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HomeMy WebLinkAboutPA2022-0278_20230309_Plans_36x24 CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/8" = 1'-0" Date: 2/6/23 Drawn: CSH 1 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:56 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln SITE PLAN (8.40) RESIDENCE RESIDENCE N 53°36'38" E 30.00' N 53°36'38" E 30.00' 38TH STREET CABLE TV WM GM N 36°18'38" W 100.00' N 53°36'38" E 30.00' N 36°18'38" W 100.00' (8.19) (8.09) (8.15) TOW 11.65 (8.15) T O W 14.00 (8.10)TOW 10.10 (6.60) TOW 9.54 (6.04) T O W 14.00 (8.38) T O W 13.26 (8.30) T O W 13.38 (8.57) T O W 11.07 (8.57) T O W 10.19 (6.69) T O W 9.74 (6.24) N 3'-1"BLDG. 3'-1" BLDG. 20'-1" BUILDING 3'-1" BLDG. 2'-1" ROOF 2'-1" ROOF 3'-0"PLANTER 3'-0"PLANTER ELEVATOR UP K N E E S P A C E POWDER CLG. 90 DINING CLG. 90 LIVING CLG. 90 GARAGECLG. 90 ENTRY CLG. 90 KITCHENCLG. 90 PANTRYCLG. 90 19'-0" DEEP X 17'-6" WIDEPARKING AREA TRASH (E) WALL TO REMAIN (E) WALL TO REMAIN NEW WALL NEW WALLNEW WALLNEW WALL BULKHEAD TOW 10.90 BULKHEAD TOW 10.90 RAMP (SEE PLANS)DOCK (SEE PLANS) NEW WALL NEW WALL WATER HEATER COASTAL COMMISSIONPERMIT JURISDICTION COASTAL COMMISSIONPERMIT JURISDICTION 15'-0" SETBACK AT THIRD FLOOR 20'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK 15'-0" SETBACK AT THIRD FLOOR3'-0"SETBACK 5'-0" SETBACK AT THIRD FLOOR 5'-0" SETBACKAT THIRD FLOOR AVERAGE GRADE CALCULATION PER NBZC EXISTING GRADES: 8.40+8.19+8.09+8.15 (DIVIDE BY 4) = 8.21 MINIMUM PER NBZC = 9.00 DEMO EXISTING 2BED/1BATH (APPROX. 778SF) RESIDENCE WITH 2 CAR GARAGECONSTRUCT NEW 3 STORYSINGLE FAMILY RESIDENCEWITH ROOF DECK ANDATTACHED GARAGE Map data ©2022 Google 200 ft 504 38th St SHEET INDEX ID 1 2 3 4 5 6 7 8 9 10 11 L-00 L-01 L-02 L-03 L-04 L-05 S-1 S-2 S-3 S-4 SW-0 SW-1 SW-2 C2 C4 Name SITE PLAN LOWER LEVEL FLOOR PLAN UPPER LEVEL FLOOR PLAN THIRD LEVEL FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS (FRONT, REAR & RIGHT) EXTERIOR ELEVATIONS (LEFT SIDE) TOPOGRAPHIC SURVEY LOWER LEVEL AREA CALCULATIONS UPPER LEVEL AREA CALCULATIONS THIRD LEVEL AREA CALCULATIONS LANDSCAPE COVER SHEET LANDSCAPE CONSTRUCTION PLAN LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE IRRIGATION PLAN LANDSCAPE LIGHTING PLAN LANDSCAPE PLANTING PLAN STRUCTURAL GENERAL NOTES DOCK PLAN PLANS AND DETAILS DETAILS SEA WALL COVER SHEET SITE PLAN & ELEVATION SEAWALL DETAILS GRADING PLAN EROSION CONTROL PLAN SCALE: 1/8" = 1'-0" SITE PLAN PROJECT INFORMATION CUSTOM RESIDENCE FOR Al & Diane Cabraloff 1107 Arden Road Pasadena, CA 91106 (213) 705-5684 JOB ADDRESS 504 38th Street Newport Beach, CA 92663 LEGAL Zoning R-2 APN: 423 065 08 SITE Lot Area 3,000 sq. ft. Buildable Lot Area 1,848 sq. ft. Max. Buildable Area (2x) 3,696 sq. ft. Project Buildable Area (1.95x) 3,608 sq. ft. NBZC Volume Area (15%) 277 sq. ft. Project Volume Area (16.7%) 309 sq. ft. Max. Third Floor Area (20%) 370 sq. ft. Project Third Floor Area (20%) 370 sq. ft. Max. Third Floor Covered Area (50%) 924 sq. ft. Project Third Floor Covered Area (33%) 602 sq. ft. RESIDENCE (4 bedrooms) Lower Level Floor Area 1,296 sq. ft. Upper Level Floor Area 1,461 sq. ft. Third Level Floor Area 370 sq. ft. Total Floor Area 3,127 sq. ft. Garage Area 471 sq. ft. Front Porch 90 sq. ft. Master Bedroom Deck 119 sq. ft. Front Bedroom Deck 139 sq. ft. Covered Cabana 102 sq. ft. Roof Deck 530 sq. ft. TOTAL LANDSCAPE AREA xx sq. ft. OCCUPANCY: R-3, U TYPE: V-B fire-sprinkled per NFPA 13D ZONING: R-2 VICINITY MAP SCOPE OF WORK: DEMO EXISTING 2BED/1BATH (APPROX. 778SF) RESIDENCE WITH 2 CAR GARAGE. CONSTRUCT NEW 3 STORY SINGLE FAMILY RESIDENCE WITH ROOF DECK AND ATTACHED GARAGE CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/8" = 1'-0" Date: 2/6/23 Drawn: CSH 2 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:56 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln LOWER LEVEL FLOOR PLAN 3'-1"76'-10"20'-1" 20'-6"56'-4" 6'-8"13'-10"2'-6"7'-8"5'-2"18'-6"22'-6" 3'-1" 23'-10" 3'-1" 3'-1"76'-10"20'-1" 27'-0"8'-10"41'-0" 20'-6"6'-6"18'-6"22'-6" 7'-0"8'-6"7'-0" 5'-0" 12" 4'-0" 3'-1" 22'-10" 4'-1" 1'-0" 21'-10" 12" 3'-1" 2'-3" 17'-4" 2'-3" 5'-0"20" 5'-0"15'-6"3'-3"3'-3" 11'-2" 10'-8" 12" 6'-10" 4'-4" 2'-10" 4'-2" 5'-4" 6'-6" 4'-6"14'-0"3'-9"15'-0"3'-9" 11'-11" 11'-11" 3'-3"3'-9" 2'-6"14'-0"24" 2'-6" 2'-6" 3'-9"3'-3" 3'-10"3'-10" 18" 3'-6" 4'-6" 24" 24"4'-0"12'-0" 5'-0" 24" ELEVATOR UP SHELF & POLE K N E E S P A C E DWTRASH SINK RANGE FRZR. REFR. W/C LAV POWDER CLG. 90 DINING CLG. 90 LIVING CLG. 90 GARAGE CLG. 90 ENTRY CLG. 90 SHELVES SHELVES KITCHEN CLG. 90 PANTRY CLG. 90 19'-0" DEEP X 17'-6" WIDE PARKING AREA TRASH WATER HEATER SHOWER INVERTER MICRO 20'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK 62" F.P. SCALE: 1/4" = 1'-0" LOWER LEVEL FLOOR PLAN CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/8" = 1'-0" Date: 2/6/23 Drawn: CSH 3 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:56 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln UPPER LEVEL FLOOR PLAN W D 13'-10"2'-6"5'-8"5'-6"8'-6"11'-6"10'-0"9'-4"5'-0" 6'-8"16'-4"7'-8"11'-8"13'-4"8"15'-6"5'-0" 3'-1"5'-0"71'-10"20'-1" 3'-1"76'-10"20'-1" 3'-6"5'-10"4'-6"6" 3'-1" 23'-10" 3'-1" 12'-2" 11'-8" 6'-1" 6'-1" 5'-6" 6'-2" 5'-0"20"2'-3"9'-6"21"2'-10" 18" 6'-4" 3'-10" 4'-0" 6'-8" 18" 3'-1" 23'-10" 3'-1" 7'-10" 4'-2" 11'-10" 3'-10" 4'-0" 6'-6" 16" 16'-0" 15" 5'-3" 14'-9" 15" 3'-10"4'-6"6'-0"5'-0" 24" 5'-8" 6'-2" 20"11'-10"4'-6"7'-8"5'-2"2'-4"4'-2"7'-0"7'-0"15'-6" 4'-0"18"2'-6"6'-0" 5'-6" 2'-4"20" 3'-10"24" 2'-3"9'-6"2'-1"3'-8"24"3'-8"22"4'-8"3'-10" 21"21" 3'-4" 3'-2" 8'-9 1/2" 8'-6 1/2" 24"11'-0"2'-6"3'-10"3'-10"3'-8"18"6'-6"21"9'-10"21" 36" 5'-2" 10" 6'-2" SHELF & POLE SHELF & POLE DN. ELEVATOR BATH 2 CLG. 80 W/C SHOWER LAV LAV LAV W/C SHOWER SHELF & POLE SHELF & POLE CLOSET CLG. 80 VENT LAUNDRY CLG. 80 SINK SLOPED CLG. 6:12 SLOPE 6:12 SLOPE SLOPED CLG. 6:12 SLOPE 6:12 SLOPE BEDROOM 2 CLG. 80 MASTER BATH CLG. 80 MASTER BEDROOM CLG. 88 HALL CLG. 80 36" FIREPLACE SHOWER SHELF & POLE SHELF & POLE DRESSER LAV LAV DECK DECK BENCH W/C MASTER CLOSET CLG. 80 UP CLG. 88 BEDROOM 3 BEDROOM 4 BATH 3 CLG. 80 +42" RAILING +42" RAILING +42" RAILING +42" RAILING +42" RAILING +42" RAILING 22"X30" ATTIC ACCESS ABOVE 20'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK SCALE: 1/4" = 1'-0" UPPER LEVEL FLOOR PLAN CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/4" = 1'-0" Date: 2/6/23 Drawn: CSH 4 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:57 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln THIRD LEVEL FLOOR PLAN 3'-1"6'-8"15'-10"25'-4"27'-0"24" 8'-8"16'-8"24'-0"3'-0" 4'-4"4'-4"4'-8"12'-0"8'-6"15'-6" 5'-1" 19'-10" 5'-1" 12'-0" 7'-10" 3'-1" 23'-10" 3'-1" 2'-0" 21'-10" 5'-10" 4'-2" 11'-10" 3'-1"5'-0"69'-10"22'-1" 17'-6"25'-4"24'-0"3'-0"24" 7'-6"3'-10"14'-0"8'-6"15'-6" 5'-6" 6'-4" 4'-2"4'-0"5'-8" 4'-4" 24" 15" 9'-6" 15" 2'-6"11'-6" 7'-4" 4'-6" 36" 21"7'-6"2'-3" 2'-3" ELEVATOR DN. W/C SHOWER LAV BATH 5 SLOPED CLG. BONUS ROOM SLOPED CLG. 3:12 SLOPE 3:12 SLOPE CABANA SLOPED CLG. 3:12 SLOPE 3:12 SLOPE UP ROOF DECK 3:12 SLOPE 3:12 SLOPE 3:12 SLOPE 3:12 SLOPE +42" RAILING +42" GLASS RAILING +42" WALL +42" WALL 5'-0" SETBACK AT THIRD FLOOR 5'-0" SETBACK AT THIRD FLOOR 15'-0" SETBACK AT THIRD FLOOR 3'-0" SETBACK 3'-0" SETBACK 15'-0" SETBACK AT THIRD FLOOR SCALE: 1/4" = 1'-0" THIRD LEVEL FLOOR PLAN CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/4" = 1'-0" Date: 2/6/23 Drawn: CSH 5 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:57 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln ROOF PLAN RIDGE 6:12 6:12 RIDGE 6:12 6:12 RIDGE 6:126:12 RIDGE 6:126:12 RIDGE 3:12 3:12 RIDGE 3:12 3:12 RIDGE 3:123:12 SLOPE 2% SLOPE 2% RIDGE 3:12 3:12 6:12 6:12 HIP HIP6:12 6:12 6:12 RIDGE SLOPE 2%3:123:12 12" 12" 12" 12" 3" 12" 3" 3" 3" 3" 3" 3'-0" 3'-0"3'-1" 3'-1" 3'-1" 12" 12" 12" 12" 3" 3" 3" VALLEY VALLEY ROOF DECK UP 38.00 T.O.W. 32.58 T.O.W. 32.58 TOP OF RAILING TOP OF RAILING TOP OF RAILING DECK V A L L E Y DOWNSPOUT LOCATIONS TYPICAL. CONNECT TO STORM DRAIN VALLEY VALLEYVALLEY SUNPOWER A-SERIES: A425 SOLAR PANELS TYPICAL AS SHOWN 15'-0" SETBACK AT THIRD FLOOR 20'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK 15'-0" SETBACK AT THIRD FLOOR3'-0" SETBACK 5'-0" SETBACK AT THIRD FLOOR 5'-0" SETBACK AT THIRD FLOOR DECK DRAIN DECK DRAIN DECK DRAIN SCALE: 1/4" = 1'-0" ROOF PLAN CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/8" = 1'-0" Date: 2/6/23 Drawn: CSH 6 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:57 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln EXTERIOR ELEVATIONS (FRONT, REAR & RIGHT) 9'-1" 8'-1" 29'-0" 9'-1" 9'-1" 29'-0" 13'-9" 7'-1" RIDGE 38.00 HOUSE F.F. 9.00 RIDGE 38.00 HOUSE F.F. 9.00 9'-1" 9'-1" 29'-0" 9'-1" 8'-8" 42" RAILING 13'-9" 23'-7" 9'-1" 7'-1" 8'-1" 29'-0" RIDGE 38.00 HOUSE F.F. 9.00 6 12 HOUSE F.F. 9.00 612 T.O.W. 32.58 RIDGE 38.00 9'-1" 8'-1" 29'-0" 9'-1" 8'-8" 29'-0" 42" 13'-9" 7'-1" 23'-7" 3 12 RIDGE 38.00 HOUSE F.F. 9.00 RIDGE 38.00 HOUSE F.F. 9.00 6 12 T.O.W. 32.58 SCALE: 1/4" = 1'-0" FRONT EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" REAR EXTERIOR ELEVATION **HEIGHT CERTIFICATION REQUIRED** CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/8" = 1'-0" Date: 2/6/23 Drawn: CSH 7 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:57 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln EXTERIOR ELEVATIONS (LEFT SIDE) 9'-1" 9'-1" 29'-0" 3'-6" RAILING 9'-1" 8'-8" 42" RAILING 23'-7" RAILING29'-0" 13'-9" RAILING 9'-1" 8'-1" 7'-1" 312 RIDGE 38.00 HOUSE F.F. 9.00 612 HOUSE F.F. 9.00 6 12 T.O.W. 32.58 RIDGE 38.00 SCALE: 1/4" = 1'-0" LEFT SIDE ELEVATION **HEIGHT CERTIFICATION REQUIRED** 2/6/23 9:57 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln N A L D E S N E C I L R O Y E V R U S D L I F O R N I A S T A T E O F C A RON MIEDEMA No. 4653 N 3556’10" W 115.00’ N 3556’10" W 100.00’ N 3556’10" W 100.00’ 30 . 0 0 ’ 30 . 0 0 ’ 8.07 8.08 TREE LINE P BBQ GARAGE RESIDENCE RESIDENCE RESIDENCE 7.73FL 8.23GF 8.30FS 13.26TW 8.3 0 F S SE W E R C O . 8.17TC 3"OUTLET 7.74 8.10 8.19 8.28 8.10TC 7.68FL 8.34 8.33 7.65FL 8.34FS 8.49GF 8.38FS 7.66FL 8.08TC CABLE TV WM SE W E R C O . 7.66FL 8.36FS 8.38 8.34 8.4 7.67FL 8.08TC 8.58 8.0NG 8.1NG 8.3NG 8.32 8.63FF CLEANOUT 8.2NG 8.3NG 8.32 13.27 T W 8.4 4 RID G E 32 . 9 9 8.6 3 RIDGE 34.69 RIDGE 34.58 10.73TW 8.57FS 13.38TW 11.68TW 10.74TW 8.15FS 8.23FS 7.99FS 6.69FS 6.52 11 . 7 2 T W 10.81TW 10. 8 8 T W 6.24TW 0.4NG 8.09TW 8.07FS 8.21 8.72FF 8.27FS 6.62 7.37 6.1 6 6.04TW 0.1NG 6.24 6.00FS 6.11TW 8.35 6.60FS 8.09FS 8.10TW 8.1 0 T W 8.1 5 F S 8.1 7.00TW 3.25TW 5.98TW 6.8 N G 8.23FS 3.7NG 3.2NG 1.3NG 3.17TW 6.0 4 T W 8.60FS 8.6 1 F S 8.64GF RIDGE 33.24 13.30T W 7.72FL 8.05TW RAMP RAMP RAMP DOCK DOCK DOCK 15.0 2.1 2.1 2.9 2.8 8.9 3.3 25.0 X 25.0 CO N C . CO N C . CONC. X CONC.CONC.CONC.CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC.CONC. P P CONC. CONC. CONC. CONC. CONC. CONC. CONC. X FE N C E X X X X X X X X X SEAWALL DETERIORATED AND LEANING P P X CONC. CONC. CONC. CONC. CONC. CO N C . CO N C . CO N C . CO N C . CO N C . P P CONC. CONC. CONC. CONC. CO N C . GM AC AC AC AC AC AC AC AC AC AC AC 2.9 5.0 4.5 0.5 PO S T N 5 3 3 6 ’ 3 8 " E 2 5 6 . 5 7 ’ N 5 3 3 6 ’ 3 8 " E 3 0 . 0 0 ’ N 3618’38" W 100.00’ N 5 3 3 6 ’ 3 8 " E 3 0 . 0 0 ’ N 3618’38" W 100.00’ 15 1 . 5 7 ’ 30 . 0 0 ’ 75 . 0 0 ’ 38 T H S T R E E T JOB: DATE: 8/15/2022 949 422-1869 CELL 949 858-2924 OFFICE LAGUNA HILLS, CA 92653 23016 LAKE FOREST DR. #409 RdM SURVEYING INC. RON MIEDEMA L.S. 4653 RDMSURVEYING@COX.NET DESCRIPTION LEGEND OWNER:TOPOGRAPHIC SURVEY LEGAL DESCRIPTION:ADDRESS OF PROJECT: BEFORE STARTING GRADING. MONUMENT PROPERTY CORNERS OR OFFSETS SURVEYOR OR ENGINEER SHALL PERMANENTLY X X 123.45 P.P. WM F.F. G.F. CONC. F.S. M.H. P A.C. T.G. MEAS. ELEVATIONS TOP-GRATE ASPHALT PLANTER MAN-HOLE FINISH SURFACE CONCRETE GARAGE FLOOR FINISH FLOOR WATER METER POWER POLE FENCE PROPERTY LINE BUILDING WALL DECK BRICK REC. BRG. & DIST. NATURAL GRADEN.G. BENCH MARK SCALE 1"=8’ 0’ 8’ 16’ 504 38TH STREET NEWPORT BEACH EASEMENT NOTE: THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT. UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. N 86 5 8 ’ 5 0 " W 2 . 6 2 ’ FD. S&W, LS7705 LOT 3 LOT 2 LOT 1 LOT 4 LOT 5 FINLEY AVENUE 1 8.10, 2 0.00, 4 8.43MH TIES, 11 8.31CP, 12 8.26CP, LOT 3 MAP OF CANAL SECTION M.M. 4/98 Al Cabraloff BENCH MARK: ELEVATION = 7.89 ON CHIS. BOX AS SHOWN ON PLAT ABOVE BASED ON NAVD 88 DATUM.8 OF SHEET SHEETS26 CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/4" = 1'-0" Date: 2/6/23 Drawn: CSH 9 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:57 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln LOWER LEVEL AREA CALCULATIONS 3'-1"76'-10"20'-1" 20'-6"56'-4" 6'-8"13'-10"2'-6"7'-8"5'-2"18'-6"22'-6" 3'-1" 23'-10" 3'-1" 3'-1"76'-10"20'-1" 27'-0"8'-10"41'-0" 20'-6"6'-6"18'-6"22'-6" 7'-0"8'-6"7'-0" 5'-0" 12" 4'-0" 3'-1" 22'-10" 4'-1" 1'-0" 21'-10" 12" 3'-1" 2'-3" 17'-4" 2'-3" 5'-0"20" 5'-0"15'-6"3'-3"3'-3" 11'-2" 10'-8" 12" 6'-10" 4'-4" 2'-10" 4'-2" 5'-4" 6'-6" 4'-6"14'-0"3'-9"15'-0"3'-9" 11'-11" 11'-11" 3'-3"3'-9" 2'-6"14'-0"24" 2'-6" 2'-6" 3'-9"3'-3" 3'-10"3'-10" 18" 3'-6" 4'-6" 24" 24"4'-0"12'-0" 5'-0" 24" ELEVATOR UP SHELF & POLE K N E E S P A C E DWTRASH SINK RANGE FRZR. REFR. W/C LAV POWDER CLG. 90 DINING CLG. 90 LIVING CLG. 90 GARAGE CLG. 90 ENTRY CLG. 90 SHELVES SHELVES KITCHEN CLG. 90 PANTRY CLG. 90 19'-0" DEEP X 17'-6" WIDE PARKING AREA TRASH WATER HEATER SHOWER INVERTER MICRO 20'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK 62" F.P. TOTAL FIRST LEVEL SF A: 1,269 sq ft GARAGE SF A: 471 sq ft OPEN SPACE SF A: 45 sq ft SCALE: 1/4" = 1'-0" LOWER LEVEL AREA CALCULATIONS CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/4" = 1'-0" Date: 2/6/23 Drawn: CSH 10 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:57 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln UPPER LEVEL AREA CALCULATIONS W D 13'-10"2'-6"5'-8"5'-6"8'-6"11'-6"10'-0"9'-4"5'-0" 6'-8"16'-4"7'-8"11'-8"13'-4"8"15'-6"5'-0" 3'-1"5'-0"71'-10"20'-1" 3'-1"76'-10"20'-1" 3'-6"5'-10"4'-6"6" 3'-1" 23'-10" 3'-1" 12'-2" 11'-8" 6'-1" 6'-1" 5'-6" 6'-2" 5'-0"20"2'-3"9'-6"21"2'-10" 18" 6'-4" 3'-10" 4'-0" 6'-8" 18" 3'-1" 23'-10" 3'-1" 7'-10" 4'-2" 11'-10" 3'-10" 4'-0" 6'-6" 16" 16'-0" 15" 5'-3" 14'-9" 15" 3'-10"4'-6"6'-0"5'-0" 24" 5'-8" 6'-2" 20"11'-10"4'-6"7'-8"5'-2"2'-4"4'-2"7'-0"7'-0"15'-6" 4'-0"18"2'-6"6'-0" 5'-6" 2'-4"20" 3'-10"24" 2'-3"9'-6"2'-1"3'-8"24"3'-8"22"4'-8"3'-10" 21"21" 3'-4" 3'-2" 8'-9 1/2" 8'-6 1/2" 24"11'-0"2'-6"3'-10"3'-10"3'-8"18"6'-6"21"9'-10"21" 36" 5'-2" 10" 6'-2" SHELF & POLE SHELF & POLE DN. ELEVATOR BATH 2 CLG. 80 W/C SHOWER LAV LAV LAV W/C SHOWER SHELF & POLE SHELF & POLE CLOSET CLG. 80 VENT LAUNDRY CLG. 80 SINK SLOPED CLG. 6:12 SLOPE 6:12 SLOPE SLOPED CLG. 6:12 SLOPE 6:12 SLOPE BEDROOM 2 CLG. 80 MASTER BATH CLG. 80 MASTER BEDROOM CLG. 88 HALL CLG. 80 36" FIREPLACE SHOWER SHELF & POLE SHELF & POLE DRESSER LAV LAV DECK DECK BENCH W/C MASTER CLOSET CLG. 80 UP CLG. 88 BEDROOM 3 BEDROOM 4 BATH 3 CLG. 80 +42" RAILING +42" RAILING +42" RAILING +42" RAILING +42" RAILING +42" RAILING 22"X30" ATTIC ACCESS ABOVE 20'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK 3'-0" SETBACK UPPER LEVEL SF A: 1,461 sq ft DECK SF A: 139 sq ft MSTR. DECK SF A: 119 sq ft OPEN SPACE SF A: 122 sq ft OPEN SPACE SF A: 142 sq ft SCALE: 1/4" = 1'-0" UPPER LEVEL AREA CALCULATIONS CRA I G S. HAM P T O N I N C O R P O R A T E D DE S I G N I N G Q U A L I T Y C U ST O M H O M E S S I N C E 19 7 9 55 0 0 E. Q UA R T E R S A W N S TR E E T ~ BOI S E , IDA H O 83 7 1 6 (9 4 9 ) 2 0 9 -88 8 3 cr a i g @ c r a i g s h a m p t o n . c o m ww w . c r a i g s h a m p t o n . c o m 50 4 38 TH STR E E T , NEW P O R T BEA C H , CAL I F O R N I A CUS T O M RES I D E N C E FOR AL & DIA N N E CAB R A L O F F 11 0 7 ARD E N ROA D PAS A D E N A , CA 91 1 0 6 (21 3 ) 70 5 -56 8 4 Scale: 1/4" = 1'-0" Date: 2/6/23 Drawn: CSH 11 OF SHEET SHEETS26 Job:504 38TH STREET 2/6/23 9:57 AM 504 38TH STREET_CABRALOFF_DESIGN PACKAGE_REV1.pln THIRD LEVEL AREA CALCULATIONS 3'-1"6'-8"15'-10"25'-4"27'-0"24" 8'-8"16'-8"24'-0"3'-0" 4'-4"4'-4"4'-8"12'-0"8'-6"15'-6" 5'-1" 19'-10" 5'-1" 12'-0" 7'-10" 3'-1" 23'-10" 3'-1" 2'-0" 21'-10" 5'-10" 4'-2" 11'-10" 3'-1"5'-0"69'-10"22'-1" 17'-6"25'-4"24'-0"3'-0"24" 7'-6"3'-10"14'-0"8'-6"15'-6" 5'-6" 6'-4" 4'-2"4'-0"5'-8" 4'-4" 24" 15" 9'-6" 15" 2'-6"11'-6" 7'-4" 4'-6" 36" 21"7'-6"2'-3" 2'-3" ELEVATOR DN. W/C SHOWER LAV BATH 5 SLOPED CLG. BONUS ROOM SLOPED CLG. 3:12 SLOPE 3:12 SLOPE CABANA SLOPED CLG. 3:12 SLOPE 3:12 SLOPE UP ROOF DECK 3:12 SLOPE 3:12 SLOPE 3:12 SLOPE 3:12 SLOPE +42" RAILING +42" GLASS RAILING +42" WALL +42" WALL 5'-0" SETBACK AT THIRD FLOOR 5'-0" SETBACK AT THIRD FLOOR 15'-0" SETBACK AT THIRD FLOOR 3'-0" SETBACK 3'-0" SETBACK 15'-0" SETBACK AT THIRD FLOOR DECK SF A: 530 sq ft COVERED CABANA SF A: 102 sq ft TOTAL THIRD LEVEL SF A: 370 sq ft SCALE: 1/4" = 1'-0" THIRD LEVEL AREA CALCULATIONS PO BOX 7326 NEWPORT BEACH, CA 92663 714-975-1434 RYAN@RYANDBURRESS.COM RYAN BURRESS INC NOTICE TO CONTRACTORS: �CONTRACTORS SHALL NOTIFY RYAN BURRESS INC. OF ANY ERRORS, OMISSIONS, DISCREPANCIES, OR SPECIFICATIONS SO THAT RYAN BURRESS INC CAN CORRECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. �ALL WORK SHALL BE DONE IN COMPLIANCE OF LOCAL CODES AND STANDARD INDUSTRY PRACTICE. �ALL WORKMANSHIP SHALL BE OF QUALITY TO PASS INSPECTIONS BY APPLICABLE LOCAL AUTHORITIES. �THE CONTRACTOR SHALL SUBMIT ALL "SUBSTITUTIONS OR EQUALS" FOR APPROVAL TO RYAN BURRESS INC �DO NOT SCALE DRAWINGS SHEET INDEXLANDSCAPE DESIGNER 50 4 3 8 T H S T CLIENT INFORMATION AL & DIANE CABRALOFF 1107 ARDEN ROAD PASADENA, CA 91106 213-705-5684 LOT# 3 APN# 423 065 08 L-01-CONSTRUCTION PLAN L-02-CONSTRUCTION DETAILS L-03-IRRIGATION PLAN L-04-LIGHTING PLAN L-05-PLANTING PLAN L-06-POOL PLAN L-07-DRAINAGE PLAN PROJECT DESCRIPTION THIS PROJECT WILL BE A NEW SINGLE FAMILY RESIDENCE. SEE IRRIGATION PLANS FOR APPENDIX H COMPLIANCE FOR LANDSCAPE ORDINANCE SCOPE OF WORK: �NEW FLATWORK �NEW BBQ �NEW PLANTING �NEW LIGHTING LANDSCAPE AREA TOTALS: �TOTAL LOT AREA = 3,000 sqft �TOTAL HOUSE FOOTPRINT (INCLUDING GARAGE / PORCH) = 1,959 sqft �TOTAL "LANDSCAPE AREA" (PER CHAPTER 14.17 OF CNBMC) = 104 sqft �TOTAL "NON-LANDSCAPE" AREA (PER CHAPTER 14.17 OF CNBMC) = 937 sqft �TOTAL LAWN AREA= 0 (0 sqft -IS PART OF THE "LANDSCAPE AREA" TOTAL) �POOL/SAP AREA = 0 sqft (INCLUDED IN "LANDSCAPE AREA" TOTAL) PER CHAPTER 14.17 OF CITY OF NEWPORT BEACH MUNICIPAL CODE- "NEW OR REHABILITATED LANDSCAPE PROJECTS WITH AN AGGREGATE "LANDSCAPE AREA" OF 2,500 SQFT OR LESS MAY COMPLY WITH THE PERFORMANCE REQUIREMENTS OF THIS ORDINANCE OR CONFORM TO THE PERSCRIPTIVE MEASURES CONTAINED IN APPENDIX "H" OF THE DESIGN STANDARDS." VICINITY MAP CABRALOF RESIDENCE November 16, 2022 504 38th ST, NEWPORT BEACH, CA 92663 01L RYAN D. BURRESS November 16, 2022 CO N S T R U C T I O N P L A N PUBLIC WORKS NOTES AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY A PUBLIC WORKS ENCROACHMENT PERMITINSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURRONDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT BOX WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODE 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE RECONSTRUCTION WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT-OF-WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT-OF-WAY. N ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMRPOVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 SCALE - 3/16" = 1' CALLOUT DESCRIPTION 1 INSTALL NEW GATES PER PLAN. SEE SHEET L-02 FOR GATE DETAILS 2 EXISTING WALL TO BE SMOOTH COAT STUCCO WHITE 3 INSTALL BEAUFORD LIMESTONE PATIO. LIMESTONE CAN BE PURCHASED FROM ECO OUTDOOR LA. TILE TO BE SET ON CONCRETE SUB-BASE. CONCRETE TO BE WATERPROOFED WITH COMPOSEAL GOLD OR EQUIVELANT PRIOR TO TILE INSTALLATION. GROUT COLOR TO BE URBAN PUTTY. SEAL ALL TILE WITH DRYTREAT SK- 40 UPON FINAL WASH. 4 EXISTING WALL TO BE SMOOTH COAT STUCCO WHITE 5 NEW SEAWALL AND STEPS PER STRUCTURAL AND ARCHITECTURAL PLANS. PERMITS AND PLANS BY OTHERS. 6 MIAMI BUFF CONCRETE WITH LIGHT ACID WASH FINISH 1 1 4 6 3 2 5 3 6 6 CABRALOF RESIDENCE November 16, 2022 504 38th ST, NEWPORT BEACH, CA 92663 02L RYAN D. BURRESS November 16, 2022 CO N S T R U C T I O N D E T A I L S PUBLIC WORKS NOTES AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY A PUBLIC WORKS ENCROACHMENT PERMITINSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURRONDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT BOX WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODE 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE RECONSTRUCTION WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT-OF-WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT-OF-WAY. N ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMRPOVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 1 GATE DETAIL- WINDSOR ONE scale: NTS GATE DETAIL 6' - 0 " VARIES 1)GATE JAMBS TO BE 2X6 WINDSOR ONE 2)2 PANEL SHAKER STYLE DOOR. DOOR TO BE PAINTED WITH MARINE GRADE PAINT. PROVIDE COPPER OR STAINLESS CAP. VERIFY WITH OWNER FOR TYPE OF HARDWARE. 3)PROVIDE SPRING LOADED HINGES 4)2" MAX GROUND CLEARANCE 5)ALL GATES TO BE OUTSWINGING. CABRALOF RESIDENCE November 16, 2022 504 38th ST, NEWPORT BEACH, CA 92663 03L RYAN D. BURRESS November 16, 2022 IR R I G A T I O N P L A N PUBLIC WORKS NOTES AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY A PUBLIC WORKS ENCROACHMENT PERMITINSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURRONDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT BOX WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODE 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE RECONSTRUCTION WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT-OF-WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT-OF-WAY. N ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMRPOVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 SCALE - 3/16" = 1' PRESSURE COMPENSATING FULL-CIRCLE BUBBLER RAINBIRD 1400 ON A 1804 POP-UP 1" LARGE CAPACITY FILTER WITH VALVE INSTALLED IN VALVE BOX XFS SUB-SURFACE DRIPLINE TYPICAL ODD CURVE LAYOUT XFS SUB-SURFACE DRIPLINE IRREGULAR SHAPED LAYOUT QF HEADER XFS SUB-SURFACE DRIPLINE MULTIPLE TREE / SHRUB DETAIL XFS SUB-SURFACE DRIPLINE SLOPED LAYOUT XFS SUB-SURFACE DRIPLINE CENTER FEED LAYOUT QF HEADER 1806 POP-UP SPRAY SPRINKLER WITH ROTARY NOZZLE ESP-ME MODULAR HYBRID CONTROLLER OUTDOOR MODEL 1 2 3 4 5 6 7 8 9 10 ELECTRIC REMOTE-CONTROL VALVE ASVF SERIES APPENDIX H PRESCRIPTIVE COMPLIANCE OPTION (A) This appendix contains prescriptive requirements which may be used as a compliance option to the Ordinance. (B) Compliance with the following items is mandatory and must be documented in a landscape plan in order to use the prescriptive compliance option: (1) Submit a Landscape Documentation Package which includes the following elements: (a) Date (b) Project applicant (c) Project address (if available, parcel and/or lot number (s)) (d) Total landscape area (square feet), including a breakdown of turf and plant material (e) Project type (e.g., new, rehabilitated, public, private, cemetery, homeowner-installed) (f) Water supply type (e.g., potable, recycled, well) and identify the local retail water purveyor if the applicant is not served by a private well (g) Contact information for the project applicant and property owner (h) Applicant signature and date with statement, “I agree to comply with the requirements of the prescriptive compliance option to the MWELO ” (2) Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six inches into landscape area (unless contra-indicated by a soil test); (3) Plant material shall comply with all of the following: (a) For residential areas, install climate adapted plants that require occasional, little or no summer water (average WUCOLS plan factor 0.3) for 75% of the plant area excluding edibles and areas using recycled water; For non-residential areas, install climate adapted plants that require occasional, little or no summer water 38 (average WUCOLS plan factor 0.3) for 100% of the plant area excluding edibles and areas using recycled water; (b) A minimum three inch (3”) layer of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. APPENDIX H CONT'D.. (4) Turf shall comply with all of the following: (a) Turf shall not exceed 25% of the landscape area in residential areas, and turf shall not be planted in non-residential areas (b) Turf shall not be planted on sloped areas which exceed a slope of 1 foot vertical elevation change for every 4 feet of horizontal length; (c) Turf is prohibited in parkways less than 10 feet wide, unless the parkway is adjacent to a parking strip and used to enter and exit vehicles. Any turf in parkways must be irrigated by sub-surface irrigation, or by other technology that creates no overspray or runoff. (5) Irrigation systems shall comply with the following: (a) Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data (b) Irrigation controllers shall be of a type which does not lose programming data in the event the primary power source is interrupted. (c) Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturers recommended pressure range. (d) Manual shut-off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed as close as possible to the point of connection of the water supply. (e) All irrigation emission devices must meet the requirements set in the ANSI standard, ASABE/ICC802-2014. “Landscape irrigation Sprinkler and Emitter Standard.” All Sprinkler heads installed in the landscape must document a distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. (C) At the time of final inspection, the permit applicant must provide the 39 owner of the property with a certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance BY SIGNING BELOW I AGREE TO ALL PROVISIONS PROVIDED IN THE APENDIX "H" OF THE NEWPORT BEACH LANDSCAPE ORDINANCE SIGN___________________________________ DATE___________________________________ RYAN D. BURRESS November 16, 2022 CABRALOF RESIDENCE November 16, 2022 504 38th ST, NEWPORT BEACH, CA 92663 04L RYAN D. BURRESS November 16, 2022 LI G H T I N G P L A N PUBLIC WORKS NOTES AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY A PUBLIC WORKS ENCROACHMENT PERMITINSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURRONDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT BOX WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODE 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE RECONSTRUCTION WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT-OF-WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT-OF-WAY. N ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMRPOVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 SCALE - 3/16" = 1' SYMBOL DESCRIPTION MODEL WATTAGE FINISH QUANTITY WALL WASH LC - 3LED - FB LED 3W BLACK UP LIGHT MP - LED203FL - FB LED 3W BLACK PATH LIGHT M-PL - 1LED - FB LED 2W BLACK STEP LIGHT MO - 3LED - SQ - FB LED 4.2W BLACK TRANSFORMER PX - 300 - T - SS 300 WATT SS 3" PVC SLEEVING DIRECT BURIAL WIRE WW UP PL SL TRANS LED WATTAGE CONSUMPTION CHART 1 LED= 2.0 WATTS / 2.4 VOLT-AMPERE LED20W= 4.0 WATTS / 4.2 VOLT-AMPERE LED35W= 5.0 WATTS / 5.3 VOLT-AMPERE LED50W= 6.0 WATTS / 6.5 VOLT-AMPERE SPECIFICATION KEY: NP 1LED LS BZ MODEL ACCESSORIES/ OPTLAMP TYPE FINISH 1)THIS PLAN IS INTENDED FOR LANDSCAPE LIGHTING PURPOSES ONLY. ALL LIGHTING FIXTURES AND TRANSFORMERS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN COMPLIANCE WITH ALL LOCAL BUILDING SAFETY CODES AND ORDINANCES. 2)FIXTURES ARE SHOWN IN APPROXIMATE LOCATION. THE CONTRACTOR SHOW FIELD VERIFY THE ACTUAL PLACEMENT OF EACH FIXTURE UPON COMPLETION OF LANDSCAPE INSTALLATION. 3)ALL PATH LIGHTS ARE TO BE INSTALLED AT A MINIMUM OF 12 INCHES FROM ANY SIDEWALK OR VERTICAL STRUCTURE. 4)ALL LOW-VOLTAGE DIRECT BURIAL WIRE TO BE INSTALLED AT >/= 6" BELOW FINISH GRADE PER ELECTRICAL CODE. 5)IN ORDER TO MINIMIZE FUTURE DISTURBANCE, ALL WIRE RUNS SHALL BE INSTALLED PARALLEL AND ADJACENT TO HARD SURFACES SUCH AS SIDEWALKS DRIVEWAYS AND WALLS. 6)THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL HARDSCAPE SURFACES USING A MINIMUM 1 INCH PVC PIPE. 7)ALL UNDERGROUND SPLICES SHALL BE UL-486RATED AND INSTALLED IN UNDERGROUND J-BOXES WITH WATER TIGHT CONNECTIONS LEAVING 12 INCHES OF EXCESS WIRE SLACK. 8)ALL EXTERIOR 120 - VOLT ELECTRICAL OUTLETS SHALL BE GFI PROTECTED AS PER NATIONAL ELECTRICAL CODE 9)ALL TRANSFORMERS PLUGGED INTO AN OUTDOOR RECEPTACLE SHALL HAVE AN "IN USE" COVER. CONTRACTOR SHALL INSTALL TAYMAC TYPE COVERS AT ALL OUTLETS. 10)ALL PLUG-IN TRANSFORMERS SHALL HAVE A DRIP LOOP IN THE POWER CORD. 11)ALL EXPOSED CONDUIT'S SHALL BE PAINTED TO MATCH SURROUNDINGS. 12)THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE FIXTURES AT NIGHT TO HELP ELIMINATE GLARE AND TO ENSURE OPTIMUM LIGHTING EFFECT. 13)CONTRACTOR TO VERIFY A MINIMUM OF 10 VOLTS AT THE LAST AT THE LAST FIXTURE FOR OPTIMAL OPERATION. 14)CONTRACTOR TO CENTER FEED THE SYSTEM WHEN AT ALL POSSIBLE and VERIFY ALL WIRE CONNECTIONS ARE AT THE FIXTURES. 15)ALL WIRE CONNECTIONS AT FIXTURES SHALL BE MADE USING WATER TIGHT CONNECTIONS. GENERAL LIGHTING NOTES UP UP UP UP UP UP UP UP UP UP UP UP UPUPUPUP CABRALOF RESIDENCE November 16, 2022 504 38th ST, NEWPORT BEACH, CA 92663 05L RYAN D. BURRESS November 16, 2022 PL A N T I N G P L A N PUBLIC WORKS NOTES AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY A PUBLIC WORKS ENCROACHMENT PERMITINSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURRONDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT BOX WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODE 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE RECONSTRUCTION WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT-OF-WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT-OF-WAY. N ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMRPOVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 SCALE - 3/16" = 1' 1 2 3 4 5 LARGE TREE DETAIL (2"+ CALIPER) SMALL TREE DETAIL (2"- CALIPER) TYPICAL SHRUB/PERENNIAL DETAIL TREE PLANTING ON SLOPE DETAIL EVERGREEN TREE PLANTING DETAIL NOTES 1. Determine exact locations of all underground utilities and verify in field. Report any conflicts to engineer prior to beginning work. 2. Inform architect or designer as each phase of work is undertaken. 3. Contractor is responsible for maintaining current conditions on site. Any damage that occurs to site during construction is contractor's responsibility without expense to owner. 4. Protect existing vegetation including all existing parkway and interior trees. Replace damaged vegetation with approved similar material. 5. Carefully maintain present grade dripline of all existing trees to remain. Prevent any disturbance of existing trees. Use tree protection where indicated. Protect existing trees to remain in place against unnecessary cutting, breaking or skinning of roots, bruising of bark or smothering of trees. Driving, parking, dumping, stockpiling and/or storage of vehicles, equipment, supplies, materials or debris on top of the root zones and/or within the dripline of existing trees or other plant material to remain is strictly prohibited. 6. Maintain site drainage during landscape installation. 7. Prior to landscape installation, verify planting areas are graded at +/- 0.1 foot to finish grade. 8. Finish grade to 1" below finish paving surface in lawn areas and 2" below in planting areas. 9. Regrade and seed all lawn areas disturbed during construction that are not called out to be sodded or planted. Cover seeded areas with a biodegradable mulch blanket. This will not be paid for separately but shall be considered included in the cost of the planting items .Io. Confirm all plant quantities. Provide plant materials sufficient to cover areas shown on plans at the spacings indicated. 11. Provide single trunk standard trees unless noted otherwise 12. Provide identification tag from the supplying nursery showing common and botanical plant names for at least one plant of each species delivered to the site. Protect all plants against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness more than one day. 13. Do not damage plant root ball during transportation or planting. 14. Notify the architect/designer at the time of delivery of any plant material that is damaged or in poor condition. 15. Architect/designer reserves the right to inspect all plant materials before planting. Material may be rejected at any time due to condition, form or damage before or after planting. 16. Remove all rock and debris 1" and larger from planting areas. Legally dispose all excess materials resulting from the work. 17. Remove aggregate to an adequate depth to ensure that no part of the plant material is in contact or affected by the lime in the aggregate as approved by architect. 18. In planting soil pit, remove any crushed aggregate to an adequate depth to ensure that no part of the plant material is in contact or affected by the lime or limestone in the aggregate 19. Provide new topsoil that is fertile, friable and natural loam surface soil, reasonably free of subsoil, clay, clay lumps, brush, weeds, and other litter and free of roots, stumps, stones larger than 2" in any dimension and other extraneous or toxic matter harmful to plant growth. Obtain topsoil from local sources or from areas having similar soil characteristics to that necessary for vigorous growth of specified plantings. Obtain topsoil that occurs in a depth of not less than 6". Do not obtain soil from bogs or marshes. See special provisions. 20. Mix compost and fertilizers with topsoil on a site specific basis at rates appropriate for plantings in accordance with the special provisions. 21. Stake location of all trees, hedge lines and planting beds and notify architect for review prior to planting. 22. The planting plans are diagrammatic. Spot plant materials approximately as shown on the landscape drawing and notify engineer for review before removing from containers. 23. Install all plant material in accordance with details and specifications. 24. Remove all plant tying material and marking tapes at the time of planting. 25. Install a min 3" layer of bark mulch around all trees and shrubs and in all planting areas unless noted otherwise. Create a natural spaded edge where planting beds meet turf areas. See special provisions. 26. Install a l" mushroom compost layer around all trees and shrubs and in all planting areas unless otherwise noted. 27. Water all plants immediately after planting. Flood plants twice during first twenty-four- hour period of planting. 28. Guy and stake trees, as directed by architect, immediately after planting. Provide a minimum of two guy wires per tree on the uphill side of trees planted on slopes steeper than 3:1. 29. Prune all deciduous shade trees for a minimum lowest branch height of 5 feet. 30. Install and maintain sod to prevent evident seams. 31. Protect seeded areas and slopes against erosion and seed loss due to birds and other wildlife by applying short term, biodegradable erosion control blankets, mats, and/or netting after completion of seeding operations. Adhere to manufacturer's specifications for required placement and staking. 32. All water main work must be completed prior to the installation of any proposed landscaping. 33. No trees may be planted over water mains less than 24-inch diameter unless they reach a maximum mature height of 30 feet and a maximum mature root depth of 30 inches. Potential plantings that meet this requirement include the following: A. Ornamental shrubs or bushes meeting the mature height and mature root depth as previously stated. B. Flowers or other non-woody herbaceous plants. C. Above ground, removable planting containers that can be moved by construction equipment in the event that water main repair js required. 34. Existing trees planted above water mains that do not meet these requirements do not need to be removed. However, if such existing trees are removed, all proposed trees installed in their place must meet the above-mentioned requirements. Should it be necessary for the department of water management to access any of its facilities, the department of water management shall only be responsible for typical pavement, sidewalk and grass restoration. 35. No plant material shall be installed before below-ground irrigation system components have been installed and are operational. 36. Trees and shrubs must be installed prior to perennials and grasses to establish proper layout and to avoid damage to other smaller plantings 37. Turf does not exceed 25% of the landscape area, and turf will not be planted in non- residential areas 38. Incorporate compost at a rate of at least 4 cubic yards per 1,000 square feet, to a depth of 6" into landscape area, unless contradicted by a soils test, and or recommendation from soils engineer. SYMBOL COMMON NAME BOTANICAL NAME SIZE QUANTITY HEIGHTLNLAURELLAURUS NOBILIS 'SWEET BAY'15 GAL 2 48"BW BOXWOOD BUXUS WINTERGEM 'SPHERE'5 GAL 4 24"WP PRIVET LIGUSTRUM TEXANUM 5 GAL 23 36"CF JASMINE JASMINUM OFFICINALE 1 GAL 7 VINE FL O A T I N G D O C K , P I L I N G & G A N G W A Y RE P L A C E M E N T L O C A T E D A T : 50 4 3 8 T H S T R E E T NE W P O R T B E A C H , C A 9 2 6 6 3 AL & D I A N E C A B R A L O F F 11 0 7 A R D E N R O A D PA S A D E N A , C A 9 1 1 0 6 PRELIMINARY FOR CDP PR E L I M I N A R Y F O R C D P S-1 1 2 FL O A T I N G D O C K , P I L I N G & G A N G W A Y RE P L A C E M E N T L O C A T E D A T : 50 4 3 8 T H S T R E E T NE W P O R T B E A C H , C A 9 2 6 6 3 AL & D I A N E C A B R A L O F F 11 0 7 A R D E N R O A D PA S A D E N A , C A 9 1 1 0 6 PRELIMINARY FOR CDP PR E L I M I N A R Y F O R C D P S-2 B B SECTION A A SECTION FL O A T I N G D O C K , P I L I N G & G A N G W A Y RE P L A C E M E N T L O C A T E D A T : 50 4 3 8 T H S T R E E T NE W P O R T B E A C H , C A 9 2 6 6 3 AL & D I A N E C A B R A L O F F 11 0 7 A R D E N R O A D PA S A D E N A , C A 9 1 1 0 6 PRELIMINARY FOR CDP PR E L I M I N A R Y F O R C D P S-3 12 PILE SCHEDULE PILE NO. PILE SIZE NO. OF STRANDS DIA OF STRANDS PILE LENGTH L min (ft) PILE EMBED INTO DREDGE LINE D min (ft) DESIGN MOMENT MU (ft-kips) DESIGN SHEAR VU(kips) SECTION FL O A T I N G D O C K , P I L I N G & G A N G W A Y RE P L A C E M E N T L O C A T E D A T : 50 4 3 8 T H S T R E E T NE W P O R T B E A C H , C A 9 2 6 6 3 AL & D I A N E C A B R A L O F F 11 0 7 A R D E N R O A D PA S A D E N A , C A 9 1 1 0 6 PRELIMINARY FOR CDP PR E L I M I N A R Y F O R C D P S-4 PR O P O S E D S E A W A L L LO C A T E D A T : 50 4 3 8 T H S T R E E T NE W P O R T B E A C H , C A 9 2 6 6 3 AL & D I A N E C A B R A L O F F 11 0 7 A R D E N R O A D PA S A D E N A , C A 9 1 1 0 6 PRELIMINARY FOR CDP PR E L I M I N A R Y F O R C D P SW-0 PR O P O S E D S E A W A L L LO C A T E D A T : 50 4 3 8 T H S T R E E T NE W P O R T B E A C H , C A 9 2 6 6 3 AL & D I A N E C A B R A L O F F 11 0 7 A R D E N R O A D PA S A D E N A , C A 9 1 1 0 6 PRELIMINARY FOR CDP PR E L I M I N A R Y F O R C D P SW-1 NOTE : (* ) (* ) PR O P O S E D S E A W A L L LO C A T E D A T : 50 4 3 8 T H S T R E E T NE W P O R T B E A C H , C A 9 2 6 6 3 AL & D I A N E C A B R A L O F F 11 0 7 A R D E N R O A D PA S A D E N A , C A 9 1 1 0 6 PRELIMINARY FOR CDP PR E L I M I N A R Y F O R C D P SW-2