TO THE CONTROLLER SHALL BE IN CONDUIT. M N O P Q TRENCHING SLEEVING 1 2 3 4 5 SECTION / ELEVATION 6 6" 1.FINISH GRADE 2.CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90% COMPACTION REQUIRED - SEE SPECS 3.NON-PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 4.PRESSURE MAINLINE PER LEGEND (SNAKE IN TRENCH) 5.CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 6.UNDISTURBED NATIVE SOIL NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT ALL CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'S, 90'S, TEES, ETC.) AND AT ALL TERMINAL POINTS. 18 " - 2 4 " 6" 6" 12 " 6" MIN 6" MIN 1 2 3 4 5 SECTION / ELEVATION 6 1.HARDSCAPING AND AGGREGATE (TYPICAL) 2.CLEAN SAND BACKFILL - COMPACT TO MATCH DENSITY OF NATIVE SOIL 3.LATERAL LINE IN SCH 40 PVC SLEEVE 4.PRESSURE MAINLINE IN SCH 40 PVC SLEEVE 5.CONTROL WIRES IN SCH 40 PVC SLEEVE 6.UNDISTURBED NATIVE SOIL NOTES: SIZE ALL SLEEVES PER THE IRRIGATION PLANS. EXTEND SLEEVES 6" MINIMUM BEYOND EDGE OF HARDSCAPE (AT EACH END) INTO THE PLANTING AREAS. * SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. 6" 6" 6" 12 " * 24 " * DRIP LINE SYSTEM - TYPICAL LAYOUT DRIP LINE SYSTEM - TUBING DRIP LINE SYSTEM - FLUSH VALVE ASSEMBLY ELEVATION SECTION 1 2 3 5 6 4 7 1 2 3 5 6 4 7 1.FINISH GRADE OF MULCH LAYER 2.MULCH TOP DRESSING PER PLANTING PLAN 3.POLY TUBING PER IRRIGATION LEGEND 4.FINISH GRADE 5.STEEL TUBING-SOIL STAPLE (NETAFIM TLS6 OR APPROVED EQUAL) 6.NATIVE SOIL 7.DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS NOTES: LOCATE STAPLES ALONG TUBING AT ABOUT 5' O.C. AND AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING. BURY TUBING PER THE IRRIGATION PLAN / NOTES. FV FV 1.MANUAL FLUSH VALVE / OPERATION INDICATOR PLUMBED TO FLUSH MANIFOLD AT LOW POINT AND ALL END POINTS 2.PVC EXHAUST HEADER PER IRRIGATION LEGEND 3.PVC FLUSH MANIFOLD TO TUBING CONNECTION - TECHLINE MALE ADAPTER 4.PVC LATERAL LINE FROM DRIP ZONE VALVE PER IRRIGATION LEGEND 5.PVC SUPPLY HEADER PER IRRIGATION LEGEND 6.PVC SUPPLY HEADER TO TUBING CONNECTION - TYPICAL 7.TECHLINE DRIP LINE TUBING PER IRRIGATION LEGEND 8.PERIMETER LATERALS APPROXIMATELY 4" FROM PLANTER EDGE 9.AREA PERIMETER NOTES: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH RECOMMENDED BY THE MANUFACTURER. REFER TO THE MANUFACTURER'S GUIDELINES AND INSTALLATION DETAILS FOR THE INSTALLATION OF ALL DRIP LINE SYSTEMS. QUANTITY AND LOCATION OF ALL FLUSH VALVES AND AIR RELEASE VALVES SHALL MEET THE MANUFACTURER'S GUIDELINES.2 1 5 6 7 8 9 1 2 3 4 PLAN VIEW LAYOUT OUT EMITTERS IN TRIANGULAR PATTERN 12" 1" 1.'GPH IRRIGATION' GDFN-R FLUSH VALVE / INDICATOR 2.MULCH LAYER PER PLANTING PLAN 3.FINISH GRADE 4.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 5.HUNTER PROS-12-CV 12" HI-POP SPRAY HEAD 6.FLUSH HEADER PIPING PER LEGEND 7.1/2" MARLEX STREET ELL 8.FLUSH HEADER FITTING WITH 1/2" FEMALE THREADED OUTLET - ADAPT AS NECESSARY 9.1/2"x12" MIN. SCH 80 PVC THREADED NIPPLE 10.1/2" SCH 40 PVC STREET ELL TxT 3 4 5 6 7 9 10 7 SECTION / ELEVATION NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. ADAPT TO DRIP SYSTEM AS REQUIRED (POLY OR PVC). ONLY USE BOTTOM INLET OF SPRINKLER HEAD. IF POSSIBLE, LOCATE FLUSH / INDICATOR ASSEMBLY IN AREA WITH EASY ACCESS FOR MAINTENANCE. 8 1 2 2" - 3 " SUPPLEMENTAL TREE SPRINKLERS 12"-18" 3 4 5 6 7 1.REDUCED PRESSURE BACKFLOW PREVENTER PER IRRIGATION LEGEND 2.BRASS NIPPLE(S) (R/P SIZE) 3.WILKINS 500XL SERIES PRESSURE REGULATOR (R/P SIZE) 4.WILKINS YBP-80 STRAINER (R/P SIZE) 5.6" THICK CONCRETE SUPPORT BLOCK 6.FINISH GRADE 7.NATIVE SOIL 8.BRASS ELL (R/P SIZE) 9.SCH 80 PVC MALE ADAPTER 8 9 10 (BUSH UP TO MAINLINE SIZE WHERE R/P DEVICE IS SMALLER THAN MAINLINE SIZE) 10.MAINLINE PIPING PER IRRIGATION LEGEND (TO SYSTEM) 11.COPPER OR BRASS MAINLINE PIPING (FROM P.O.C.) NOTES: INSTALL PER ALL LOCAL CODES. FINAL LOCATION TO BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND/OR OWNER. INSTALL REGULATOR UPSTREAM OF ALL EQUIPMENT. SECTION / ELEVATION 11 FL O W 6"6" 18 " - 2 4 " 6"-12" 6" 6" 8 4 1 2 1 2 3 4 518 " - 2 4 " 1.FINISH GRADE 2.TAPE END OF WIRES TOGETHER WITH ELECTRICIANS TAPE 3.CONTROL WIRES / COMMON WIRES PER IRRIGATION LEGEND 4.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND "SW" ON LID IN 2" HIGH BLOCK LETTERS 5.NATIVE SOIL 6.COMMON BRICK SUPPORTS (4 REQUIRED) 7.WIRES TO / FROM LANDSCAPED AREAS 8.COIL WIRES IN BOX - MINIMUM 36" COIL * SECTION / ELEVATION 8 6 7 9 9.FILL BASE OF BOX WITH PEA GRAVEL - 2 CU. FT. MIN. *1/2" IN TURF AREAS, 2" IN SHRUB AREAS NOTES: WIRE SPLICES ARE ONLY ALLOWED WITH PRE APPROVAL FROM LANDSCAPE ARCHITECT AND / OR OWNER. ALL CONTROL WIRE SPLICES SHALL BE INSTALLED IN PULL BOXES. ALL SPLICES SHALL BE MADE WITH WATERPROOF WIRE CONNECTORS. SPARE WIRE STUB-OUT IRRIGATION MAINTENANCE SCHEDULE THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. FREQUENCY MAINTENANCE TASK QUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. QUARTERLY POC - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED. WEEKLY SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVER-SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS. REGULATOR AND FILTER MAY BE ONE UNIT. 12" PLAN VIEW 1.FINISH GRADE OF MULCH LAYER 2.MULCH TOP DRESSING PER PLANTING PLAN 3.FINISH GRADE 4.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 5.4" POP-UP HEAD & BUBBLER NOZZLE PER LEGEND 6.1/2" MARLEX STREET ELL 7.1/2" SCH 40 PVC STREET ELL TxT 8.1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE 9.1/2" MARLEX STREET ELL 10.SCH 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 11.LATERAL LINE PIPING PER LEGEND 12.DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS 13.TREE STAKE PER PLANTING PLAN 14.TRUNK OF TREE 15.ROOT BALL SECTION / ELEVATION 5 15 10 13 11 14 1 212 3 4 5 6 7 8 910 11 NOTES: LOCATE TREE BUBBLERS ON OPPOSITE SIDES OF THE PLANT ADJACENT TO THE ROOTBALL. LOCATE BUBBLERS AND ROUTE PIPING TO AVOID TREE STAKES AND DAMAGE TO ROOTBALL. USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. This document contains information proprietary to KAA Design Group, Inc. and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of KAA Design Group, Inc. All rights reserved. © Copyright 2021 VELOCITY IRRIGATION 03 / 07 / 2023printed: drawn by: scale: sheet: proj. no. project: drawing issue dates / revisions: copyright: Date Submittal 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com KAA Design Group 19103 2741 OCEAN RESIDENCE 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA L406 IRRIGATION SPECIFICATIONS N/A IRRIGATION SPECIFICATIONS (AS APPLICABLE) : 1.SCOPE OF WORK 1.1.THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCEDURE REQUIRED TO COMPLETE THE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE CITY/OWNER. 1.2.WHEN NOT OTHERWISE SPECIFIED, WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE LOCAL PLUMBING CODE. 1.3.THE CONTRACTOR SHALL APPLY FOR ALL NECESSARY PERMITS AND PAY FOR SAME. 1.4.THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO THIS WORK. 1.5.THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED AND READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO CITY/OWNER. 1.6.ANY ITEM SHOWN OR WRITTEN ON THE DRAWINGS OR IN THESE SPECIFICATIONS SHALL BE CONSIDERED TO APPEAR ON BOTH. 1.7.IN THE EVENT OF "CONFLICT" BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE LANDSCAPE ARCHITECT SHALL BE CONSULTED. 1.8.PRIOR TO SUBMISSION OF HIS BID, THE CONTRACTOR SHALL EXAMINE THE SITE, THE COMPLETE DRAWINGS OF THE PROJECT AND THE SPECIFICATIONS OF SAME, IN ADDITION TO THE DRAWINGS AND SPECIFICATIONS FOR THE SPRINKLER IRRIGATION PORTION OF THE WORK. 2.REFERENCE SPECIFICATIONS AND STANDARDS 2.1.THE INTENT OF THE DRAWING AND SPECIFICATIONS IS TO GRAPHICALLY INDICATE AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM. 2.2.PLOT DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO THE LANDSCAPE ARCHITECT. 2.3.DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, ETC. WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL HIS WORK, AND PLAN HIS WORK ACCORDINGLY. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN THE MOST DIRECT AND WORKMANLIKE MANNER, SO THAT CONFLICTS BETWEEN SPRINKLER SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES WILL BE AVOIDED. 2.4.LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE QUALITY OF WORKMANSHIP AND MATERIALS FURNISHED. 2.5.THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE "INTERPRETATION" OF THE DRAWINGS AND SPECIFICATIONS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 3.SUBSTITUTIONS 3.1.THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT OR MATERIALS SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 3.2.EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT THIS OWN EXPENSE. 3.3.APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION SUBMITTED. 3.4.MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 3.5.THE LANDSCAPE ARCHITECT CAN, AT HIS OPTION, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT OFFERED FOR USE. 4.IRRIGATION GUARANTEE 4.1.THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACK-FILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF WORK. 4.2.IF, WITHIN ONE (1) YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION, SETTLEMENT OCCURS AND ADJUSTMENTS IN PIPES, VALVES AND SPRINKLER HEADS, SOD OR PAVING IS NECESSARY TO BRING THE SYSTEM, SOD OR PAVING TO THE PROPER LEVEL OF THE PERMANENT GRADES, THE CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT COST TO THE CITY/OWNER, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND. 4.3.SHOULD ANY OPERATIONAL DIFFICULTIES DEVELOP IN CONNECTION WITH THE SPRINKLER SYSTEM WITHIN THE SPECIFIED GUARANTEE PERIOD WHICH, IN THE OPINION OF THE CITY/OWNER, MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY/OWNER AT NO ADDITIONAL COST TO THE CITY/OWNER, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. 5.RESPONSIBILITY 5.1.THE CONTRACTOR SHALL LOCATE LINES, VALVES, AND OTHER UNDERGROUND UTILITIES, ETC., PRIOR TO EXCAVATING TRENCHES. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. 6.RECORD DRAWINGS 6.1.LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY OR AS DIRECTED TO MEET EXISTING CONDITIONS AND TO FOLLOW THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN OBTAINING COMPLETE WATER COVERAGE. IT IS, THEREFORE, THE CONTRACTOR'S RESPONSIBILITY TO RECORD ANY CHANGES AS TO LOCATION OF EQUIPMENT ON "AS-BUILT" DRAWINGS. 6.2.PROCEDURE FOR "AS-BUILT" PREPARATION SHALL BE: 6.2.1.OBTAIN FROM THE LANDSCAPE ARCHITECT ONE (1) SET OF REPRODUCIBLE DRAWINGS. RECORD ACCURATELY ON THIS SET ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. 6.2.2.DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON "AS-BUILT" DRAWINGS, DAY-TO-DAY, AS THE PROJECT IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE ONE-QUARTER (1/4) INCH IN SIZE. 6.2.3.SHOW DIMENSIONAL LOCATIONS AND DEPTHS OF THE FOLLOWING: ALL POINT OF CONNECTION / CONTROL EQUIPMENT ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAXIMUM OF ONE-HUNDRED (100) FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES) BALL VALVES / GATE VALVES SPRINKLER CONTROL VALVES (BURIED ONLY) QUICK COUPLING VALVES ROUTING OF CONTROL VALVE WIRING OTHER RELATED EQUIPMENT (AS MAY BE DIRECTED BY THE LANDSCAPE ARCHITECT) 6.2.4.MAINTAIN "AS-BUILT" DRAWINGS ON SITE AT ALL TIMES. 6.2.5.MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL-POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. MAKE CHANGES IN A MANNER EQUAL TO THE ORIGINAL DRAWING. 7.CONTROLLER CHARTS 7.1."AS-BUILT" DRAWINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. 7.2.PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY AUTOMATIC CONTROLLER. 7.3.THE CHART SHALL BE A REDUCTION OF THE ACTUAL "AS-BUILT" SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWINGS IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. 7.4.CHART SHALL BE BLACK-LINE PRINT AND A DIFFERENT PASTEL COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. 7.5.WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM TWENTY (20) MIL THICKNESS. 7.6.CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 8.OPERATION AND MAINTENANCE MANUALS 8.1.PREPARE AND DELIVER TO THE LANDSCAPE ARCHITECT WITHIN TEN (10) CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND SUFFICIENT QUANTITY, PROPERLY PREPARED IN FOUR INDIVIDUALLY BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAIL TO PERMIT OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: INDEX SHEET STATING SUBCONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. DURATION OF GUARANTEE PERIOD. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVES. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. 8.2.IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE AT THE END OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. 8.3.LOOSE SPRINKLING EQUIPMENT, OPERATING KEYS AND SPARE PARTS WILL BE FURNISHED BY THE CONTRACTOR IN QUANTITIES AS SHOWN ON PLANS OR IN SPECIFICATIONS. 9.MATERIALS 9.1.USE NEW MATERIALS OF THE BEST GRADE OF EACH RESPECTIVE KIND AND OF THE SAME MANUFACTURERS FOR ALL ITEMS OF ONE TYPE. 9.2.STEEL PIPE. 9.2.1.STEEL PIPE AND STEEL FITTINGS WHERE INDICATED ON THE DRAWINGS OR SPECIFIED SHALL BE SCHEDULE 40 GALVANIZED MILD STEEL THREADED PIPE AND BEADED GALVANIZED MALLEABLE IRON THREADED FITTINGS, EXCEPT COUPLINGS WHICH SHALL BE A.P.I. (AMERICAN PIPE INSTITUTE) STEEL COUPLINGS. THREAD ON PIPE AND FITTINGS SHALL BE OF TAPER TYPE. 9.2.2.ALL UNIONS TWO (2) INCHES AND SMALLER SHALL BE GROUND JOINT PATTER. UNIONS LARGER THAN TWO (2) INCHES SHALL BE FLANGED UNIONS. ALL FLANGED UNIONS SHALL BE PLACED WITH ONE-SIXTEENTH (1/16) INCH THICK ASBESTOS FIBER GASKETS. RIGHT AND LEFT COUPLINGS SHALL BE USED INSTEAD OF GROUND JOINT UNIONS IN ALL UNDERGROUND LINES, EXCEPT AT VALVES. 9.2.3.STEEL STREET ELBOWS, BUSHINGS, CLOSE NIPPLES, AND LONG SCREWS SHALL NOT BE USED IN THE WORK. 9.3.PLASTIC PIPE 9.3.1.PLASTIC PIPE SHALL BE EXTRUDED FROM VIRGIN PVC (POLYVINYL CHLORIDE) TYPE 1, GRADE 11 (CLASS 1220) AS MANUFACTURED BY LASCO INDUSTRIES, BALDWIN, PACIFIC WESTERN, JOHNS-MANVILLE OR EQUAL. CLASS SCHEDULE AS INDICATED IN THE LEGEND. 9.3.2.ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1220, S.D.R. (STANDARD DIMENSION RATIOS, OR THE PRESSURE RATING IN POUNDS PER SQUARE INCH) AND THE N.S.F. (NATIONAL SANITATION FOUNDATION). 9.3.3.PLASTIC FITTINGS SHALL BE PVC 11, I.P.S, (INTERNATIONAL PIPE SOCIETY), SCHEDULE 40, N.S.F., SCHEDULE 80, N.S.F., AND SCHEDULE 80 THREADED FITTINGS AS SHOWN IN THE DETAILS AS MANUFACTURED BY SLOANE MANUFACTURING CO. SOLVENT AND PRIMER ARE TO BE PER PIPE MANUFACTURER'S RECOMMENDATIONS. 9.4.PVC PRESSURE RATED PIPE TYPE 1220 (PVC CLASS 160, 200 & 315) AND TYPE 1120 (PVC SCHEDULE 40 & PVC SCHEDULE 80) 9.4.1.TYPE I GRADE II PRESSURE RATED PIPE. 9.4.2.MATERIALS SHALL MEET THE REQUIREMENTS SET FORTH IN ASTM D1784-60T. 9.4.3.OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME SIZE AS IRON PIPE. 9.4.4.PIPE SHALL BE MARKED AT INTERVALS WITH THE FOLLOWING INFORMATION (NOT TO EXCEED 5'): MANUFACTURER'S NAME, NOMINAL SIZE, PVC TYPE AND GRADE (I.E., PVC 1220) SDR RATING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION. 9.4.5.PVC FITTINGS SHALL BE PVC TYPE II, SCHEDULE 40 NSF, SCHEDULE 80 NSF, OR APPROVED. 9.4.6.SOLVENT SHALL BE #175 GRAY NSF APPROVED AS MANUFACTURED BY INDUSTRIAL POLYCHEMICAL SERVICE, GARDENA CALIFORNIA. 9.4.7.CAUTIONED SHALL BE UTILIZED IN HANDLING TYPE I PIPE DUE TO THE POSSIBILITY OF CRACKING OR OF SPLITTING WHEN DROPPED OR HANDLED CARELESSLY. 9.4.8.WHEN CONNECTION IS PLASTIC TO METAL, MALE ADAPTERS SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE PERMATIX TYPE II. 9.5.SPRINKLER HEADS 9.5.1.SPRINKLER HEADS SHALL BE AS SHOWN ON PLAN. 9.6.VALVES 9.6.1.REMOTE CONTROL VALVES - ELECTRIC REMOTE CONTROL VALVES SHALL BE AS SHOWN ON PLAN. 9.6.2.QUICK COUPLING VALVES - QUICK COUPLING VALVES SHALL BE AS INDICATED ON PLANS AND SHALL HAVE A LOCKING COVER. EACH QUICK COUPLER VALVE SHALL HAVE A MOLDED VINYL COVER, YELLOW IN COLOR (PURPLE WHERE CALLED FOR IN RECYCLED WATER SYSTEMS). ALL QUICK COUPLER VALVES KEYS AND HOSE SWIVELS SHALL BE OF SAME MANUFACTURER AS THE QUICK COUPLER. 9.7.AUTOMATIC CONTROLLERS - AUTOMATIC CONTROLLERS SHALL BE AS SHOWN ON PLANS AND DETAILS. 9.8.CONTROL WIRES FOR RCV'S - ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRICAL SOLENOID ACTUATED BY REMOTE CONTROL VALVE SHALL BE SOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR, UL APPROVED UNDERGROUND FEEDER CABLE. EACH PILOT OR "HOT" WIRE SHALL BE BLACK OR COLOR-CODED WITH THE COMMON WIRE BEING WHITE. 9.9.RUN TWO SPARE CONTROL WIRES TO THE FARTHEST VALVE IN EACH MAINLINE DIRECTION. SHOW ON AS-BUILTS. COLOR CODE DIFFERENT THAN PILOT AND COMMON WIRES. 9.10.WIRING FOR FLOW SENSORS AND MASTER VALVES SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE COLOR CODED DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND SPARE WIRES. 9.11.VALVE BOXES - ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, FLOW SENSORS, AND QUICK COUPLING VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING COVERS. ALL SHALL BE N.D.S. OR APPROVED EQUAL AND SHALL BE IDENTIFIED ON THE LID WITH HEAT-BRANDED NUMBERS / LETTERS IN 2" HIGH BLOCK LETTERS AS SHOWN ON THE DETAILS. ALL BOXES SHALL HAVE GREEN COVERS (PURPLE FOR RECYCLED WATER SYSTEMS). 9.12.BACKFLOW PREVENTION UNITS THE BACKFLOW PREVENTION UNITS SHALL BE AS SHOWN ON PLANS AND DETAILS. 9.13.DRIP LINE AND INTEGRAL DRIP LINE COMPONENTS - THE DRIP LINE SHALL BE TECHLINE HCVXR AS MANUFACTURED BY NETAFIM IRRIGATION, INC. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON DRAWINGS. 9.13.1.TECHLINE FITTINGS: ALL TECHLINE CONNECTIONS SHALL BE MADE WITH APPROVED TECHLINE INSERT FITTINGS. 9.13.2.SOIL STAPLES (TLS6): ALL TECHLINE INSTALLATIONS SHALL BE HELD IN PLACE WITH TECHLINE SOIL STAPLES SPACED EVENLY EVERY 3' - 5' ON CENTER, AND WITH TWO STAPLES ON EACH CHANGE OF LOCATION. 9.13.3.LINE FLUSHING VALVES: ALL TECHLINE SYSTEMS SHALL BE INSTALLED WITH MANUAL FLUSHING VALVE AS INDICATED ON DRAWINGS. TECHLINE HCVXR ZONES DO NOT REQUIRE AN AUTOMATIC LINE FLUSHING VALVES, BUT MUST HAVE A MANUAL FLUSHING PORT(S) IN THE POSITION THAT AN AUTOMATIC FLUSH VALVE WOULD BE POSITIONED. 9.13.4.AIR/VACUUM RELIEF VALVES: EACH INDEPENDENT TECHLINE SUBSURFACE IRRIGATION ZONE (TUBING WITHOUT CHECK VALVES), SHALL BE INSTALLED WITH AN AIR/VACUUM RELIEF VALVE AT THE ZONE'S HIGHEST POINT(S). TECHLINE HCVXR SUBSURFACE ZONES (TUBING WITH CHECK VALVES), DO NOT REQUIRE AN AIR/VACUUM RELIEF VALVE WHEN BURIED. 9.13.5.PRESSURE REGULATOR: A PRESSURE REGULATOR SHALL BE INSTALLED AT EACH ZONE VALVE OR ON THE MAIN LINE TO ENSURE OPERATING PRESSURES DO NOT EXCEED SYSTEM REQUIREMENTS. THE PRESSURE REGULATOR SHALL BE AS CALLED FOR ON THE PLANS. 9.13.6.SYSTEM FILTER: A Y-FILTER OR DISC FILTER SHALL BE INSTALLED AT EACH ZONE VALVE AS CALLED FOR ON THE PLANS. A SYSTEM (MAIN LINE) FILTER SHALL ALSO BE INSTALLED TO ENSURE ADDED PROTECTION. 9.14.ANY OTHER EQUIPMENT NOT SPECIFICALLY NOTED HEREIN BUT REQUIRED BY THE PLANS, DETAILS, OR LEGENDS SHALL BE SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. IF ANY QUESTION ARISES AS TO PROPER PROCEDURE, IT SHALL BE RESOLVED WITH THE LANDSCAPE ARCHITECT BEFORE INSTALLATION. 10. INSTALLATION 10.1.SITE CONDITIONS 10.1.1.ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 10.1.2.EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY FACILITIES. 10.1.3.SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK NECESSARY TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE RECEIVED. 10.1.4.FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 10.1.5.THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY CHECK ALL FINISH GRADES TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK. 10.2.WATER SUPPLY 10.2.1.THE CONTRACTOR SHALL ARRANGE FOR THE PROVISION OF THE WATER SUPPLY AND COORDINATE WITH THE OWNER AS NECESSARY. 10.2.2.THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS. 10.3.ELECTRICAL 10.3.1.THE OWNER SHALL ARRANGE FOR THE PROVISION OF THE ELECTRICAL SUPPLY. POWER SOURCES SHALL BE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL CONNECT AT THE POINT SHOWN ON THE DRAWINGS. 10.3.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ELECTRICAL CONNECTIONS TO THE AUTOMATIC CONTROLLERS. ALL WIRING SHALL BE ROUTED AS SHOWN ON PLANS. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL OR COUNTY ORDINANCES. 10.4.EXISTING UTILITIES - THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION WITH OTHER CONTRACTOR IS REQUIRED AS THE WORK PROGRESSES TO THESE AREAS. 10.5.TRENCHES IN GENERAL 10.5.1.TRENCHES SHALL BE DUG STRAIGHT, AND PIPE SHALL HAVE THE CONTINUOUS SUPPORT FOR THE DITCH BOTTOM AND SHALL BE LAID TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW THE LAYOUT INDICATED ON THE DRAWINGS. 10.5.2.ALL PRESSURE SUPPLY LINES SHALL HAVE A MINIMUM DEPTH OF EIGHTEEN (18) INCHES MINIMUM UNLESS OTHERWISE NOTED. 10.5.3.ALL NON-PRESSURE SUPPLY LINES SHALL HAVE A MINIMUM DEPTH OF TWELVE (12) INCHES MINIMUM AS SHOWN IN THE DETAILS. 10.5.4.ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER AND FROM LINES OF OTHER TRADES. 10.5.5.NO LINE SHALL BE INSTALLED DIRECTLY OVER ANOTHER LINE. 10.5.6.IF NECESSARY, CALL UNDERGROUND ALERT, OR SIMILAR COMPANY. 10.6.BACKFILLING 10.6.1.BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO THE ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. INITIAL BACKFILL ON ALL LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2) INCH IN SIZE. 10.6.2.IF, IN THE OPINION OF THE CONTRACTOR/LANDSCAPE ARCHITECT, THE EXCAVATED MATERIAL IS NOT SATISFACTORY FOR USE AS BACKFILL, THE CONTRACTOR SHALL DISPOSE OF THIS UNSATISFACTORY MATERIAL. 10.6.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SETTLING OF TRENCHES FROM HIS WORK. 10.7.PVC PIPE 10.7.1.PVC PIPE SHALL BE INSTALLED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. 10.7.2.ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, UNLESS OTHERWISE SHOWN IN DETAILS. 10.7.3.THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-FOUR (24) HOURS BEFORE PRESSURE IS APPLIED TO THE SYSTEM ON PVC PIPE. 10.7.4.AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AND CONNECTED, AND ALL NECESSARY WORK AS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF SPRINKLER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, RISERS SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. 10.7.5.SPRINKLER LINES SHALL BE TESTED IN PLACE BEFORE BACKFILLING FOR A PERIOD OF NOT LESS THAN TWENTY-FOUR (24) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DURING THE TEST PERIOD, MINIMUM TEST PRESSURE AT THE HIGHEST POINT OF THE SECTION BEING TESTED, SHALL BE 100 POUNDS PER SQUARE INCH. 10.7.6.AT THE CONCLUSION OF THE PRESSURE TEST, THE HEAD SHALL BE INSTALLED AND TESTED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORMAL OPERATING PRESSURE, CONTRACTOR SHALL VERIFY HEAD PRESSURES WITH PITOT TUBE OR PRESSURE GAUGE ASSEMBLY, AND ADJUST VALVE TO CORRESPOND WITH DESIGN PRESSURE. 10.8.SPRINKLERS 10.8.1.ALL POP-UP SPRINKLERS SHALL BE PROVIDED WITH SWING JOINTS AND SHALL BE ADJUSTED TO THE PROPER HEIGHT. ALL NOZZLES SHALL BE ADJUSTED FOR PROPER THROW RADIUS FOR EFFICIENT COVERAGE. 10.8.2.SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS. 10.9.DRIP LINE INSTALLATION 10.9.1.INSTALL ALL DRIP LINE AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS. 10.9.2.CLAMP TECHLINE INSERT FITTINGS WITH OETIKER CLAMPS WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIP LINE FITTING REQUIREMENTS. 10.9.3.WHEN INSTALLING TECHLINE, INSTALL SOIL STAPLES AS LISTED BELOW: SANDY SOIL - ONE STAPLE EVERY THREE (3') FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). LOAM SOIL - ONE STAPLE EVERY FOUR (4') FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). CLAY SOIL - ONE STAPLE EVERY FIVE (5') FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). 10.9.4.CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE INTRUSION OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATION. 10.9.5.THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER HYDRANTS. 10.9.6.TEST IN ACCORDANCE WITH HYDROSTATIC TESTS AS RECOMMENDED BY THE MANUFACTURER. 10.10.VALVES 10.10.1.REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. 10.10.2.QUICK COUPLING VALVES SHALL BE SET IN VALVE BOXES APPROXIMATELY 12" FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE APPLICABLE. VERTICAL POSITIONING OF QUICK COUPLING VALVES SHALL BE SUCH THAT SLEEVE TOP WILL BE FLUSH WITH THE SETTLED FINISH GRADE AS DETERMINED AFTER THE TURF IS ESTABLISHED AND 2" ABOVE GRADE IN GROUND COVER AREAS. 10.11.VALVE BOXES 10.11.1.VALVE BOXES SHALL BE SET ONE-HALF INCH (1/2") ABOVE THE DESIGNATED FINISH GRADE IN LAWN AREAS AND ONE INCH (1") ABOVE FINISH GRADE IN GROUND COVER AREAS. 10.11.2.VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADER BOARDS AND PAVING SHALL ABUT THOSE ITEMS. TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. 10.12.AUTOMATIC CONTROLLER LOCATION AND INSTALLATION 10.12.1.THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE APPROXIMATE LOCATION SHOWN ON THE PLAN. VERIFY EXACT LOCATION WITH THE OWNER. 10.12.2.ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTING THE 110 VOLT ELECTRICAL SERVICE TO CONTROLLER. OWNER SHALL PROVIDE POWER TO CONTROLLER. CONTRACTOR SHALL COMPLETE HOOK-UP TO CONTROLLER. 10.12.3.THERE SHALL BE ADEQUATE COVERAGE OF EARTH (18" MINIMUM) OVER THE 24-VOLT CONTROL WIRE. INSTALL WIRE IN TRENCH AND TAPE TO MAIN LINES ON SIDE OF PIPE AT 10' INTERVALS. 10.13.CONTROL WIRE 10.13.1.ALL ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLY WITH LOCAL AND STATE CODES AND BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE TRADE. 10.13.2.CONNECTING AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL BE MADE USING A DRI-SPLICE CONNECTOR OR EQUAL. 10.13.3.FOR WIRE-WIRE DECODER SYSTEMS, REFER TO THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS FOR WIRING, AND ANY SPECIFIC NOTES ON THE PLANS AND/OR DETAILS. 10.14.PRESSURE TEST 10.14.1.ALL PRESSURE LINES SHALL BE TESTED UNDER PRESSURE WITH WATER AND AIR OF ONE-HUNDRED FIFTY (150) POUNDS PER SQUARE INCH, AND ALL NON-PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE, AND BOTH BE PROVEN WATERTIGHT. 10.14.2.PRESSURE SHALL BE SUSTAINED IN THE LINES FOR A 24 HOUR PERIOD. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. 10.14.3.TEST SHALL BE OBSERVED AND APPROVED BY THE OWNER PRIOR TO BACKFILL. 10.14.4.UPON COMPLETION OF EACH PHASE OF THE WORK, THE CONTRACTOR SHALL CHECK AND ADJUST EACH SPRINKLER HEAD TO MEETING THE SITE REQUIREMENTS. 10.15.COVERAGE TEST - UPON COMPLETION OF ALL SYSTEMS, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED ALL AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL CHANGE ANY HEADS, NOZZLES, OR ORIFICES AS MAY BE REQUIRED TO PROVIDE COVERAGE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED. 10.16.LOWERING OF HEADS - UNLESS OTHERWISE NOTED, ALL SPRINKLERS INSTALLED IN LAWN AREAS SHALL BE LOWERED TO FINISH GRADE WITHIN FIVE DAYS FOLLOWING NOTIFICATION BY THE CITY/OWNER. AT THE TIME OF LOWERING HEADS, THE CONTRACTOR SHALL COMPLETELY CHECK AND ADJUST THE ENTIRE SYSTEM AND MAKE ANY REPAIRS THAT ARE NECESSARY TO COMPLETE THIS WORK TO THE SATISFACTION OF THE CITY/OWNER, LANDSCAPE ARCHITECT AND/OR OWNER'S CHOSEN REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING UPON COMPLETION OF THIS WORK. 10.17.WORKMANSHIP AND PROCEDURE 10.17.1.THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. THE CONTRACTOR SHALL INSTALL LINES IN A MANNER THAT CONFORMS WITH THE VARIOUS DETAILS, WITHOUT OFFSETTING THE VARIOUS ASSEMBLIES FROM THE PRESSURE SUPPLY LINE. 10.17.2.NO MULTIPLE ASSEMBLIES SHALL BE INSTALLED ON PLASTIC LINES. EACH ASSEMBLY SHALL BE PROVIDED WITH ITS OWN OUTLET. 10.17.3.ALL ASSEMBLIES SPECIFIED HEREIN SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO THE SPECIFIC ITEMS REQUIRED TO COMPLETE THE WORK, THE CONTRACTOR SHALL PERFORM SUCH WORK IN ACCORDANCE WITH THE BEST STANDARD PRACTICE AND TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT/CONTRACTOR. 11.INSPECTION OF WORK 11.1.INSTALLATIONS AND OPERATIONS MUST BE APPROVED BY THE CITY/OWNER AND LANDSCAPE ARCHITECT. 11.2.PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE CITY/OWNER, AT WHICH TIME THE CONTRACTOR WILL BE INFORMED OF SPECIFIC INSPECTIONS REQUIRED AND THE METHOD OF CALLING FOR SUCH INSPECTIONS AS THE INDIVIDUAL WORK IS COMPLETED. 12.RESPONSIBILITY 12.1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO BE PERFORMED UNDER THIS CONTRACT. NO CONTRACTOR SHALL BE RELIEVED OF HIS LIABILITY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND INDICATED IN THE SPECIFICATIONS, UNLESS AUTHORIZED IN WRITING BY THE CITY/OWNER OR OWNER'S APPROVED REPRESENTATIVE. 12.2.THE CONTRACTOR SHALL PROTECT HIS WORK FROM DAMAGE AND THEFT AT ALL TIME, AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CITY/OWNER. 12.3.THE CONTRACTOR SHALL PROTECT THE CITY/OWNER'S PROPERTY FROM INJURY OR LOSS. ALL DAMAGE TO EXISTING PROPERTY (BUILDINGS, UTILITIES, ETC.) OR PLANTING (TREES, SHRUBS, LAWNS OR GROUND COVERS) CAUSED BY THE CONTRACTOR DURING HIS OPERATION OR AS A RESULT OF MALFUNCTION OF INSTALLED WORK DURING THE GUARANTEE PERIOD SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 12.4.THE CONTRACTOR SHALL CAREFULLY NOTE ALL FINISH GRADE BEFORE COMMENCING WORK. ANY FINISH GRADE CHANGED DURING THE COURSE OF HIS WORK SHALL BE RESTORED TO THE ORIGINAL CONTOURS. 12.5.THE CONTRACTOR SHALL CAUSE MINIMUM INTERFERENCE WITH WORKMEN OR THE MATERIALS AND EQUIPMENT OF OTHER TRADES PEOPLE WORKING ON THE PROJECT. 13.COMPLETION CLEAN-UP 13.1.UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE EXCESS MATERIALS, RUBBISH, DEBRIS, ETC., AND HIS CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE PREMISES. 14.MAINTENANCE 14.1.UPON FINAL ACCEPTANCE BY THE CITY/OWNER, THE CONTRACTOR SHALL PROVIDE A NINETY (90) DAY MAINTENANCE SERVICE FOR THE ENTIRE IRRIGATION SYSTEM. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO BROKEN SPRINKLER REPAIR AND/OR REPLACEMENT, CLOGGED DRIP LINE REPAIR / REPLACEMENT, BROKEN PIPE REPAIR AND/OR REPLACEMENT, ADJUSTMENT OF HEADS, ADJUSTMENT OF CONTROLLER PROGRAMMING, AND WEEKLY INSPECTIONS FOR ANY MALFUNCTIONS. END OF SECTION U P U P BG (E)2'-3 5/8"EAVE(E)1'-8 3/8"EAVE (E)2'-1 3/16"EAVE (E)1'-10 13/16"EAVE (E ) 3 ' -8 " (E ) 6 '-4 1/ 1 6" ( E ) 3' -6 7 / 8" (E ) 6' -5 1 / 8" 4'-0"S.Y. SETBACK 10 '-0 " RE AR YAR D SE T B ACK 1 0'- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK 1 0 '- 0 " F R O N T Y A R D S E T B A C K (E)1 1/4" (E)3'-10 3/4" (E )6 '- 6 1/8 " (E )3 '- 5 7 /8 " P.C. +67.53' P.C. +10.94' P.C. +66.05' F.S.+23.60' F.S.+57.79F.S.+24.25' F.G.+38.46' F.S.+57.79 F.S.+57.79 F.S.+57.79 F.S.+57.79 +20.25' F.S.+66.11' F.S.+60.51' F.S.+57.79' F.S.+56.75' F.S.+38.46' F.S.+49.79 EXISTING TRASH ENCLOSURE WALLS T.O.W. +66.39' CURB T.O.W. +66.37' PIZZA OVEN (E)T.O.W. +23.63' EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN DN U P U P UP UP UP UP U P UP U P W A Y L A N E SHELL STREET G O L D E N R O D A V E . O C E A N B L V D . NOTE: AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY DINING TERRACE LEVEL 5 LIVING ROOM TERRACE LEVEL 5LOWER SPA TERRACE LEVEL 2 LANDSCAPE TERRACE LEVEL 3 SPA TERRACE LEVEL 2 MASTER TERRACE LEVEL 4 COVERED TERRACE LEVEL 2 OFFICE TERRACE LEVEL 5 F.S.+34.61' F.S.+48.04' F.S.+55.25' F.S.+49.79 AM POOL LEVEL 2 POOL DECK LEVEL 2 OE OE OE WF WF WF WF WF BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG OEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE BG BG BG BG BG BG BG BG BG BG BG BG BGBG BG BG BG BGBGBG BGBG BGBG BG BG WF BG BG BG BG WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WFWF WF WFWF WF WF WF WF WFWF WF WF OE BG BG BG BG BG BG OE OEOE OE WFWF OE OE WF WF OE OE OE OE OE WF WF WF WF OE WF OE OE OE OE OE OE OE OE OE WF OE OE OE OE OE OE OE OE WF OE OE OE OE OE OE OE WF OE OE OE OE OE OE OE BG BG WF WF WF WF WF WF OE WF OE OE OE OE OE OE OE OE WF OE OE OE OE OE OE OE OE OE WF OE OE OE OE OE OE WF WF WF OE OE OE OE OE OE OE OE OE OE OE OE WF WF WF WF WF WF OE OE WF WF WF WF OE WF OE OE OE OE WF OE OE OE OE OE OE OE OE OE WF OE OE BG BG BG BG WF BG BG BG BG BG BG BG WFWF BG BG BG BG BG BG BG BG BG OE OE OEOEOEOE OE OE OE OE OE OE AM AM AM AM AM AM AM OE OE BG BG BGBG BGBG BGBG BGBG BG BG BG BG BG BG BG BG BG AM AM AM AM AM AM CM CM LN BGBG BGBG BGBG BGBG BGBG BGBG LNLNLN BGBG BGBG BGBG BG BG BG BG BG WF WF WF WF WF OE WF WF OE WF WF OE OE OE OE WF OE WF WF WF OE OE WF WF OE OE OE OE WF OE WF WF WF WF OEOE WFOEWF OE OE WF WF WF WFOE WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF WF OE LN OE OE BG LN LN LN LN LN LN CS BGBG BGBG BGBG BGBG WF WF WF WFWFWF WF OE OE OE WF OE OE WF OE OE OE OE WF WF OE OE WF OE OE OE OE OE WF WF WF WF WF WF WF WF WFWF WF WF OE OE OE OEOE OE WF WF WF WF OE WF WF WF WF WF WF WF WF OE OEOE OE OE OE OE OE OE OE OE WF WF WF OE WF OE OE BG BG BG BG BG BG OE OEOE OE OE WF OE OE WF WF WF (E)5 3/8"(E)3'-6 5/8" P.C. +24.25' P.C. +32.50' NEW RETAINING WALL PER CIVIL WALL-MOUNTED CONDENSERS PER MEP (TYP.) CURB T.O.W. +66.27' T.O.P. +70.85' T.O.W. +66.60 T.O.P. +70.44' T.O.W. +60.50' T.C. +66.65' F.S.+65.91' T.C. +65.99' F.S.+65.42' T.C. +67.47' F.S.+67.01' T.O.R. +70.11' T.O.W. +61.50' T.O.W. +54.00' T.O.F. +70.11' T.O.W. +63.50' T.O.R. +70.10' T.O.R. +69.61' T.O.R. +/- 69.94' T.O.P. +70.55' T.O.W. +66.04' T.O.W. +66.73' T.O.W. +66.02' T.C. +67.24' F.S.+66.57' T.O.R. +70.23' T.O.R. +70.07' T.O.W. +66.61' T.O.R.+57.50' T.O.P. +52.48' T.O.R. +51.06' T.O.W. +60.50' T.O.W. +41.50' T.O.W. +41.50' T.O.W. +34.61' (E)T.O.W. +23.63' T.O.W. +27.78' (E)T.O.W. +27.88' T.O.P. +28.29' T.O.W. +29.80' (E)T.O.W. +23.63' T.O.W. +27.78' T.O.R. +23.75' (E)T.O.W. +20.25' T.O.P. +28.29' T.O.R. +27.75' (E)T.O.W. +24.25' T.O.P. +28.29' (E)T.O.W. +24.25' T.O.P. +28.29' T.O.R. +27.75'T.O.W. +35.86' T.O.W. +31.86' T.O.W. +27.08'T.O.W. +27.08' T.O. +26.25' (E)T.O.W. +21.13' T.O.W. +29.80' T.O.W. +27.78' T.O.W. +57.00' SPA NEW POOL UNDER SEPARATE PERMIT NEW SPA UNDER SEPARATE PERMIT P R O P E R T Y L I N EPROPERTY LINE P R O P E R T Y L I N E S E T B A C K L I N E S ETB A C K L I N E SETBACK LINE S E T B A C K L I N E S E T B A C K L I N E SETBACK LINE PROP ER T Y L I N E PROPERTY LINE P R O PE RTY L IN E S E T BA CK L I N E PROPERTY LINE SETBACK LINE P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE SETBACK LINE SETBACK LINE (50) (55) (60) (65) (66) (64) (63) (62) (61) (40) (35) (45) PLANTING SCHEDULE / LEGEND (ALL FLOORS) TYPE 1. TREES 2. SHRUBS ABBRV. AM AM CM CS BG LN LN OE OE WF BOTANICAL NAME Arbutus marina Arbutus marina Citrus meyeri Cupressus sempervirens Bougainvillea glabra Laurus nobilis Laurus nobilis Olea europaea 'Little Ollie' Olea europaea 'Little Ollie' Westringia fruticosa 'Mundi' COMMON NAME Marina Strawberry Tree Marina Strawberry Tree Meyer Lemon Mediterranean 'Italian' Cypress Bougainvillea Bay Laurel Bay Laurel Little Ollie Dwarf Olive Little Ollie Dwarf Olive Mundi Coast Rosemary SIZE 36" Box 48" Box 24" Box 36" Box 15 Gal. 15 Gal. 36" Box 15 Gal. 5 Gal. 15 Gal. SPACING PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN WUCOLS LOW LOW MODERATE LOW LOW LOW LOW LOW LOW LOW QUANTITY 7 4 2 1 132 2 9 154 113 179 GROWTH CHARACTERISTIC 30' TALL (TO BE MAINTAINED NOT TO EXCEED CURB HEIGHT)30' TALL (TO BE MAINTAINED NOT TO EXCEED CURB HEIGHT) 10'-12' TALL 30' TALL, 4' WIDE, NARROW (TO BE MAINTAINED) 4' TALL BY SPREADING HEDGE (TO BE MAINTAINED) HEDGE (TO BE MAINTAINED) 3' x 3' 3' x 3' 4' x 4' TOTAL SQ. FT. OF NEW PLANTING AREA: APPROX. 1400 SQ FT L500 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3/16" = 1'-0", 1:1.04 PLANTING PLAN 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 03/08/23 CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group U P U P (E)2'-3 5/8"EAVE (E)1'-8 3/8"EAVE (E)2'-1 3/16"EAVE (E)1'-10 13/16"EAVE ( E) 3'- 8" ( E ) 6' -4 1 / 16 " (E ) 3 '-6 7/ 8 " (E ) 6 ' -5 1/ 8" 4'-0"S.Y. SETBACK 10 '- 0" RE A R YA R D SE TB AC K 1 0 '- 0 " R E A R Y A R D S E T B A C K 4'-0"S.Y. SETBACK 1 0' - 0 " F R O N T Y A R D S E T B A C K (E)1 1/4"(E)3'-10 3/4" ( E) 6'- 6 1 /8 " ( E) 3' - 5 7 / 8 " P.C. +67.53' P.C. +10.94' P.C. +66.05' DN U P U P UP UP UP UP U P UP U P NEW PLANTING AREA (1400 SQ.FT.) EXISTING BLUFF PLANTING NOTE: SEE L500 FOR DETAILED PLANTING PLAN AND SCHEDULE. LEGEND POOL & SPA (385 SQ. FT.) CS AM AM AM AM AM AM AM AM AM AM AM AM AM CS (E)5 3/8"(E)3'-6 5/8" P.C. +24.25' 52.80 sq ft 332.03 sq ft PROPOSED SHRUBS: Bougainvillea glabra - Bougainvillea Olea europaea 'Little Ollie' - Little Ollie Dwarf Olive Westringia fruticosa 'Mundi' -Mundi Coast Rosemary PROPOSED TREES: Arbutus Marina - Marina Strawberry Tree (to be maintained not to exceed the curb height, TYP.) PROPOSED SHRUBS: Laurus nobilis - Bay Laurel PLANT NAMES WUCOLS PROPOSED PLANTING Arbutus Marina - Marina Strawberry Tree LOW Cupressus sempervirens - Medterranean Italian Cypress LOW Bougainvillea glabra - Bougainvillea LOW Laurus nobilis - Bay Laurel LOW Olea europaea 'Little Ollie' - Little Ollie Dwarf Olive LOW Westringia fruticosa 'Mundi' -Mundi Coast Rosemary LOW LOW EXISTING PLANTING Pittosporum tobira - Australian Laurel MODERATE Strelitzia nicolai - Giant Bird of Paradice MODERATE Yucca Elephantipes LOW Cycas revoluta - Sago Palm MODERATE Bougainvillea glabra - Bougainvillea LOW Ficus microcarpa MODERATE LANDSCAPE SCHEDULE - MASTER TOTAL SQ.FT. OF NEW PLANTING AREA : APPROX. 1400 SQ.FT. THE PROPOSED PROJECT CONSIST OF REPLACEMENT PLANTINGS WITH EQUAL OR LOWER WATER NEEDS; AND THE IRRIGATION SYSTEM IS DESIGNED, OPERABLE AND PROGRAMMED TO COMPLY WITH THE CITY'S WATER CONSERVATION REGULATIONS. OCEAN B O U L E V A R D WAY L A N E S H E L L L A N E BLOC K 3 3 CORO N A D E L M A R M.M. 3 / 4 2 N 5 0 ° 0 0 ' 0 0 " W 6 7 . 6 9 ' N26°48'09" E 1 3 6 . 1 0 ' 84.98'N40°00'00"E 72.47 ' N20°05' 0 0 " E 116.8 9 ' 9 4 . 5 9 ' N10°3 2 ' 1 8 " E N 4 9 ° 3 3 ' 5 2 " W BLOCK 3 3 CORO N A D E L M A R M.M. 3 / 4 2 ABAN D O N E D PORTI O N O F OCEA N BOUL E V A R D P E R RESO L U T I O N 9 8 - 6 6 INST. N O . 19990 5 7 0 6 0 1 1 1 T O P O G R A P H I C M A P 2 7 4 1 O C E A N B O U L E V A R D C O R O N A D E L M A R , C A 9 2 6 2 5 A P N : 0 5 2 - 0 4 6 - 0 7 H U N T I N G T O N B E A C H , C A L I F O R N I A 9 2 6 4 6 P H O N E : ( 7 1 4 ) 4 8 8 - 5 0 0 6 F A X : ( 7 1 4 ) 3 3 3 - 4 4 4 0 A P E X L S I N C @ G M A I L . c o m VICINITY MAP SITE1. THE DISTINCTIVE BOUNDARY SHOWN HEREON WAS PLOTTED PER ON-SITEFIELD OBSERVATIONS, ALL BEARINGS AND DISTANCES ARE MEASURED,UNLESS NOTED OTHERWISE.2. PROPERTY CORNERS SHALL BE MONUMENTED BY A LICENSED LANDSURVEYOR BEFORE THE START OF GRADING.3. SURVEYOR TO SUBMIT A "RECORD OF SURVEY" TO THE COUNTY SURVEYOR.EVIDENCE OF SUBMITTAL TO BE SUBMITTED TO THE BUILDING INSPECTOR ATOR PRIOR TO FOUNDATION INSPECTION.SURVEYOR'S NOTE LEGEN D EXIST I N G E L E V A T I O N ( ) FOUN D 1 " I R O N P I P E TBM BLOCK W A L L FS FINISH E D S U R F A C E MONUM E N T T O B E S E T GRAP H I C S C A L E PAUL D . C R A F T , P . L . S . 8 5 1 6 D A T E NOTE: S E C T I O N 8 7 7 0 . 6 O F T H E C A L I F O R N I A B U S I N E S S A N D P R O F E S S I O N S C O D E STATE S T H A T T H E U S E O F T H E W O R D C E R T I F Y O R C E R T I F I C A T I O N B Y A LICEN S E D L A N D S U R V E Y O R I N T H E P R A C T I C E O F L A N D S U R V E Y I N G O R T H E PREPA R A T I O N O F M A P S , P L A T S , R E P O R T S , D E S C R I P T I O N S O R O T H E R S U R V E Y I N G DOCUM E N T S O N L Y C O N S T I T U T E S A N E X P R E S S I O N O F P R O F E S S I O N A L O P I N I O N REGAR D I N G T H O S E F A C T S O R F I N D I N G S W H I C H A R E T H E S U B J E C T O F T H E CERTIF I C A T I O N A N D D O E S N O T C O N S T I T U T E A W A R R A N T Y O R G U A R A N T E E , EITHE R E X P R E S S E D O R I M P L I E D . LICEN S E R E N E W A L D A T E 1 2 / 3 1 / 2 2 STATE OF C A LIF ORNIAP A UL D O M I NICK C R A FT Exp. 12/ 3 1 / 2 2 No. 851 6 P ROFESSIO N A L LAND SUR V E Y OR AC ASPHA L T P A V E M E N T TEMPO R A R Y B E N C H M A R K S E T O N A SEW E R M A N H O L E ( S M H ) ELEVA T I O N = 1 1 . 9 2 F E E T NATUR A L G R O U N D NG FL FLOWL I N E EP EDGE O F P A V E M E N T TOP O F D E C K TD TOP O F W A L L TW BENCHMARK INFORMATIONBENCHMARK NO: NB4-36-74DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED"NB4-36-74", SET IN THE NORTHWEST CORNER OF A 4 FT. BY 22 FT. CONCRETE CATCHBASIN. MONUMENT IS LOCATED IN THE T-INTERSECTION OF HELIOTROPE AVENUE ANDOCEAN BOULEVARD, 21 FT. SOUTHWEST OF THE CENTERLINE OF OCEAN BOULEVARDAND 122 FT. NORTHWESTERLY OF THE CENTERLINE OF HELIOTROPE AVENUE.MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 67.054 FEET (NAVD88), YEAR LEVELED 1994 CHAIN L I N K F E N C E ( C L F ) DI DRAIN I N L E T TOP O F C U R B TC TOP O F D R I V E W A Y ' X ' TX SEWER C L E A N O U T SCO FF FINISH F L O O R FFG FINISH F L O O R G A R A G E GM GAS M E T E R WATER M E T E R WM BX BOTTO M O F D R I V E W A Y ' X ' EPB ELECT R I C A L P U L L B O X EVT ELECT R I C A L V A U L T ICV IRRIG A T I O N C O N T R O L V A L V E SEWER M A N H O L E SMH TELEP H O N E P U L L B O X TPB TOP O F R A I L TR TELEP H O N E V A U L T TVT TOP O F F E N C E TF WOOD F E N C E ( W D F ) PROPE R T Y L I N E RIGHT - O F - W A Y CONCR E T E S U R F A C E BRICK S U R F A C E EXIST I N G B U I L D I N G 1/21/2 0 2 2 EXISTING PLANTING AREA EXISTING BLUFF PLANTING LEGEND PROPOSED HARDSCAPE + BUILDING FOOTPRINT EXISTING PLANTING: Pittosporum tobira - Australian Laurel Strelitzia nicolai - Giant Bird of Paradice Yucca Elephantipes Cycas revoluta - Sago Palm Bougainvillea glabra - Bougainvillea Ficus microcarpa LINE OF PROPOSED HARDSCAPE + BUILDING FOOTPRINT LINE OF PROPOSED HARDSCAPE + BUILDING FOOTPRINT PROPOSED PLANTING AREA EXHIBIT 3/32" = 1'-0"1EXISTING PLANTING AREA EXHIBIT 3/32" = 1'-0"2 L501 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3/32" = 1'-0", 1:59.92 PLANTINGEXHIBIT 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 12/21/22 03/08/23 CDP Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group 3" TYP. OR PER PLAN 2" MIN. 1" PLANTING SOIL / PEBBLES MORTAR COMPACTED GRAVEL & SOIL SUB BASE (PER GEOTECHNICAL REPORT) CONCRETE SLAB & REINFORCING PER STRUCTURAL STONE PAVING PER FINISH SCHEDULE, CONFIRM PATTERN & LAYOUT PRIOR TO INSTALLING WATERPROOFING PER WP CONSULTANT RECOMMENDATION 1'-5" 3" PER PLAN PEBBLES CONCRETE PAVING PER FIN. SCHED. MORTAR CONCRETE SETTING BED UNDER STEPS OR CONTINUOUS CONCRETE SUB STAIR PER STRUCTURAL STONE TREADS & RISERS PER FINISH SCHEDULE; SLAB MATERIAL TO MATCH ADJACENT PAVING MITERED TREAD NOSING 1" STEPPER SIZES VARY - SEE PLAN PER PLAN STONE SLAB PAVER PER FINISH SCHEDULE CONCRETE SETTING BED PLANTING / PEBBLES PER PLANTING PLAN CONCRETE SLAB & REINFORCING PER STRUCTURAL PER STRUCTURAL 1/8" GROUT JOINTS MAX. STONE TREADS & RISERS PER FINISH SCHEDULE; SLAB MATERIAL TO MATCH ADJACENT PAVING WATERPROOFING OVER STRUCTURAL CONCRETE SUBSTAIR; TIE INTO WP SYSTEMS AT BELOW-GRADE WALLS LANDING TO BE SINGLE PIECE; SEE HARDSCAPE PLAN FOR SIZE 1/2"SLOPE PER GRADE PLAN F.S. 2"-3" LAYER OF CRUSHED STONE FINISH STONE PER MATERIALS PLAN STONE RETURN AT EXPOSED EDGE OF PAVING (TYP.) COMPACTED SUB-GRADE (PER GEOTECHNICAL SOIL REPORT) STONE PAVING PER FINISH SCHEDULE, CONFIRM PATTERN & LAYOUT PRIOR TO INSTALLING MORTAR COMPACTED GRAVEL & SOIL SUB BASE (PER GEOTECHNICAL REPORT) CONCRETE SLAB & REINFORCING PER STRUCTURAL 1/8" GROUT JOINTS WATERPROOFING PER WP CONSULTANT RECOMMENDATION FLUSH METAL DECK DRAIN; INSTALL PER MANUFACTURER'S SPECIFICATIONS COLLAR TO MATCH MATERIAL OF DRAIN ALIGN CONCRETE SLAB & REINFORCING PER STRUCTURAL CONCRETE PAVING FINISH PER FINISH SCHEDULE, CONFIRM JOINT LAYOUT PRIOR TO POURING SUB SLAB WATERPROOFING PER WP CONSULTANT RECOMMENDATION COMPACTED GRAVEL & SOIL SUB BASE (PER GEOTECHNICAL REPORT) 3/4" TOOLED JOINT WHERE OCCURS, PER HARDSCAPE PLAN; 20% SLAB THICKNESS MAX. COMPACTED GRAVEL & SOIL SUB BASE (PER GEOTECHNICAL REPORT) CONCRETE SLAB & REINFORCING PER STRUCTURAL CONCRETE PAVING FINISH PER FINISH SCHEDULE, CONFIRM JOINT LAYOUT PRIOR TO POURING SUB SLAB WATERPROOFING PER WP CONSULTANT RECOMMENDATION PLANTING SOIL / PEBBLES 1/4" RADIUS EDGE CONCRETE SLAB & REINFORCING PER STRUCTURAL CONCRETE PAVING FINISH PER FINISH SCHEDULE, CONFIRM JOINT LAYOUT PRIOR TO POURING SUB SLAB WATERPROOFING PER WP CONSULTANT RECOMMENDATION COMPACTED GRAVEL & SOIL SUB BASE (PER GEOTECHNICAL REPORT) CONCRETE SLAB & REINFORCING PER STRUCTURAL CONCRETE PAVING FINISH PER FINISH SCHEDULE, CONFIRM JOINT LAYOUT PRIOR TO POURING SUB SLAB WATERPROOFING PER WP CONSULTANT RECOMMENDATION 2" 2" MIN. LAYER OF 3/8" CRUSHED STONE COMPACT TOP 12" MIN. SUBGRADE MATERIAL TO MIN. 95% OF RELATIVE COMPACTION NATIVE SOIL 6" 4" 1 1/2" P.A. / F.G. SLOPE PER GRADE PLAN F.S. CONCRETE SUB-SLAB COMPACTED GRAVEL SUB-BASE MORTAR SETTING BED FINISH STONE PER MATERIALS PLAN #3 REBAR AT 18" O.C. BOTH WAYS KEEP 3" CLEAR FROM EDGES 1/8" GROUT JOINT MITERED EDGE AT EXPOSED EDGE OF PAVING (TYP.) 11 1/2" F.S. SLOPE PER GRADE PLAN CONCRETE SUB-SLAB WALL PER PLANS MORTAR BED FINISH STONE PER MATERIALS PLAN #3 REBAR AT 18" O.C. BOTH WAYS KEEP 3" CLEAR FROM EDGES COMPACTED GRAVEL SUB BASE (PER GEOTECHNICAL SOIL REPORT) COMPACTED SUB-GRADE (PER GEOTECHNICAL SOIL REPORT) EXPANSION JOINT, PER DETAIL 04/L700 25/64" 3/4" * 3/16" 3/8" TWO COMPONENT POLYURETHANE SEALANT - COLOR TO MATCH CONCRETE. SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION BACKER ROD EXPANSION JOINT MATERIAL W/ SELF-LEVELING SEALER TO MATCH PAVING COLOR (PROVIDE SAMPLE FOR APPROVAL PRIOR TO CONSTRUCTION ) 1/2" DIA. x 12" LONG STEEL SLIP DOWEL AT 3'-0" O.C. SLEEVE ONE END. CENTER IN CONCRETE 1/8" RAD. EDGE AT PEDESTRIAN PAVING & 1/4" RAD. EDGE AT VEHICULAR PAVING #3 REBAR @ 18" O.C. KEEP 3" CLEAR FROM ALL PAVING EDGES CONCRETE PAVING FINISH SURFACE; REFER TO LANDSCAPE MATERIALS PLAN CONCRETE PAVING FINISH SURFACE; REFER TO LANDSCAPE MATERIALS PLAN CONCRETE PAVING FINISH SURFACE; REFER TO LANDSCAPE MATERIALS PLAN 3/8" JOINT SEALER 1/8" RAD. EDGE AT PEDESTRIAN PAVING & 1/4" RAD. EDGE AT VEHICULAR PAVING 3"9" 1" SOLID STONE EDGING ON MORTAR SETTING BED PER MATERIALS PLAN JOINT FILLED WITH CRUSHED STONE PER MATERIALS PLAN F.G. PER GRADING PLAN SEE DETAIL ALIGN TURF 8" STONE PAVING WITH PLANTED JOINTS TYP. (3") 3" = 1'-0"1 CRUSHED STONE AT STONE PAVING EDGE TYP. (3") 3" = 1'-0"7 STONE PAVING TYP. (3") 3" = 1'-0"5 CONCRETE PAVING AT AREA DRAIN TYP. (3") 3" = 1'-0"10 CONCRETE PAVING TYP. (3") 3" = 1'-0"2CONCRETE PAVING EDGE CONDITION TYP. (3") 3" = 1'-0"6 STONE STEPPING PADS TYP. (1 1/2") 1 1/2"= 1'-0"12 STONE LANDING TO STAIR TRANSITION TYP. (1 1/2") 1 1/2"= 1'-0"8 STONE STAIR WITH PLANTED JOINTS TYP. (1 1/2") 1 1/2"= 1'-0"4 CRUSHED STONE PAVING TYP. (3") 3" = 1'-0"3 STONE TILE PAVING EDGE AT PLANTING AREA TYP. (3") 3" = 1'-0"9STONE TILE PAVING AT VERTICAL SURFACE TYP. (3") 3" = 1'-0"13 COCRETE PAVING JOINTS TYP. (3") 3" = 1'-0"14 STONE EDGE BAND TYP. (3") 3" = 1'-0"11 L700 This document contains information proprietary to KAADesign Group, Inc. and is furnished in confidence for thelimited purpose of evaluation, bidding or review. Thisdocument or its contents may not be used for any otherpurpose and may not be reproduced or disclosed to otherswithout the prior written consent of KAA Design Group,Inc. All rights reserved. © Copyright 2021 SP, RH, EB 03 / 28 / 2023printed: drawn by: scale: sheet: 19103proj. no. 2741 OCEAN RESIDENCE project: drawing issue dates / revisions: copyright: 3" = 1'-0", 1 1/2"= 1'-0" PAVING DETAILS 2741 OCEAN BLVD CORONA DEL MAR CA 92625 USA 07/12/22 a KAA Design company date submittal 12/21/22 12/21/22 03/08/23 CDP Submittal Plan Check Submittal CDP Submittal II 12921 West Washington Blvd . Los Angeles . CA 90066 310 821 1400 . fax 310 821 1440 kaadesigngroup.com K A A Design Group