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Home My WebLink AboutPA2020-360_20210415_PLANS_APPROVEDwm GM SS SSSSSSSSSSSSS SITE PLAN 1 PROJECT INFORMATION AND SITE PLAN 1/8"=1'-0"A_0.1NPROJECT ADDRESS:80 LINDA ISLE LEGAL DESCRIPTION:APN: 050 451 39 OWNER: PROJECT DESCRIPTION:NEW SINGLE FAMILY RESIDENCE WITH 4 BEDROOMS, 4.5 BATHROOMS, & 3-CAR GARAGE, UPGRADED SEAWALL, AND NEW DOCK. OCCUPANCY:GROUP R-3/U NUMBER OF STORIES:2 CONSTRUCTION:TYPE V-B ZONING DISTRICT:R-1 SINGLE UNIT RESIDENTIAL DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: JR WALZ 510 LARKSPUR AVE, CORONA DEL MAR, CA 92625 949.836.5977, WALZ.JR@GMAIL.COM CHRISTIAN FANTICOLA 1422 EDINGER AVE. #150, TUSTIN, CA 92780 949.400.8777 ARCHITECTURAL A_0.1-3A_1.0 A_1.1 A_1.2 A_2.0-1 A_3.0-1A_4.0-3A_5.0-1A_6.0 LIST OF DRAWINGS PROJECT DATA CONTACTS LOCATION MAP SITE PLAN / PROJECT INFOFLOOR 1 PLAN FLOOR 2 PLAN ROOF PLANEXT. ELEVATIONS SECTIONS DETAILS RCP DOOR & WINDOW SCHEDULE HOME OWNERS ASSOC.:LINDA ISLE COMMUNITY ASSOCIATION GLAZING NUMBER WORK POINT ELEVATION CONTROL INTERIOR ELEVATION NORTH ARROW CENTER LINE PROPERTY LINE HIDDEN/CONCEALED LINE SPOT ELEVATION DIMENSIONS GRIDLINES ELEVATION BUILDING SECTION DETAIL/WALL SECTIION DETAIL ENLARGEMENT DOOR NUMBER NEW CONSTRUCTION 1 HOUR CONSTRUCTION DRAWING SYMBOLS FANTICOLA.LINDA ISLEABBREVIATIONS A @ at abv. above AFF Above Finish Floor A.D. Area Drain avg. Average B Bd. Board Blw. Below Bldg. Building Bm. Beam BTU British Thermal Unit C CFM Cubic Feet per Minute CIP Cast in place CMU Concrete masonry Unit Conc. Concrete Cont.Continuous D Dn Down DWV Drain/Waste Vent E Elasto. Elastomeric (E)Existing F FAU Forced Air Unit FF Finish Floor FIN Finish FJ Floor Joist FG Finish Grade FO Face of_ FOP Face of Plywood FOS Face of Stud FOF Face of Framing G Ga. Guage Galv. Galvanized gyp. Gypsum GSM Galv. Sheet Mtl. GWB Gypsum Wallboard H HVAC Heating, Ventilation and Air Conditioning Unit I Inv. Invert J K L LPG Liquified Petroleum Gas M Mfg. Manufactur(er) Mtl. Metal Min. Minimum N nic Not In Contract (N)New O o/ Over OD Outside Diameter ODU Out Door Unit OSB Oriented Strand Board P Ptd.Painted PV Plumbing Vent PW Plywood R Req. Required RJ Roof Joist RR Roof Rafter Rm Room S S.D. Storm Drain SF Square Feet SC Scupper Stl.Steel SS Stainless Steel T TO Top of_ TOFF Top of Finish Floor TOR Top of Roof Typ. Typical T.G. Top of Grate TPS Top of Plywood Sheathing U UL Underwriters Labratories UNO Unless Noted Otherwise V W Wd. Wood w/ With WH Water Heater X Y CITY OF NB NOTES 1.ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2.PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT 3.POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS 4.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. PROPOSED MAX. HEIGHT:23.68' CERIFICATION REQ'D PARKING:3 COVERED SCOPE OF WORK AREA CALCS: LIVING AREA (SF): -LIVING 1: 2352 -LIVING 2:2847 TOTAL LIVING:5,199 -GARAGE:629 TOTAL AREA:5,828 LANDSCAPE AREA:220 N 1 3 24 80 LINDA ISLE 2-STORY SINGLE FAMILY DWELLING FF: 10.53' ENERGY T24.1-2 ENERGY COMPLIANCE STRUCTURALSN GENERAL NOTESST1-6 TYPICAL DETAILSS1 FOUNDATIONS2FLOOR FRAMING PLANS3ROOF FRAMING PLANSD1-3.0 DETAILS 050 451 39 Scale:JR WALZ 510 LARKSPUR AVENUE CORONA DEL MAR, CA 92625 949.836.5977 WALZ.JR@GMAIL.COM WALZ : ARCHITECTURE LLC Client:Project:Legal Description:Date:THIS DRAWING IS THE PROPERTY OF JR WALZ, AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. BY Corrections/Changes:# REVISIONSDATE Seal/Signature:HOA RECHECK Issued For:Drawing No:Consultants:Note:Drawing:02.26.2020CHRISTIAN FANTICOLA FANTICOLA.LINDA ISLE 80 LINDA ISLE NOTE: SETBACKS ARE MEASURED T0 FACE OF EXTERIOR FINISH PROPERTY LINE 124.00'PROPERTY LINE 45.00'PROPERTY LINE 45.00'DN 3R 4'-0"4'-0"25'-0" (E)DRIVEWAY & PAVING TO REMAIN 4'-0"(E)SIDEWALK(E)PLANTER(E)PLANTER(E)PLANTER CONCRETE SIDE YARD (PER CIVIL) CONCRETE SIDE YARD (PER CIVIL) PLANTER PLANTER 10.90 TW 10.30 FS 10.90 TW GANGWAY (BY OTHERS)10.20 FS 10.90 TW (E)8.69 FS 12.19 TR3'-0"3'-0"5'-112" 10'-0" 10.90 TW DOCK (BY OTHERS)LINDA ISLENEWPORT BAY PATIO (PER CIVIL) (E)PL WALL TO REMAIN PROPERTY LINE 124.00' (E)PL WALL TO REMAIN (E)METER LOCATIONS TO REMAIN, UPGRADE PER UTILITIES RECESSED ELECTRIC METER LOCATION PER UTILITY DSDSDSDS DSDS REPLACE SEWER LATERAL & CLEANOUT 88'-412" 712" 10'-212" OPEN SPACE ABOVE 26'-612" OPEN SPACE ABOVE & BELOW 36'-7"5'-8"9'-412"712" 35'-3" (MIN. 35' CLEAR) 20'-4" (MIN. 20' CLEAR)10'-2"(MIN. 10' CLEAR)20'-112" (MIN. 20' CLEAR)ENTRYPLANTING PER LANDSCAPE, TYP. STEPS DOWN TO EXISTING PATIO ELEVATION 3'-0"1'-8" CLEAR GLASS GUARDRAIL WITH STAINLESS STL. BASE SHOE SET IN CONCRETE STEM WALL MAX. 42" ABV. (E)PATIO ELEVATION CONCRETE STEM WALL TO SERVE AS BULKHEAD7'-712"OPEN SPACE37'-0"15%(3293)=494 sfOPEN SPACE REQMT: OPEN SPACE PROVIDED:511 SF @ ENTRY COURT OPEN SPACE CALCULATION: ENERGY CALCULATIONS:MARK MADISON - ENERGY CODE WORKS 2600 MICHELSON DR., STE, 1700 IRVINE, CA 92612 800.700.0131, MARK@ENERGYCODE.COM STRUCTURAL ENGINEER: CIVIL ENGINIEERING:ADAM TOAL - TOAL ENGINEERING 139 AVE. NAVARRO, SAN CLEMENTE, 92672 (949) 492-8586 ATOAL@TOALENGINEERING.COM LANDSCAPE ARCHITECT: MIKE GABRIEL - STRUCTURAL ENGINEER 483 E. 20TH STREET, COSTA MESA, 92627 949.646.6596, MRGSE@EARTHLINK.COM SOILS ENGINEER: RICHARD RAMSEY 3035 BERN LANE, LAGUNA BEACH 92651 949.290.9009 DAN HERC - COAST GEOTECHNICAL 1200 W COMMONWEALTH AVE, FULLERTON, CA 92833, P: 714.870.1211 COASTGEOTEC@SBCGLOBAL.NET OUTLINE OF NEIGHBOR HOME OUTLINE OF NEIGHBOR HOME LINE OF BUILDING ABOVE 2 A_3.0 1 A_3.0 9.76' FS(E)9.07' FS 9.73' FS 9.84 GF SLOPE ESTABLISHMENT: HIGHEST GRADE POINT:10.37' LOWEST GRADE POINT: 8.69' POINT DISTANCE:61.67' SLOPE:1.5% ALLOWABLE HEIGHT CALCULATION: GRADE ESTABLISHMENT FOR < 5%: SUM(9.73 ,9.24, 9.22, 10) / 4: 9.55' AVG. MAX. ALLOWABLE HEIGHT:+24' (2% ROOF PITCH)=33.55' PROPOSED HEIGHT:+ 23.75 (CERT.REQ'D)=33.30' LOT AREA:5,580 SF BUILDABLE AREA:3,293 SF MAX. GROSS FLOOR AREA:2 X 3293 = 6,586 SF CIVILSURVEY TOPOGRAPHIC SURVEYC-1 PRELIM GRADING & DRAINAGE PLANC-2 POLLUTION PREVENTION PLAN SEAWALL SW-0 GENERAL NOTES & VICINITY MAPSW-1 SITE PLAN & ELEVATIONSW-2 DETAILS LANDSCAPEL-1 PLANTING PLAN 2'-512" OPN SPC 1'-1112"5'-8" OPENSPACEGENERAL SITE NOTES: 1.EMPLOY NEWPORT BEACH STANDARD EROSION CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PROCESS. 2.A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION 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 SURROUNDING THE SITE IS DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALLEY/STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX 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 REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3.ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. 4.AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 5.PROVIDE APPROVED BACKWATER DRAINAGE VALVE FOR FIXTURES LOCATED BELOW THE ELEVATION OF NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE THIS ELEVATION SHALL NOT DISCHARGE THROUGH VALVE. 6.PROVIDE 6" HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET. NUMBERS SHALL BE OF NON-COMBUSTIBLE MATERIALS IN SPECIAL FIRE PROTECTION AREAS. 7.AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18. 8.ALL STRUCTURES LIMITED TO MAX. +42" WITHIN FRONT SETBACK AND +72" WITHIN SIDE AND REAR SETBACKS MEASURED FROM EXISTING GRADE, 9.ALL REQUIRED SETBACK DIMENSIONS ARE FROM FACE OF FINISH 10.ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BE A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR WATER FEATURE & ENTRY COURT PER A1.0 PLANTING PER LANDSCAPE PLANTER PER LANDSCAPE. PROVIDE A CONC. WALL WITH A 1" AIR GAP BETWEEN THE (E)SITE WALL, TYP. GENERAL SITE NOTES: 1.EMPLOY NEWPORT BEACH STANDARD EROSION CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PROCESS. 2.A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION 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 SURROUNDING THE SITE IS DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALLEY/STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX 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 REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3.ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. 4.AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 5.PROVIDE APPROVED BACKWATER DRAINAGE VALVE FOR FIXTURES LOCATED BELOW THE ELEVATION OF NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE THIS ELEVATION SHALL NOT DISCHARGE THROUGH VALVE. 6.PROVIDE 6" HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET. NUMBERS SHALL BE OF NON-COMBUSTIBLE MATERIALS IN SPECIAL FIRE PROTECTION AREAS. 7.AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18. 8.ALL STRUCTURES LIMITED TO MAX. +42" WITHIN FRONT SETBACK AND +72" WITHIN SIDE AND REAR SETBACKS MEASURED FROM EXISTING GRADE, 9.ALL REQUIRED SETBACK DIMENSIONS ARE FROM FACE OF FINISH 10.ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BE A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR 11.CLEAN OUT MUST NOT BE INSTALLED IN 5'-0" ASSOCIATION WALKWAY EASEMENT AND 20'-0" ASSOCIATION DRIVEWAY / PARKING STALL EASEMENT. 12.NO BUILDING ELEMENTS MAY ENCROACH INTO COMMON WALKWAY EASEMENT, INC. ROOF ELEMENTS 13.REGARDLESS OF CITY OF NEWPORT BEACH DIRECTION, THE ASSOCIATION WILL NOT ALLOW A FILTRATION SYSTEM OR OTHER HOMEOWNER PURPOSE IN THE PLANTER AREA ADJACENT TO THE HOME. IT IS AN EASEMENT IN FAVOR THE ASSOCIATION FOR LANDSCAPING 14.BUILDING ELEMENTS IN THE FRONT YARD SETBACK (BAY SIDE) SHALL BE MAX 16" IN HEIGHT. 15.THE ASSOCIATION WILL NOT APPROVE THE USE OF THE 5'-0" WALKWAY OR 20'-0" DRIVEWAY/GUEST PARKING/PLANTER EASEMENT FOR HOMEOWNER PURPOSES. 16.CONTRACTOR SHALL SCHEDULE PRE-CONSTRUCTION MEETING WITH ARCHITECTURAL ADMINISTRATOR TO OBSERVE PRE-CONSTRUCTION CONDITION OF ASSOCIATION ELEMENTS. PLANTER PER LANDSCAPE. PROVIDE A CONC. WALL WITH A 1" AIR GAP BETWEEN THE (E)SITE WALL, TYP. SITE LEGEND: ·FOOTPRINT OF NEW CONSTRUCTION DS ·DOWNSPOUT ·FRONT DOOR ENTRY ·PROPERTY LINE WATER FEATURE EQUIPMENT IN VAULT BELOW 5'-10"31'-2"3'-0"5'-0"UP 4" UP 4" HVACHVACwm GM SLOPE PER CIVIL LEGEND -2X6 WALL W/ R-21 BATT INSULATION, UNO. EXTERIOR FINISH PER A2.0-1 EXT. ELEVATIONS -INTERIOR PLUMBING: WHERE REQ'D FOR ROUTING PLUMBING PIPES PROVIDE 2X6 CONST. GENERAL NOTES ·ALL DIMENSIONS ARE TO BE TO THE FACE OF STUD OR CENTERLINE OF THE COLUMN/PARTITION U.N.O. ALL REQUIRED SETBACK DIMENSIONS ARE TO FACE OF FINISH. ·G.C. TO LAYOUT (IN PAINT) THE LOCATIONS OF ALL PARTITIONS, DOORS, LIGHTING, CEILING ELEMENTS, SPRINKLERS, SWITCHES, DIMMERS, THERMOSTATS, POWER & COMM. OUTLETS, MILLWORK AND FURNITURE FOR APPROVAL BY THE OWNER PRIOR TO CONSTRUCTION. ·IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY FIELD CONDITIONS THAT DO NOT ALLOW CONSTRUCTION OR INSTALLATION AS DRAWN. ·DO NOT SCALE DRAWINGS. DIMENSIONS AS INDICATED TAKE PRECEDENT OVER DRAWINGS. ·PROVIDE CONTINUOUS BACKING FOR REINFORCING OF WALLS TO HANG MILLWORK, FURNITURE SHELVING OR CABINETRY, WHERE OCCURS. ·PROVIDE MILLWORK SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. MILLWORK TO COMPLY WITH THE RECOMMENDATIONS OF THE WOODWORK INSTITUTE OF CALIFORNIA (WIC). ·AT BATHROOM ACCESSORIES, SUCH AS GRAB BARS, TOWEL BARS, SOAP DISHES, ETC. ON OR WITHIN WALLS SHALL BE SEALED AGAINST MOISTURE AND PROVIDE BACKING AS REQUIRED. ·AVOID CUT TILES AND BRICK. LAYOUT TO CONSIDER FINAL REQUIREMENT, ADJUST AS NECESSARY. NOTIFY ARCHITECT OF CHANGES. PLAN KEY NOTES (SEE INTERIORS FOR APPLIANCE, FIXTURE, AND FINISH SPECS) 1 WATERCLOSET - 1.28 GALLON/FLUSH. PROVIDE 24" CLR. IN FRONT AND 30" CLR.WIDTH. CONCEAL WATER SUPPLY 2 3 5 7 UPPER CABINETS/SHELVES, PER INTERIORS. RECESSED SOAP SHELF, SLOPE 0.5% TO PREVENT STANDING WATER, REROUTE PLUMB. 4 STAINLESS STEEL SHOWER DRAIN, COORDINATE DRAIN LINE WITH STRUCTURAL SHOWER OR TUB W/ ANTI-SCALDING THERMOSTATIC MIXING VALVE FIXTURES MAX. 2.0GPM @ 80 PSI. PROVIDE 12" ROUND CLEANOUT. WALL COVERING OF SHOWER SHALLBE TILE, OR APPROVED EQUAL, TO A HEIGHT OF MIN. 72" ABV. DRAIN INLET. FLOAT TILEOVER CEMENT PLASTER BACKING. NET AREA OF SHOWER ENCLOSURE SHALL NOT BELESS THAN 7.1 SQ. FT. OF FLOOR AREA W/ A MIN. 30"Ø CIRCLE. RE: INTERIORS VANITY & LAVATORY PER INTERIORS, 1.5 GPM @ 80 PSI. RANGE W/ HOOD VENT MIN. 100 CFM LINE OF CEILING/OVERHANG ABOVE, TYP. 8 9 10 12 TANKLESS WATER HEATER PER DESIGN/BUILD SUB. AND ENERGY CALCS.VENT TO SIDEYARD HANDRAIL 34"-38" ABV. LEADING EDGE OF TREAD. HANDRAIL WITH A CIRCULARCROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1/4 INCHES ANDNOT GREATER THAN 2 INCHES OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THEHANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4INCHES AND NOT GREATER THAN 61/4 INCHES WITH A MAXIMUM CROSS-SECTIONDIMENSION OF 2 1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH PERCBC SECTION 1012.3. HANDRAILS SHALL BE CONT. FOR THE STAIRWAY'S ENTIRELENGTH, UNLESS INTERRUPTED BY A NEWEL POST AND RETURN TO A WALL, GUARD,WALKING SURFACE, OR NEWEL POST. HANDRAILS SHALL HAVE A 1-1/2" CLEAR SPACEBETWEEN THE HANDRAIL AND WALL OR OTHER ADJACENT SURFACE AND SHALL BEFREE OF ANY SHARP OR ABRASIVE ELEMENTS. RE: 3/A4.3 11 HAND/GUARDRAIL 36" ABV. LEADING EDGE OF TREADS, OPENINGS SHALL NOT ALLOWPASSAGE OF A 4-3/8" DIA. SPHERE EXCEPT THE SPACE CREATED BETWEEN THE RISER,TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A 6" DIA. SPHERE. TOP RAILWILL ACT AS HANDRAIL. HANDRAIL PER NOTE 12 BELOW. 13 POT FILLER PER INTERIOR SPECS 14 STAINLESS STEEL TRENCH DRAIN OUTLET TO PLANTER BELOW 15 MAJESTIC "ECHELON" WDV600 60" DIRECT VENT GAS ONLY FIREPLACE W/ LISTED FLUE TERMINATION CAPS. INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, TESTED AND CERTIFIED BY CSA TO ANSI Z21.88-2014/CSA 2.33-2014 16 OPEN RISER CANTILEVERED STAIRCASE, MIN. 10" TREAD DEPTH, RISERS PER PLAN (MAX. 7.75"). MAX 4" OPEN RISER. 17 CUSTOM BUILT-IN MILLWORK PER INTERIORS 18 WASHER & DRYER: WASHER SHALL BE QUALIFIED ENERGY STAR APPLIANCE WITH MAXIMUM WATER USE FACTOR OF 6 GALLONS PER CUBIC FEET OF DRUM CAPACITY. (NBMC 15.11.010) CLOTHES DRYER. 4" Ø VENT W/ MAX. (2) 90° BENDS, 14' MAX RUN. VENT TO DAYLIGHT AT SIDE YARD W/ VENT CAP AND BACK DRAFT DAMPER, TYP. 20 -SEPARATION WALL MIN. 1/2" GWB ON GARAGE SIDE -2X4 INTERIOR WALL W/ R-15 BATT UNSULATION. VERIFY WITH STRUCTURAL. -DOUBLE STUD WALL PER PLAN DIMENSION 19 FRAMELESS TEMPERED GLASS SHOWER ENCLOSURE 21 GUARDRAIL MIN. 42" AFF - PER DETAILS 22 ELECTRICAL SUB-PANEL, MAINTAIN 36" FROM FACE CLEAR OF ALL OBSTRUCTION 23 COPPER ROOF DRAIN W/ 2" OVERFLOW TO OUTLET VISIBLY INTO SIDEYARD BELOW 24 5" COPPER GUTTER AND 3" SQUARE DOWNSPOUTS, TYP. 25 RECESSED BACKLIT MIRROR 26 27 DISHWASHER, ENERGY STAR CERTIFIED 28 PULL OUT TRASH DRAWER 29 ROOF ACCESS DOOR ABOVE WITH STEEL ACCESS LADDER 30 DARK BRONZE TRENCH DRAIN ASSEMBLY, CONNECT SUBTERRANEAN DRAIN LINES 1 LIGHT COVE ABOVE 6 KITCHEN SINK AND FAUCET PER INTERIORS, 1.8 GPM @ 80 PSI. 31 A/C CONDENSING UNIT. PROVIDE SCREEN TO MATCH METAL SIDING, SOUND ATTENUATION REPORT UNDER SEPARATE PLAN REVIEW AND PERMIT 32 RECESSED SHOWER PAN33 34 11" THICKENED OPENING 35 RE-CIRCULATING WATER FEATURE BELOW STAIR W/ INTEGRAL LIGHTING, CONCEAL PUMP 36 36" TALL COUNTERTOP 37 UTILITY SINK PER INTERIORS, 1.5 GPM @ 80 PSI. 38 LINE OF CABINET BELOW 39 40 41 COOKING VENT DUCT CHASE/CHIMNEY INDICATES EMERGENCY EGRESS W/ MIN. 5.7 SF OPENING (MIN. 20" CLEAR WIDTH X 24" CLEAR HEIGHT). CRANK MECHANISM FOR OPERABLE WINDOWS SHALL NOT PROJECT INTO REQD. NET OPENING REQMTS. 2 LANDING: MAX. 5" BELOW THRESHOLD. WHERE DOOR DOES NOTSWING OVER LANDING MAX. 7.75" BELOW THRESHOLD. COUNTER-DEPTH SIDE BY SIDE REFRIGERATOR/FREEZER 1A WALL HUNG WATERCLOSET PER NOTE 1 FAU, 100 S.I. COMBUSTION AIR PROVIDED THRU LOUVERED DOOR. PROVIDE MIN. 30"CLR. HEIGHT AT SERVICE SIDE. PROVIDE HIGH EFFICACY LIGHT FIXTURE AND SWITCHADJACENT TO DOOR METER/MAIN LOCATION. KEEP THREE FEET CLEAR FROM FACE OF ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION. 42 SHADE POCKET ABV. 43 RECESSED HEADBOARD LIGHTING 44 SKYLIGHT ABOVE FLOOR 1 1 B1 050 451 39 Scale:JR WALZ 510 LARKSPUR AVENUE CORONA DEL MAR, CA 92625 949.836.5977 WALZ.JR@GMAIL.COM WALZ : ARCHITECTURE LLC Client:Project:Legal Description:Date:THIS DRAWING IS THE PROPERTY OF JR WALZ, AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. BY Corrections/Changes:# REVISIONSDATE Seal/Signature:HOA RECHECK Issued For:Drawing No:Consultants:Note:Drawing:02.26.2020CHRISTIAN FANTICOLA FANTICOLA.LINDA ISLE 80 LINDA ISLE PLANS 1/4"=1'-0"A_1.0 PANTRY 113 KITCHEN 112 DINING 111 LIVING 110 GARAGE 109 ENTRY 100 HALL 101 MUD 102 BATH 1 105 UP 18 BAR 107 WATER FEATURE U/C WINE ICE REF / FRZR OVEN TR.WRM. DRWR DW REF. DRWR POWDER 103 TR BEDROOM 1 104 MECHCLOSET CLOSET 106 22'-812"22'-2"26'-712" 4'-3"3'-1"3'-212"11'-10"4'-3"5'-412"26'-0"5'-412"7'-0"15'-412"20'-0"16'-0"8'-112"1'-6"1'-6" 12'-4"13'-5" 4'-912"2'-5"4'-6"2'-5"4'-6"2'-5"18'-1"2'-5"2'-412"11'-0"5'-712"4'-6"4'-512"20'-112"20'-0" CLEAR MIN.6'-712"DRY CLEAN CLOSET 10'-712"1 A_2.0 2 A_2.0 4 A_2.1 3 A_2.1 DN 3R PLANTER PLANTER 1 A_3.1 2 A_3.1 3 A_3.1 4 A_3.1 2 A_3.0 1 A_3.0 1 A_3.0 2 A_3.0 4"12"1'-1012" 3'-212" 6'-10"2'-512"10'-9"3'-712"1'-112"5'-8" OPEN SPACE1'-1112"2'-512" OPEN SPACE 1'-11"26'-612" OPEN SPACE2'-1"7'-712" OPEN SPACE10'-0"4'-0"4'-0"25'-0" 12'-10"5'-312"110A 101A 109B 109C 109A K1 C1 C2 C3 D1 000A 100A 104A105A106A STAIR 108 103A 103B 102B102A F1 G1 ENTRY 114 VEST. 000 8 1326436171740 39 17 22 31 5 17 31 1A 10 FLAT 6436 28 27 U/C WINE 4 36 62836 31 3636 38 38 9 9 55311A193323717 9 9 3439 15 1717311731 OPEN TO ABOVE 1631 9 9 20 20 20 20'-4" 20'-0" CLEAR MIN. 35'-3" 35'-0" CLEAR MIN. SCREENED TRASH AREA 2'-0"44'-0"50'-0" 7'-012"5'-7"7'-012" PLANTER TYP. ENTRY COURT (OPEN SPACE SHOWN HATCHED) WATER FEATURE: -12" EQUIPMENT VAULT BELOW STONE STEPPER, TYP. UP 4" UP 4" 050 451 39 Scale:JR WALZ 510 LARKSPUR AVENUE CORONA DEL MAR, CA 92625 949.836.5977 WALZ.JR@GMAIL.COM WALZ : ARCHITECTURE LLC Client:Project:Legal Description:Date:THIS DRAWING IS THE PROPERTY OF JR WALZ, AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. BY Corrections/Changes:# REVISIONSDATE Seal/Signature:HOA RECHECK Issued For:Drawing No:Consultants:Note:Drawing:02.26.2020CHRISTIAN FANTICOLA FANTICOLA.LINDA ISLE 80 LINDA ISLE PLANS 1/4"=1'-0"A_1.1 200B M.SUITE 200 M.BATH 201 GYM 209 BATH 2 205 M.CLOSET 210BATH 3 206 BED 3 207 BED 2 204 SAFE CLOSET CLOSET LIBRARY FAMILY 208 SITTING 211 OPEN TO BELOW DN 18R LINEN STEAM SHOWER HTD. FLR HTD. FLR HTD. FLRLAUNDRY 202 CABINETS A/V CHASE 7'-11"15'-6"13'-6"14'-0"16'-8"16'-6"13'-412"13'-412"9'-734"7'-6"10'-112"18'-512"12'-212" 4'-6"3'-112"5'-1012" 17'-11"36'-9"11'-11"11'-1112"5'-0"7'-5"4'-6"7'-034"7'-614" 1 A_3.1 2 A_3.1 3 A_3.1 4 A_3.1 1 A_2.0 2 A_2.0 4 A_2.1 3 A_2.1 4"4"4"2 A_3.0 1 A_3.0 1 A_3.0 2 A_3.0 6'-0" OPEN SPACE2'-512" OPEN SPACE 26'-612" OPEN SPACE10'-1" OPEN SPACE 9"8'-0" OPEN SPACE36'-0"1'-0"1'-712"1'-5"712"2'-2"2'-2"11"10'-2"4'-0" 512" 10'-0"4'-0"4'-0"25'-0" 200A L1L2B3 B2 C4 C5 C6C7 D1 E1 G2 J1 201A 201B W.C. 210A HALL/STAIR 203 209A208A 202A 207A 204A 206A 207B 205A 204B87'-934"ROOF/ ACCESS 1541 17 31173131171717 21 42 31 3143312 5 5 25 30 25 19 +18" BENCH 2 33 1 17 9 7 17 9 211611 424293131525 19 33 9 7 2 3 44 17 31 5 25 19 33 9 7 2 3 1 44 1 17 17 17 31 29 31 44 31 44 44 44 1837 17 LEGEND -2X6 WALL W/ R-21 BATT INSULATION, UNO. EXTERIOR FINISH PER A2.0-1 EXT. ELEVATIONS -INTERIOR PLUMBING: WHERE REQ'D FOR ROUTING PLUMBING PIPES PROVIDE 2X6 CONST. GENERAL NOTES ·ALL DIMENSIONS ARE TO BE TO THE FACE OF STUD OR CENTERLINE OF THE COLUMN/PARTITION U.N.O. ALL REQUIRED SETBACK DIMENSIONS ARE TO FACE OF FINISH. ·G.C. TO LAYOUT (IN PAINT) THE LOCATIONS OF ALL PARTITIONS, DOORS, LIGHTING, CEILING ELEMENTS, SPRINKLERS, SWITCHES, DIMMERS, THERMOSTATS, POWER & COMM. OUTLETS, MILLWORK AND FURNITURE FOR APPROVAL BY THE OWNER PRIOR TO CONSTRUCTION. ·IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY FIELD CONDITIONS THAT DO NOT ALLOW CONSTRUCTION OR INSTALLATION AS DRAWN. ·DO NOT SCALE DRAWINGS. DIMENSIONS AS INDICATED TAKE PRECEDENT OVER DRAWINGS. ·PROVIDE CONTINUOUS BACKING FOR REINFORCING OF WALLS TO HANG MILLWORK, FURNITURE SHELVING OR CABINETRY, WHERE OCCURS. ·PROVIDE MILLWORK SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. MILLWORK TO COMPLY WITH THE RECOMMENDATIONS OF THE WOODWORK INSTITUTE OF CALIFORNIA (WIC). ·AT BATHROOM ACCESSORIES, SUCH AS GRAB BARS, TOWEL BARS, SOAP DISHES, ETC. ON OR WITHIN WALLS SHALL BE SEALED AGAINST MOISTURE AND PROVIDE BACKING AS REQUIRED. ·AVOID CUT TILES AND BRICK. LAYOUT TO CONSIDER FINAL REQUIREMENT, ADJUST AS NECESSARY. NOTIFY ARCHITECT OF CHANGES. PLAN KEY NOTES (SEE INTERIORS FOR APPLIANCE, FIXTURE, AND FINISH SPECS) 1 WATERCLOSET - 1.28 GALLON/FLUSH. PROVIDE 24" CLR. IN FRONT AND 30" CLR.WIDTH. CONCEAL WATER SUPPLY 2 3 5 7 UPPER CABINETS/SHELVES, PER INTERIORS. RECESSED SOAP SHELF, SLOPE 0.5% TO PREVENT STANDING WATER, REROUTE PLUMB. 4 STAINLESS STEEL SHOWER DRAIN, COORDINATE DRAIN LINE WITH STRUCTURAL SHOWER OR TUB W/ ANTI-SCALDING THERMOSTATIC MIXING VALVE FIXTURES MAX. 2.0GPM @ 80 PSI. PROVIDE 12" ROUND CLEANOUT. WALL COVERING OF SHOWER SHALLBE TILE, OR APPROVED EQUAL, TO A HEIGHT OF MIN. 72" ABV. DRAIN INLET. FLOAT TILEOVER CEMENT PLASTER BACKING. NET AREA OF SHOWER ENCLOSURE SHALL NOT BELESS THAN 7.1 SQ. FT. OF FLOOR AREA W/ A MIN. 30"Ø CIRCLE. RE: INTERIORS VANITY & LAVATORY PER INTERIORS, 1.5 GPM @ 80 PSI. RANGE W/ HOOD VENT MIN. 100 CFM LINE OF CEILING/OVERHANG ABOVE, TYP. 8 9 10 12 TANKLESS WATER HEATER PER DESIGN/BUILD SUB. AND ENERGY CALCS.VENT TO SIDEYARD HANDRAIL 34"-38" ABV. LEADING EDGE OF TREAD. HANDRAIL WITH A CIRCULARCROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1/4 INCHES ANDNOT GREATER THAN 2 INCHES OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THEHANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4INCHES AND NOT GREATER THAN 61/4 INCHES WITH A MAXIMUM CROSS-SECTIONDIMENSION OF 2 1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH PERCBC SECTION 1012.3. HANDRAILS SHALL BE CONT. FOR THE STAIRWAY'S ENTIRELENGTH, UNLESS INTERRUPTED BY A NEWEL POST AND RETURN TO A WALL, GUARD,WALKING SURFACE, OR NEWEL POST. HANDRAILS SHALL HAVE A 1-1/2" CLEAR SPACEBETWEEN THE HANDRAIL AND WALL OR OTHER ADJACENT SURFACE AND SHALL BEFREE OF ANY SHARP OR ABRASIVE ELEMENTS. RE: 3/A4.3 11 HAND/GUARDRAIL 36" ABV. LEADING EDGE OF TREADS, OPENINGS SHALL NOT ALLOWPASSAGE OF A 4-3/8" DIA. SPHERE EXCEPT THE SPACE CREATED BETWEEN THE RISER,TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A 6" DIA. SPHERE. TOP RAILWILL ACT AS HANDRAIL. HANDRAIL PER NOTE 12 BELOW. 13 POT FILLER PER INTERIOR SPECS 14 STAINLESS STEEL TRENCH DRAIN OUTLET TO PLANTER BELOW 15 MAJESTIC "ECHELON" WDV600 60" DIRECT VENT GAS ONLY FIREPLACE W/ LISTED FLUE TERMINATION CAPS. INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, TESTED AND CERTIFIED BY CSA TO ANSI Z21.88-2014/CSA 2.33-2014 16 OPEN RISER CANTILEVERED STAIRCASE, MIN. 10" TREAD DEPTH, RISERS PER PLAN (MAX. 7.75"). MAX 4" OPEN RISER. 17 CUSTOM BUILT-IN MILLWORK PER INTERIORS 18 WASHER & DRYER: WASHER SHALL BE QUALIFIED ENERGY STAR APPLIANCE WITH MAXIMUM WATER USE FACTOR OF 6 GALLONS PER CUBIC FEET OF DRUM CAPACITY. (NBMC 15.11.010) CLOTHES DRYER. 4" Ø VENT W/ MAX. (2) 90° BENDS, 14' MAX RUN. VENT TO DAYLIGHT AT SIDE YARD W/ VENT CAP AND BACK DRAFT DAMPER, TYP. 20 -SEPARATION WALL MIN. 1/2" GWB ON GARAGE SIDE -2X4 INTERIOR WALL W/ R-15 BATT UNSULATION. VERIFY WITH STRUCTURAL. -DOUBLE STUD WALL PER PLAN DIMENSION 19 FRAMELESS TEMPERED GLASS SHOWER ENCLOSURE 21 GUARDRAIL MIN. 42" AFF - PER DETAILS 22 ELECTRICAL SUB-PANEL, MAINTAIN 36" FROM FACE CLEAR OF ALL OBSTRUCTION 23 COPPER ROOF DRAIN W/ 2" OVERFLOW TO OUTLET VISIBLY INTO SIDEYARD BELOW 24 5" COPPER GUTTER AND 3" SQUARE DOWNSPOUTS, TYP. 25 RECESSED BACKLIT MIRROR 26 27 DISHWASHER, ENERGY STAR CERTIFIED 28 PULL OUT TRASH DRAWER 29 ROOF ACCESS DOOR ABOVE WITH STEEL ACCESS LADDER 30 DARK BRONZE TRENCH DRAIN ASSEMBLY, CONNECT SUBTERRANEAN DRAIN LINES 1 LIGHT COVE ABOVE 6 KITCHEN SINK AND FAUCET PER INTERIORS, 1.8 GPM @ 80 PSI. 31 A/C CONDENSING UNIT. PROVIDE SCREEN TO MATCH METAL SIDING, SOUND ATTENUATION REPORT UNDER SEPARATE PLAN REVIEW AND PERMIT 32 RECESSED SHOWER PAN33 34 11" THICKENED OPENING 35 RE-CIRCULATING WATER FEATURE BELOW STAIR W/ INTEGRAL LIGHTING, CONCEAL PUMP 36 36" TALL COUNTERTOP 37 UTILITY SINK PER INTERIORS, 1.5 GPM @ 80 PSI. 38 LINE OF CABINET BELOW 39 40 41 COOKING VENT DUCT CHASE/CHIMNEY INDICATES EMERGENCY EGRESS W/ MIN. 5.7 SF OPENING (MIN. 20" CLEAR WIDTH X 24" CLEAR HEIGHT). CRANK MECHANISM FOR OPERABLE WINDOWS SHALL NOT PROJECT INTO REQD. NET OPENING REQMTS. 2 LANDING: MAX. 5" BELOW THRESHOLD. WHERE DOOR DOES NOTSWING OVER LANDING MAX. 7.75" BELOW THRESHOLD. COUNTER-DEPTH SIDE BY SIDE REFRIGERATOR/FREEZER 1A WALL HUNG WATERCLOSET PER NOTE 1 FAU, 100 S.I. COMBUSTION AIR PROVIDED THRU LOUVERED DOOR. PROVIDE MIN. 30"CLR. HEIGHT AT SERVICE SIDE. PROVIDE HIGH EFFICACY LIGHT FIXTURE AND SWITCHADJACENT TO DOOR METER/MAIN LOCATION. KEEP THREE FEET CLEAR FROM FACE OF ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION. 42 SHADE POCKET ABV. 43 RECESSED HEADBOARD LIGHTING 44 SKYLIGHT ABOVE FLOOR 2 1 ENTRY COURT "OPEN SPACE" SHOWN HATCHED 2'-11"5'-10" ROOF PLAN 1 PLANS 1/4"=1'-0"A_1.2 ROOF NOTES 1.PROVIDE R-30 FIBERGLASS BATT ATTIC INSULATION, INSURE MIN. 1" SPACE BETWEEN TOP OF INSULATION AND BOTTOM OF ROOF SHEATHING. 2.PROVIDE R-19 FIBERGLASS BATT FLOOR INSULATION 3.OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 4.VENTILATION OF ENCLOSED SPACES BETWEEN RAFTERS CITY OF NEWPORT BEACH BUILDING CODE POLICY 1505.3: UBC SECTION 1505.3 ALLOWS THE BUILDING OFFICIAL DISCRETION TO REQUIRE THAT ATTIC SPACE OF WOOD CONSTRUCTION AND ENCLOSED RAFTER SPACES FORMED WHERE THE CEILING IS APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, BE VENTILATED TO PREVENT CONDENSATION BUILDUP RESULTING FROM CONDUCIVE CLIMATIC CONDITIONS. SINCE THE CITY OF NEWPORT BEACH IS A COASTAL TOWN WITH MODERATE CLIMATE THROUGHOUT THE YEAR WITH A SMALL TEMPERATURE DIFFERENCE BETWEEN DAY AND NIGHT; AND SINCE THERE HAS NOT BEEN A HISTORY OF WOOD DECAY DUE TO UNVENTED CAVITIES BETWEEN RAFTERS; AND SINCE IT IS NOT PRACTICAL TO PROVIDE CROSS VENTILATION OF THESE CAVITIES DUE TO SHEAR TRANSFER REQUIREMENTS; IT IS THE POLICY OF THE CITY OF NEWPORT BEACH BUILDING DEPARTMENT NOT TO REQUIRE VENTILATION OF ENCLOSED SPACES BETWEEN ROOF RAFTERS.2% MIN. TYP.2% MIN. TYP.CLASS 'A' MODIFIED BITUMEN SHEET ROOFING, CERTAINTEED FLINTASTIC COOLSTAR PER ICC ESR 1388, TYP. - LIGHT GRAY MINERAL FINISH 2% MIN. TYP.2% MIN. TYP.RIDGE: 32.93'RIDGE 33.00'RIDGE 33.00'RIDGE: 32.782 % M I N . T Y P .2% MIN. TYP.2% MIN. TYP.2% MIN. TYP.2% MIN. TYP.2% MIN. TYP.2% M I N . T Y P .2% MIN. TYP.PLASTER PARAPET TO MATCH WALLS, TYP.: 33.28'2% MIN. TYP. PLASTER PARAPET TO MATCH WALLS, TYP.: 33.28'PLASTER PARAPET TO MATCH WALLS TYP.: 33.28'CLASS 'A' MODIFIED BITUMEN SHEET ROOFING, CERTAINTEED FLINTASTIC COOLSTAR PER ICC ESR 1388, TYP. - LIGHT GRAY MINERAL FINISH PROPERTY LINE PROPERTY LINE 4'-0"4'-0"10'-0" 25'-0" Y1 Y2 Z1 1 A_3.1 2 A_3.1 3 A_3.1 4 A_3.1 1 A_2.0 2 A_2.0 4 A_2.1 3 A_2.1 2 A_3.0 1 A_3.0 1 A_3.0 2 A_3.0 Y3 Y4 A/C CONDENSERS WITH SCREEN SCREEN: 36.36' Y4 23 TYP. 41 15 TYP. ROOF ACCESS HATCH 3'-0"3'-0"PLASTER PARAPET TO MATCH WALLS, TYP.: 33.28' PLASTER PARAPET TO MATCH WALLS, TYP.: 33.28' ALUMIMUM PARAPET TO MATCH SIDING ALUMIMUM PARAPET TO MATCH SIDING STONE PARAPET AT LOWER ROOF TO MATCH STONE VENEER 050 451 39 Scale:JR WALZ 510 LARKSPUR AVENUE CORONA DEL MAR, CA 92625 949.836.5977 WALZ.JR@GMAIL.COM WALZ : ARCHITECTURE LLC Client:Project:Legal Description:Date:THIS DRAWING IS THE PROPERTY OF JR WALZ, AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. BY Corrections/Changes:# REVISIONSDATE Seal/Signature:HOA RECHECK Issued For:Drawing No:Consultants:Note:Drawing:02.26.2020CHRISTIAN FANTICOLA FANTICOLA.LINDA ISLE 80 LINDA ISLE PLAN KEY NOTES (SEE INTERIORS FOR APPLIANCE, FIXTURE, AND FINISH SPECS) 1 WATERCLOSET - 1.28 GALLON/FLUSH. PROVIDE 24" CLR. IN FRONT AND 30" CLR.WIDTH. CONCEAL WATER SUPPLY 2 3 5 7 UPPER CABINETS/SHELVES, PER INTERIORS. RECESSED SOAP SHELF, SLOPE 0.5% TO PREVENT STANDING WATER, REROUTE PLUMB. 4 STAINLESS STEEL SHOWER DRAIN, COORDINATE DRAIN LINE WITH STRUCTURAL SHOWER OR TUB W/ ANTI-SCALDING THERMOSTATIC MIXING VALVE FIXTURES MAX. 2.0GPM @ 80 PSI. PROVIDE 12" ROUND CLEANOUT. WALL COVERING OF SHOWER SHALLBE TILE, OR APPROVED EQUAL, TO A HEIGHT OF MIN. 72" ABV. DRAIN INLET. FLOAT TILEOVER CEMENT PLASTER BACKING. NET AREA OF SHOWER ENCLOSURE SHALL NOT BELESS THAN 7.1 SQ. FT. OF FLOOR AREA W/ A MIN. 30"Ø CIRCLE. RE: INTERIORS VANITY & LAVATORY PER INTERIORS, 1.5 GPM @ 80 PSI. RANGE W/ HOOD VENT MIN. 100 CFM LINE OF CEILING/OVERHANG ABOVE, TYP. 8 9 10 12 TANKLESS WATER HEATER PER DESIGN/BUILD SUB. AND ENERGY CALCS.VENT TO SIDEYARD HANDRAIL 34"-38" ABV. LEADING EDGE OF TREAD. HANDRAIL WITH A CIRCULARCROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1/4 INCHES ANDNOT GREATER THAN 2 INCHES OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THEHANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4INCHES AND NOT GREATER THAN 61/4 INCHES WITH A MAXIMUM CROSS-SECTIONDIMENSION OF 2 1/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH PERCBC SECTION 1012.3. HANDRAILS SHALL BE CONT. FOR THE STAIRWAY'S ENTIRELENGTH, UNLESS INTERRUPTED BY A NEWEL POST AND RETURN TO A WALL, GUARD,WALKING SURFACE, OR NEWEL POST. HANDRAILS SHALL HAVE A 1-1/2" CLEAR SPACEBETWEEN THE HANDRAIL AND WALL OR OTHER ADJACENT SURFACE AND SHALL BEFREE OF ANY SHARP OR ABRASIVE ELEMENTS. RE: 3/A4.3 11 HAND/GUARDRAIL 36" ABV. LEADING EDGE OF TREADS, OPENINGS SHALL NOT ALLOWPASSAGE OF A 4-3/8" DIA. SPHERE EXCEPT THE SPACE CREATED BETWEEN THE RISER,TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A 6" DIA. SPHERE. TOP RAILWILL ACT AS HANDRAIL. HANDRAIL PER NOTE 12 BELOW. 13 POT FILLER PER INTERIOR SPECS 14 STAINLESS STEEL TRENCH DRAIN OUTLET TO PLANTER BELOW 15 MAJESTIC "ECHELON" WDV600 60" DIRECT VENT GAS ONLY FIREPLACE W/ LISTED FLUE TERMINATION CAPS. INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, TESTED AND CERTIFIED BY CSA TO ANSI Z21.88-2014/CSA 2.33-2014 16 OPEN RISER CANTILEVERED STAIRCASE, MIN. 10" TREAD DEPTH, RISERS PER PLAN (MAX. 7.75"). MAX 4" OPEN RISER. 17 CUSTOM BUILT-IN MILLWORK PER INTERIORS 18 WASHER & DRYER: WASHER SHALL BE QUALIFIED ENERGY STAR APPLIANCE WITH MAXIMUM WATER USE FACTOR OF 6 GALLONS PER CUBIC FEET OF DRUM CAPACITY. (NBMC 15.11.010) CLOTHES DRYER. 4" Ø VENT W/ MAX. (2) 90° BENDS, 14' MAX RUN. VENT TO DAYLIGHT AT SIDE YARD W/ VENT CAP AND BACK DRAFT DAMPER, TYP. 20 19 FRAMELESS TEMPERED GLASS SHOWER ENCLOSURE 21 GUARDRAIL MIN. 42" AFF - PER DETAILS 22 ELECTRICAL SUB-PANEL, MAINTAIN 36" FROM FACE CLEAR OF ALL OBSTRUCTION 23 COPPER ROOF DRAIN W/ 2" OVERFLOW TO OUTLET VISIBLY INTO SIDEYARD BELOW 24 5" COPPER GUTTER AND 3" SQUARE DOWNSPOUTS, TYP. 25 RECESSED BACKLIT MIRROR 26 27 DISHWASHER, ENERGY STAR CERTIFIED 28 PULL OUT TRASH DRAWER 29 ROOF ACCESS DOOR ABOVE WITH STEEL ACCESS LADDER 30 DARK BRONZE TRENCH DRAIN ASSEMBLY, CONNECT SUBTERRANEAN DRAIN LINES LIGHT COVE ABOVE 6 KITCHEN SINK AND FAUCET PER INTERIORS, 1.8 GPM @ 80 PSI. 31 A/C CONDENSING UNIT. PROVIDE SCREEN TO MATCH METAL SIDING, SOUND ATTENUATION REPORT UNDER SEPARATE PLAN REVIEW AND PERMIT 32 RECESSED SHOWER PAN33 34 11" THICKENED OPENING 35 RE-CIRCULATING WATER FEATURE BELOW STAIR W/ INTEGRAL LIGHTING, CONCEAL PUMP 36 36" TALL COUNTERTOP 37 UTILITY SINK PER INTERIORS, 1.5 GPM @ 80 PSI. 38 LINE OF CABINET BELOW 39 40 41 COOKING VENT DUCT CHASE/CHIMNEY LANDING: MAX. 5" BELOW THRESHOLD. WHERE DOOR DOES NOTSWING OVER LANDING MAX. 7.75" BELOW THRESHOLD. COUNTER-DEPTH SIDE BY SIDE REFRIGERATOR/FREEZER 1A WALL HUNG WATERCLOSET PER NOTE 1 FAU, 100 S.I. COMBUSTION AIR PROVIDED THRU LOUVERED DOOR. PROVIDE MIN. 30"CLR. HEIGHT AT SERVICE SIDE. PROVIDE HIGH EFFICACY LIGHT FIXTURE AND SWITCHADJACENT TO DOOR METER/MAIN LOCATION. KEEP THREE FEET CLEAR FROM FACE OF ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION. 42 SHADE POCKET ABV. 43 RECESSED HEADBOARD LIGHTING 44 SKYLIGHT ABOVE 5'-10"RIDGE: 32.7835.28' T.O.SHROUD 35.28' T.O.SHROUD 4'-0"2'-0"4'-0"2'-0"8'-0"4'-0"RIDGE: 32.93'PROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEEAST (SIDE) ELEVATION 1 ELEVATIONS 1/4"=1'-0"A_2.0 050 451 39 Scale:JR WALZ 510 LARKSPUR AVENUE CORONA DEL MAR, CA 92625 949.836.5977 WALZ.JR@GMAIL.COM WALZ : ARCHITECTURE LLC Client:Project:Legal Description:Date:THIS DRAWING IS THE PROPERTY OF JR WALZ, AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. BY Corrections/Changes:# REVISIONSDATE Seal/Signature:HOA RECHECK Issued For:Drawing No:Consultants:Note:Drawing:02.26.2020CHRISTIAN FANTICOLA FANTICOLA.LINDA ISLE 80 LINDA ISLE NORTH (FRONT) ELEVATION 2 FIN. FLOOR: 10.53' (+0") ALUMINUM CLAD WINDOWS - DARK BRONZE FINISH, TYP. DOVE GRAY INTEGRAL COLOR PLASTER PARAPET - TO MATCH WALLS T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") 109A B1 ALUMINUM PANELS WITH FLUSH SEAMS - DARK BRONZE FINISH ALUMINUM SHROUD TO MATCH WALL PANELS 10'-0" 10'-712" ALUM. CLAD WINDOWS - DARK BRONZE FINISH - TRANSLUCENT SANDBLASTED GLASS GARAGE DOORS AND GATES - ALUMINUM PANELS WITH FLUSH SEAMS - DARK BRONZE FINISH ALUMINUM PERFORATED PANELS WITH FLUSH SEAMS - DARK BRONZE FINISH, OVER BLACKED OUT EXTERIOR PLASTER FINISH FIN. FLOOR: 10.53' (+0") DOVE GRAY INTEGRAL COLOR PLASTER PARAPET - TO MATCH WALLS T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") 12X36X34 LIMESTONE VENEER - BRUSHED & BUSH HAMMERED T.O.PARAPET 33.28'(+22'-9") DOVE GRAY INTEGRAL COLOR PLASTER T.O.PARAPET 33.28'(+22'-9") 4'-0"4'-0" EST. GRADE: 9.55' RECESSED SLOT DETAILS - ALUMINUM PANELS WITH FLUSH SEAMS - DARK BRONZE FINISH, O/ BLACKED OUT EXT. PLASTER 12X36X34 LIMESTONE VENEER - BRUSHED & BUSH HAMMERED DOVE GRAY INTEGRAL COLOR PLASTER DOVE GRAY INTEGRAL COLOR PLASTER 1 A_3.0 2 A_3.0 1 A_3.1 2 A_3.1 3 A_3.1 4 A_3.1 CONCEALED PACKAGE DROPOFF DOOR TOP OF (E)PROPERTY LINE SITE WALLTOP OF (E)PROPERTY LINE SITE WALLS TOP OF PLANTER WALLS TOP OF GUARDRAIL TOP OF BULKHEAD T.O.BULKHEAD: 10.65' (+112") (E)PATIO FS: 8.69' CONTOUR OF EXISTING SIDEYARD HARDSCAPE CONTOUR OF EXISTING SIDEYARD HARDSCAPE A/C UNIT SCREENED ENCLOSURE TO MATCH PERFORATED ALUM. PANELS - DARK BRONZE ANODIZED A/C UNIT SCREENED ENCLOSURE TO MATCH PERFORATED ALUM. PANELS - DARK BRONZE ANODIZED EST. GRADE: 9.55'23'-9"23'-9"3'-0"3'-0"2'-0"A2 A1 001A B3 C1C2C3D1 E1 F1G1 C4C5 G2 J1 T.O.SHROUD 35.28'(+24'-9") T.O.SCREEN 36.28'(+25'-9") T.O.SCREEN 36.28'(+25'-9") 4'-0" PROPERTY LINEPROPERTY LINEPROPERTY LINEWEST (SIDE) ELEVATION 3 ELEVATIONS 1/4"=1'-0"A_2.1 050 451 39 Scale:JR WALZ 510 LARKSPUR AVENUE CORONA DEL MAR, CA 92625 949.836.5977 WALZ.JR@GMAIL.COM WALZ : ARCHITECTURE LLC Client:Project:Legal Description:Date:THIS DRAWING IS THE PROPERTY OF JR WALZ, AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. BY Corrections/Changes:# REVISIONSDATE Seal/Signature:HOA RECHECK Issued For:Drawing No:Consultants:Note:Drawing:02.26.2020CHRISTIAN FANTICOLA FANTICOLA.LINDA ISLE 80 LINDA ISLE SOUTH (BACK) ELEVATION 4 ALUMINUM PANELS WITH FLUSH SEAMS - DARK BRONZE FINISH FIN. FLOOR: 10.53' (+0") ALUMINUM PARAPET CAP- DARK BRONZE FINISH T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") DOVE GRAY INTEGRAL COLOR SMOOTH PLASTER, TYP. T.O.SHROUD 35.28'(+24'-9") 4'-0"4'-0" ALBERTINI ALUMINUM SLIDING GLASS DOORS - DARK BRONZE FINISH, CLEAR GLASS CLEAR GLASS RAILING W/ DARK BONZE TOP RAIL ALUMINUM SHROUD TO MATCH WALL PANELS, TYP. ALUMINUM PANELS WITH FLUSH SEAMS - DARK BRONZE FINISH FIN. FLOOR: 10.53' (+0") ALUMINUM PARAPET CAP- BRONZE FINISH T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") DOVE GRAY INTEGRAL COLOR SMOOTH PLASTER, TYP. ALUMINUM TRIM WITH FLUSH SEAMS - DARK BRONZE FINISH T.O.PARAPET 33.28'(+22'-9") 10'-712" ALUMINUM CLAD WINDOWS - DARK BRONZE FINISH, CLEAR GLASS ALUMINUM SHROUD TO MATCH WALL PANELS, TYP. 10'-0" 12X36X34 LIMESTONE VENEER - BRUSHED & BUSH HAMMERED 1 A_3.0 2 A_3.0 1 A_3.1 2 A_3.1 3 A_3.1 4 A_3.1 ELECTRICAL PANEL PER A_0.1 TOP OF (E)PROPERTY LINE SITE WALL TOP OF (E)PROPERTY LINE SITE WALLS TOP OF PLANTER WALLS TOP OF GUARDRAIL T.O.BULKHEAD: 10.65' (+112") (E)PATIO FS: 8.69' CONTOUR OF EXISTING SIDEYARD HARDSCAPE CONTOUR OF EXISTING SIDEYARD HARDSCAPE T.O.BULKHEAD: 10.65' (+112") TOP OF (E)PROPERTY LINE SITE WALLS TOP OF PLANTER WALLS TOP OF (E)PROPERTY LINE SITE WALL TOP OF PLANTER WALLS TOP OF GUARDRAILS IN FOREGROUND A/C UNIT SCREENED ENCLOSURE TO MATCH PERFORATED ALUM. PANELS - DARK BRONZE ANODIZED A/C UNIT SCREENED ENCLOSURE TO MATCH PERFORATED ALUM. PANELS - DARK BRONZE ANODIZED EST. GRADE: 9.55' EST. GRADE: 9.55'23'-9"2'-0"3'-0"3'-0"23'-9"2'-0"K1 L1L2C6C7B2 110A 200B 109B 2'-0"HEIGHT CERTIFICATION REQUIRED T.O.PARAPET 33.28'(+22'-9") T.O.SHROUD 35.28'(+24'-9") T.O.SCREEN 36.28'(+25'-9") T.O.SCREEN 36.28'(+25'-9") 4'-0" 2'-0"2'-0" 10'-0" PROPERTY LINEPROPERTY LINELONGITUDINAL SECTION 1 SECTIONS 1/4"=1'-0"A_3.0 050 451 39 Scale:JR WALZ 510 LARKSPUR AVENUE CORONA DEL MAR, CA 92625 949.836.5977 WALZ.JR@GMAIL.COM WALZ : ARCHITECTURE LLC Client:Project:Legal Description:Date:THIS DRAWING IS THE PROPERTY OF JR WALZ, AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. BY Corrections/Changes:# REVISIONSDATE Seal/Signature:HOA RECHECK Issued For:Drawing No:Consultants:Note:Drawing:02.26.2020CHRISTIAN FANTICOLA FANTICOLA.LINDA ISLE 80 LINDA ISLE LONGITUDINAL SECTION 2 CLEAR GLASS RAILING W/ DARK BONZE TOP RAIL FIN. FLOOR: 10.53' (+0") T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") ALUMINUM SLIDING GLASS DOORS - DARK BRONZE FINISH, CLEAR GLASS T.O.PARAPET 33.28'(+22'-9") 10'-712" 10'-0" ALBERTINI ALUMINUM SLIDING GLASS DOORS - DARK BRONZE FINISH, CLEAR GLASS CLEAR GLASS RAILING W/ DARK BONZE TOP RAIL ALUMINUM SLIDING GLASS DOORS - DARK BRONZE FINISH, CLEAR GLASS WALL POCKET FOR SLIDING GLASS DOORS3'-6"3'-6"FIN. FLOOR: 10.53' (+0") T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") T.O.PARAPET 33.28'(+22'-9") COVE LIGHT (TYP.) SEE R.C.P. DINING 111 LIVING 110 ENTRY 100 DINING BEYOND 111 LIVING 110GARAGE 109 HALLBEDROOM 1 104 M.SUITE 200M.BATH 201 LAUNDRY 205 M.SUITE 200 BATH 2 203 BED 2 203 LIBRARY LINENSTAIR ENTRY BEYOND 100 1 A_3.1 2 A_3.1 3 A_3.1 4 A_3.1 DOCK GANGWAY BY OTHERS PLANTER BEYOND CLEAR GLASS RAILING W/ DARK BRONZE TOP RAIL CONCRETE BULKHEAD 3'-0"1'-1112"1'-612"3'-6"5'-6" REINFORCED SEAWALL BELOW, BY OTHERS REINFORCED SEAWALL BELOW, BY OTHERS T.O.BULKHEAD: 10.65' (+112") T.O.BULKHEAD: 10.65' (+112") ALUMINUM PARAPET CAP- BRONZE FINISH ALUMINUM PARAPET CAP- DARK BRONZE FINISH 1 A_3.1 2 A_3.1 3 A_3.1 4 A_3.1 (E)PATIO FS: 8.98' 1'-8" EST. GRADE: 9.55' EST. GRADE: 9.55' 1 A_4.0 OPP. 6 A_4.3 TYP. 3 A_4.0 OPP.2 A_4.0 6 A_4.1 6 A_4.0TYP. 8 A_4.0TYP. 4 A_4.1 9 A_4.2 7 A_4.2 1 A_4.2 OPP. 5 A_4.0 OPP. 11 A_4.0 12 A_4.0 1'-0"3 A_4.3 11 A_4.2 14 A_4.1 OPP. 5 A_4.0 3 A_4.2 OPP. 1 A_4.3 OPP. 3 A_4.0 OPP. 6 A_4.3TYP. 1 A_4.3 OPP. T.O.PLANTER: 11.65' (+1'-112") ENTRY COURT WATER FEATURE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE050 451 39 Scale:JR WALZ 510 LARKSPUR AVENUE CORONA DEL MAR, CA 92625 949.836.5977 WALZ.JR@GMAIL.COM WALZ : ARCHITECTURE LLC Client:Project:Legal Description:Date:THIS DRAWING IS THE PROPERTY OF JR WALZ, AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. BY Corrections/Changes:# REVISIONSDATE Seal/Signature:HOA RECHECK Issued For:Drawing No:Consultants:Note:Drawing:02.26.2020CHRISTIAN FANTICOLA FANTICOLA.LINDA ISLE 80 LINDA ISLE CROSS SECTION CROSS SECTION 2 1 SECTIONS 1/4"=1'-0"A_3.1 FIN. FLOOR: 10.53' (+0") T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") T.O.PARAPET 33.28'(+22'-9") FIN. FLOOR: 10.53' (+0") T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") T.O.PARAPET 33.28'(+22'-9") ALUMINUM PERFORATED PANELS WITH FLUSH SEAMS - DARK BRONZE BRONZE FINISH, OVER BLACKED OUT EXTERIOR PLASTER FINISH DOVE GRAY INTEGRAL COLOR PLASTER ALUMINUM FRONT DOOR WITH CLEAR GLASS - DARK BRONZE FINISH PERFORATED METAL SCREENED HVAC UNIT, SEE ROOF PLAN GARAGE 109 CLOSET GARAGE 109 BEDROOM 1 104 BATH 2 203 BATH 3 203 CLOSET STUDY 203 CLOSET HALL 1 A_3.0 2 A_3.0 1 A_3.0 2 A_3.0 DOVE GRAY INTEGRAL COLOR PLASTER PARAPET - TO MATCH WALLS DOVE GRAY INTEGRAL COLOR PLASTER PARAPET - TO MATCH WALLS CROSS SECTION CROSS SECTION 4 3 FIN. FLOOR: 10.53' (+0") T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") T.O.PARAPET 33.28'(+22'-9") FIN. FLOOR: 10.53' (+0") T.O.PLATE(+20'-6") FIN. FLOOR 2: (+11'-0") T.O.PARAPET 33.28'(+22'-9") SKYLIGHT WELL FLUSH WITH WALL COVE LIGHT (TYP.) SEE R.C.P. LAUNDRY 203 HALL GYM 203 M. SUITE 200 SITTING 205 LIVING 110 KITCHEN 112 PANTRY 113 DINING 111 HALL 101 STAIR 1 A_3.0 2 A_3.0 1 A_3.0 2 A_3.0 DOVE GRAY INTEGRAL COLOR PLASTER PARAPET - TO MATCH WALLS EST. GRADE: 9.55'EST. GRADE: 9.55' EST. GRADE: 9.55' 1 A_4.0 OPP. 5 A_4.0 13 A_4.2 10 A_4.0 - A_4.0 6 A_4.3 TYP. TYP. 1 A_4.1TYP.4 A_4.0 7 A_4.1 9 A_4.1 7 A_4.0 2 A_4.0TYP. 1 A_4.1TYP. 1 A_4.1TYP. 3 A_4.1TYP. 2 A_4.1TYP.14 A_4.1 7 A_4.3 4 A_4.3 5 A_4.3 4 A_4.0 6 A_4.0 10 A_4.0 2 A_4.0 1 A_4.0 OPP.13 A_4.0 OPP. 2 A_4.0 OPP. 2 A_4.0 OPP. OPP. 1 A_4.1 3 A_4.1 OPP. OPP. 6 A_4.3 WATER FEATURE 13 A_4.0 OPP. 4 A_4.0 4 A_4.0 ENTRY COURT WATER FEATURE HVACHVACwm GM LANDSCAPE PLAN 1 LANDSCAPE PLAN 1/4"=1'-0"L_1.0 NOTES PLANTING NOTES PROVIDE AUTOMATIC IRRIGATION FOR ALL PLANTED AREAS. IRRIGATION TO CONSIST OF A COMBINATION OF LOW VOLUME DRIP TUBING AND MICRO-SPRAY HEADS CONTROLLED BY AUTOMATIC VALVES AND A FLEXIBLE AUTOMATIC CONTROLLER HAVING WEATHER SENSITIVITY AND A MASTER CONTROL VALVE. A REDUCED PRESSURE BACKFLOW PREVENTER WILL BE USED AND WILL NOT BE LOCATED IN THE RIGHT-OF-WAY. THIS PRELIMINARY PLAN IS NOT INTENDED TO BE USED AS A CONSTRUCTION DOCUMENT. PROPERTY LINE PROPERTY LINE 4'-0"4'-0"10'-0" TO ARCHITECTURAL TRIM25'-0" ASSESSORS PARCEL#: 458 672 22 Scale:WALZ : ARCHITECTURE Client:Project:Legal Description:Date:THIS DRAWING IS THE PROPERTY OF RRLA, AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERMISSION. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. BY Corrections/Changes:# REVISIONSDATE Seal/Signature:PERMIT Issued For:Drawing No:Consultants:Note:Drawing:2020.12.14CHRISTIAN FANTICOLA FANTICOLA.LINDA ISLE 80 LINDA ISLE JR Walz 23 Coporate Plaza, Suite 150 Newport Beach, CA 92660 949.836.5977 jr@walzarchitecture.com RRLARichard Ramsey Landscape Architect 3035 Bern Drive Laguna Beach, CA 92651 949-290-9009 RichardFa rr a Ramsey 5 467r #RR Submittal12/15/20 RRSubmittal 403/30/21 AGA TEQ Agave tequilana 4 - 24" box reaches 6't x 6'w` Blue Agave CHO PEL Chondropetalum elephantinum Large Cape Rush 2 - 25 G 4' t + 5'w PLANTING LEGEND EXISTING FICUS TREE TO REMAIN DRY CLEAN CLOSET SCREENED TRASH AREA LOCATION OF WINDOWS ON FIRST FLOOR FOOTPRINT OF NEIGHBORING HOME PROPERTY LINEPROPERTY LINE PROPERTY LINE PROPERTY LINEWATER FEATURE (max. depth 18") WATER FEATURE NOTES WATER FEATURE WILL NOT EXCEED 18" DEPTH. WATER FEATURE WILL USE A SUBMERSIBLE PUMP. FILTRATION AND PUMP EQUIPMENT TO BE BURIED IN AN ENCLOSED UNDERGROUND VAULT AND THE VAULT COVER WILL BE FLUSH WITH THE SURROUNDING WALKWAY OR GROUND COVER. SOUND TRANSMISSION WILL NOT EXCEED 55 DB BETWEEN THE HOURS OF 7:00AM-10:00PM AND 50 DB BETWEEN THE HOURS OF 10:00PM-7:00AM AT THE TIME OF INSTALLATION AS MEASURED AT THE PROPERTY LINE. PER NBMC 10.26.025. THE SOUND LEVELS OUTLINED ABOVE WILLBE MAINTAINED AT ALL TIMES. PER NBMC 10.26.025 CHO PEL CHO PEL AGA TEQ WATER FEATURE EQUIP. VAULT JOB: 75-74 DATE: 3/26/20 949 422-1869 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 PREPARED FOR:TOPOGRAPHIC SURVEY LEGAL DESCRIPTION:BENCH MARK:ADDRESS OF PROJECT: XX 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’ 80 LINDA ISLE NEWPORT BEACH, CA C.F. CURB FACE C.P. CONTROL POINT FL FLOWLINE LEAD & TAGL&T TC TOP OF CURB T.O.R. TOP OF ROOF S&W SPIKE & WASHER 10.01FS 10.38FF 10.18FS 10.2FS 10.2FS 10.2FS 10.1FS 10.1FS 10.10FS 10.09FS 10.40TW 10.31TW 16.18TW 16.16TW 9.45FF 9.50FF 10.57FF 9.52FS 9.33FS 9.22FS 9.24FS 9.39FS 9.62FS 10.37FS 10.22FS 10.03FS 9.99FS 9.86GF 10.08GF 15.25TW 11.99TW 12.01TW 9.61TW 11.67TW 11.65TW 15.18TW 15.56TW 15.55TW 15.63TW 33.66 RIDGE 36.15 RIDGE 27.36 EAVE 9.14FS 9.08FS 9.61TW 8.69 DECK 8.77 DECK 8.98 DECK MULTI TRUNK 9.94FS 9.61TC 9.60TC 9.54TC 9.57TC 9.67TC 9.70TC 9.04FL 8.94FL 9.82TC 9.76TC 9.64TC 10.18NG 9.71FS 9.71FS 9.73FS WM WM 36" TREE 9.11 9.75 CHIS. BOX LEAD 8.94 LEAD 8.62L&T 9.27 L&T L.S.4653 GM GM 3.9 3.9 4.2 3.7 25.0 14.0 2.0 5.6 1.2 X X X X 24" TREE COLUMN COLUMN ROOF SUPPORT ROOF SUPPORT ROOF SUPPORT GRADE BREAK RAMP TO DOCK CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC.CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC.CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. JR WALZ LOT 80 OF TRACT MAP NO. 4003 NB 4-39-77 P P P P P P P P P P P P CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. BUILDING 2 STORY BUILDING 2 STORY BUILDING ELEVATION = 10.85 NAVD 88 DATUM P P 3.0 GUTTER GARAGE SETBACK LINE N88%%D19’56"E 45.00’ N88%%D19’56"E 45.00’ N1%%D40’04"W 124.00’ N1%%D40’04"W 124.00’ 11.7TW 9.8FS 9.7FS 9.9FS 10.0FS 9.6FS 9.6FS 9.2FS 9.2FS 9.2FS LINDA ISLE CENTER LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 9.9NG RON MIEDEMA NO. 4653 EXP. 9/30/21 L I C E N S E D L A N D S U R V E Y O R S T A T E O F C A L I F O R N I A 60’ NTS 60’ NTS 60 FOOT EASEMENT FOR PIER AND RELATED USE PA2020-360 PROPOSED RESIDENCEFF= 10.538" SS lat.8" WWWLEGEND SCOPE OF WORKCITY OF NEWPORT BEACH NOTESADDITIONAL NOTESSURVEYORDETAILCATCH BASIN FILTER INSERT139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYPA2020-360 PROPOSED RESIDENCEFF= 10.538" SS lat.8" WWW SURVEYORLEGENDNOTEEROSION CONTROL BMPsTEMPORARY SEDIMENT CONTROLWIND EROSION CONTROLTRACKING CONTROLWASTE MANAGEMENT AND MATERIALS POLLUTION CONTROLNON-STORMWATER MANAGEMENTYEAR-ROUND BMP REQUIREMENTS139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYPA2020-360 PA2020-360 PA2020-360 PA2020-360