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Home My WebLink AboutPA2022-0214_20221003_CDP_Plans_42x30SEPARATE PERMITSTHE FOLLOWING ITEMS ARE SEPARATE SUBMITTALS & NOT A PART OF THIS PERMIT.SITE WALLS, RETAINING WALLS, TRASH ENCLOSURES, CARPORTS, SITE LIGHTING,TEMPORARY POWER POLES, EMERGENCY GENERATORS, GREASE INTERCEPTORS, &SPRAY BOOTHS REQUIRE SEPARATE SUBMITTALS, APPORVALS AND PERMITS. THESEITEMS MY BE ON YOUR PLANS BUT ARE NOT PART OF THE BUILDING APPROVAL.FIRE SPRINKLER SYSTEMCAL-OSHA NOTES1. A CONSTRUCTION PERMIT IS REQEQUIRED FOR CONSTRUCTION OF TRENCHESOR EXCAVATIONS WHICH ARE FIVE FEET OR DEEER AND INTO WHICH A PERSON ISREQUIRED TO DESCEND, CONSTRUCTION OF ANY BUILDING , STRUCTURE,SCAFFOLDING OR FALSEWORK MORE THAT NHREE STORIES HIGH OR THE EQUIVALENTHEIGHT (36 FT.), DEMOLITION OF ANY BUILDING OR STRUCTURE, OR DISMANTLING OFSCAFFOLDING OR FALSEWORK SYSTEMS MORE THAN THREE STORIES HIGH, OR THEEQUIVALENT HEIGHT (36 FT.).OWNER:DEAN SPANOS2761 BAYSHORE DRIVENEWPORT BEACH, CA 92663PROJECT ADDRESS:BAYSHORES COMMUNITY2761 BAYSHORE DRIVENEWPORT BEACH, CA 92663APN: 049-192-07LEGAL DESCRIPTIONLOT 22 OF TRACT NO. 1014, IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAPRECORDED IN BOOK 33, PAGE 31, OF MISCELLANEOUS MAPSIN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.PROJECT INFORMATIONAREA TABULATIONSSHEET INDEXPROJECT TEAMPROJECT DESCRIPTIONVICINITY MAPSCOPE OF WORK:DEMOLITION OF EXISTING 2,200 S.F. SINGLE FAMILY DWELLING.CONSTRUCTION OF A NEW 1,977 SQ. FT. SINGLE FAMILY DWELLINGWITH A 669 S.F. ATTACHED 2-CAR GARAGE AND A 616 SQ. FT. UPPERLEVEL TERRACE. ASSOCIATED GRADING PLANS / SITE WALLS, FIRESPRINKLERS, AND SWIMMING POOL BY SEPARATE PERMIT.SWIMMING POOL & SPAARCHITECT Hayer Architecture 445 Marine View Drive, Suite 280 Del Mar, CA 92014(858) 792-2800GEOTECHNICAL ENGINEER Coast Geotechnical Inc. 1200 W. Commonwealth Ave Fullerton, CA 90638(714) 870-1211CIVIL ENGINEER Thomas M. Ruiz, Civil Engineer 11 Thornbird Aliso Viejo, CA 92656(714) 580-7455LANDSCAPE ARCHITECT Garden Studio Design 2732 E. Coast Hwy Ste A. Corona Del Mar, CA 92625(714) 334-0990project no.:permit no.:PERMIT-S I T E A R E A 4,000 SF 0.092 ACRESB U I L D I N G A R E AI N T E R I O RMAIN LEVELTOTAL HABITABLEGARAGE | MECH | STGG R O S S F L O O R A R E A E X T E R I O R 944 SF1,977 SF 669 SF2,646 SF 616 SFUPPER EXTERIOR TERRACEGRADING PLANS & SITE WALLSNORTHN.T.S.L O T C O V E R A G E66.15%1. SEE FIRE PROTECTION PLANS / SPECS UNDER SEPARATE PERMIT. THE PROJECTSHALL BE 100% SPRINKLERED WITH NFPA TYPE 13D RESIDENTIAL SYSTEM AND/OR ASGOVERNED BY CURRENTLY ADOPTED CRC SECTION 313, CFC FIRE PREVENTION ANDPROTECTION CODE, AND AMENDMENTS AS LOCALLY ADOPTED..2. ANY REQUIRED APPROVALS MUST BE OBTAINED FROM THE FIRE AND HAZARDPREVENTION SERVICES BEFORE THE BUILDING IS OCCUPIED.3. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS;FIRE-EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLERS AND WET & DRYSTANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE-EXTINGUISHING SYSTEMS; BASEMENT PIPE INLETS; AND OTHER FIRE-PROTECTIONSYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND HAZARDPREVENTION SERVICES FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.4. FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIES FOR FIRE PROTECTIONSHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING TIME OFCONSTRUCTION. (CFC 1408, 1410, 1412, 1413).5. BUILDINGS UNDERGOING CONSTRUCTION ALTERATION OR DEMOLITION SHALL BE INACCORDANCE WITH CFC CHAPTER 14 (CFC 1401.1)6. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.(TITLE 19, SECT. 3.08, 3.21; CFC 804).7. FIRE-EXTINGUISHING SYTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CFCSECTION 903.8. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM (BELL) SHALL BE PROVIDED ONTHE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATIONN. (CFC 903.4.2).9. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLERSYSTEMS AND WATER FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BEELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINLKERS IS 20 OR MORE (CFC903.4).10. ADDRESS SHALL BE RROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN APOSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTINGTHE PROPERTY. (CFC 505.1, FHPS P-00-6)11. BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE STREET ORROAD FRONTING THE PROPERTY. NUMBERS SHALL BE 4" MINIMUM IN HEIGHT AND OF ACONTRASTING COLOR.T1TOPO 1TITLE & INDEXTOPOGRAPHICAL SURVEYSITEBUILDING DEPT NOTESGENERAL FIRE NOTESA1.1 SITE | FLOOR PLAN - MAIN LEVELA1.2 FLOOR PLAN - UPPER LEVELA1.3 ROOF PLANA2.0 BUILDING ELEVATIONSA2.1 BUILDING ELEVATIONSA3.0 BUILDING SECTIONSL-1 HARDSCAPE PLANL-2 PLANTING PLANL-3 ELEVATIONSL-4 LIGHTING PLANL-5 IRRIGATION PLANL-6 IRRIGATION NOTESC2C4C5PRECISE GRADING PLANEROSION CONTROL PLANGEOTECHNICAL RECOMMENDATIONS-2,646 SF / 4,000 SFDEFERRED SUBMITTALSTHE FOLLOWING ITEMS ARE DEFERRED SUBMITTALS & ARE INCLUDED AS APART OF THIS PERMIT.PV SYSTEM IS A DEFERRED SUBMITTAL AND IS REQUIRED TO BE APPROVEDAND INSTALLED PRIOR TO BUILDING FINAL. IT WILL NOT BE UNDER ASEPARATE PERMIT. SOLAR INSTALLER WILL BE REQUIRED TO SUBMIT A FULLSOLAR SUBMITTAL ACCORDING TO BIGHORN SOLAR GUIDELINES.PHOTOVOLTAIC SOLAR ELECTRICAL SYSTEMSPANOS RESIDENCEUPPER LEVEL1,033 SFL A N D S C A P E A R E AHARDSCAPESOFTSCAPEPOOLT O T A L L A N D S C A P E A R E A2,311 SF1,027 SF 836 SF 448 SF1. GENERAL PLAN LAND USE:RS-D2. ZONING DISTRICT:R-13. COASTAL LAND USE PLAN:RSD-B4. COASTAL ZONE DISTRICT:R-15. GROSS SQ. FOOTAGE:2,646 SQ. FT.6. PROPOSED BUILDING HEIGHT:26’-9”7. OCCUPANCY:R3 | U8. CONSTRUCTION TYPE:V-B9. FIRE PROTECTION:SPRINKLERED10. NUMBER OF UNITS:ONE11. NUMBER OF FLOORS:TWO12. NUMBER OF BEDROOMS:TWO13. PARKING SPACES:TWO OFF-STREET, ENCLOSED14. EXISTING LAND USE:ONE RESIDENTIAL UNIT15. PROPOSED LAND USE:ONE RESIDENTIAL UNITGRADING EARTHWORKRAW CUT:50 C.Y.RAW FILL:15 C.Y.BAYSHORES COMMUNITY2761 BAYSHORE DRIVECONSTRUCTION NOTESALL CONSTRUCTION MATERIALS & INSTALLATION SHALL COMPLY WITH:THE 2019 CALIFORNIA BUILDING STANDARDS CODE, CCR TITLE 242019 CALIFORNIA BUILDING CODE (CBC)2019 CALIFORNIA RESIDENTIAL CODE (CRC)2019 CALIFORNIA ELECTRICAL CODE (CEC)2019 CALIFORNIA MECHANICAL CODE (CMC)2019 CALIFORNIA PLUMBING CODE (CPC)2019 CALIFORNIA ELEVATOR SAFETY CODE2019 CALIFORNIA HISTORICAL BUILDING CODE2019 CALIFORNIA FIRE CODE2019 CALIFORNIA EXISTING BUILDING CODE2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGreen/ CGBC)2019 BUILDING ENERGY EFFICIENCY STANDARDS (TITLE 24 PARTS 6 & 11)2019 CALIFORNIA REFERENCED STANDARDS CODEAMERICANS WITH DISABILITIES ACT (ADA) - MOST CURRENT EDITIONAND ALL OTHER AMMENDMENTS AND ORDINANCES OF LOCAL GOVERNING AUTHORITIES.1. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BECONTRARY TO SUCH LAWS, ORDINANCES RULES AND REGULATIONS, ANDWITHOUT SUCH NOTICE TO THE DESIGNER AND/OR OWNER, HE SHALL ASSUMEALL RESPONSIBILITY AND SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO.CONTRACTOR TO NOTIFY DESIGNER AND/OR OWNER OF ANY VARIANCES IN THECONSTRUCTION DOCUMENTS.2. ALL REQUIREMENTS AND REGULATIONS PERTAINING TO THEHANDICAPPED AND OSHA MUST BE INCORPORATED IN THE WORK EVEN THOUGHTHEY MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN EITHER THEDRAWINGS OR SPECIFICATIONS.3. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELYRESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OFTHE PERSONS AND PROPERTY AND FOR ALL INDEPENDENT ENGINEERINGREVIEWS OF THESE CONDITIONS. THE ARCHITECT'S AND ENGINEER'S JOB SITEREVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THECONTRACTOR'S SAFETY MEASURES.4. THE SOIL ENGINEER IS TO VERIFY THE SITE CONDITIONS ARE THE SAME ASASSUMED IN THE SOIL REPORT. THE SOIL ENGINEER NEEDS TO VERIFY THE SOILIS COMPACTED 90%. THE SOIL ENGINEER IS TO VERIFY THE FOOTINGS ARECARRIED TO THE PROPER BEARING STRATA.1. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREETOR ROAD FRONTING THE PROPERTY.2. RESIDENTIAL TRASH RECEPTACLES TO BE LOCATED IN WALLED RUBBISH AREA.3. COAST-BAYSHORE BUS TRANSIT STOP LOCATED .2 MILES FROM SITE.4. NO BIKE RACKS OR LOCKERS OTHER THAN OWNER'S GARAGE STORAGE.5. ALL EXTERIOR LIGHTING FIXTURES SHALL BE UNOBTRUSIVE AND SHIELDED SUCHTHAT NO LIGHT SHALL FALL EXCESSIVELY BEYOND SITE BOUNDARIES AND SHALLCOMPLY WITH LOCAL LIGHTING POLLUTION ORDINANCE & CGBC.6. PROVIDE 1/4" PER FOOT (MIN.) SLOPE AT ALL UPPER ROOF DECKS.7. ALL ROOF ASSEMBLIES SHALL BE CLASS A FIRE RESISTANCE RATED.general notes1. AUTOMATIC IRRIGATION CONTROLLER(S) INSTALLED BY THE BUILDER SHALL BEIN PLACE FOR FINAL INSPECTION2. CONTROLLERS SHALL BE WEATHER - OR SOIL - MOISTURE BASED THATAUTOMATICALLY ADJUSTS IRRIGATION IN RESPONSE TO CHANGES IN PLANT NEEDS ASWEATHER CONDITIONS CHANGE3. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS ORCOMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE ASEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATESWITH THE CONTROLLER(S). SOIL MOISTURE BASED CONTROLLERS ARE NOT REQUIREDTO HAVE RAIN SENSOR INPUTcalgreen notes:ofsheetsheetsheet titlekey mapstatusissue dateConceptPreliminaryDesign Dev.ReviewPlan CheckNOT FOR CONSTRUCTIONFOR CONSTRUCTIONConstructionOtherrevisionsprojecth a y e r a r c h i t e c t u r e 4 4 5 M a r i n e V i e w A V ES u i t e 2 8 0t 8 5 8 7 9 2 2 8 0 0f 8 5 8 7 9 2 2 8 0 2arch@hayerarchitecture.comD e l M a r , C A 9 2 0 1 4RESIDENCESPANOS2761 BAYSHORE DRIVENEWPORT BEACH, CA 9266309/27/2022 SCHEMATIC - ARC #3BAY SHOREScity09/30/2022 CDP SUBMITT1GENERAL NOTES/ INDEXPA2022-0214PA2022-0214 23BAYSHORE DRIVE℄LOT 22TRACT NO. 1014M.M. 33/31 LOT 23 LOT 21N70°08'56"W 99.95'N19°50'03"E 40.00'N70°08'36"W 99.94'N19°50'58"E 40.01' ALLEY BASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE PROPERTYLINE OF LOT 22 HAVING A BEARING OF N19°50'58"E PER TRACT NO. 1014, M.M.33/31.VICINITY MAPBENCHMARK INFORMATION2761 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 (APN: 049-192-07) TOPOGRAPHIC MAP 1 1TITLE REPORT/EASEMENT NOTES2761 BAYSHORE DRIVENEWPORT BEACH, CA 92663(APN: 049-192-07)NO TITLE REPORT PROVIDEDLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:LOT 22 OF TRACT NO. 1014, IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAPRECORDED IN BOOK 33, PAGE 31, OF MISCELLANEOUS MAPS INTHE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.LCEXISTING ELEVATIONLEGEND( )ACASPHALT PAVEMENTFOUND MONUMENTSEARCHED, FOUND NOTHING; SETNOTHINGFSFLFINISHED SURFACEFLOWLINEFFGFINISHED FLOOR GARAGECONCRETE SURFACET.B.M.TEMPORARY BENCHMARKSET ON A FOUND NAIL & TAGSTAMPED RCE28329ELEVATION = 12.95 FEETHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/22STATEOFCALI FOR N IA PAUL DOMINICKCRAFTExp. 12/31/22No. 8516PROFESSI ONALLANDSURVEYORFFFINISHED FLOORWATER METERWMEGEDGE OF GUTTERGAS METERGMCENTERLINETCTOP OF CURBGRAPHIC SCALESURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBLOCK WALLNGNATURAL GROUNDBENCHMARK NO: 3K-24A-82DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARKDISK STAMPED "3K-24A-82", SET IN THE TOP OF A CONCRETE BRIDGEDECK. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THEINTERSECTION OF PACIFIC COAST HIGHWAY AND NEWPORT BAYCROSSING, 42 FT. SOUTHERLY OF THE CENTERLINE OF PCH AND 37FT. EASTERLY OF THE WEST END OF THE SOUTHERN GUARD RAILALONG BRIDGE. MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 19.353 FEET (NAVD88), YEAR LEVELED 2015ACU AIR CONDITION UNITCATV CABLE TV BOXWOODEN FENCE (WDF)GRASS SURFACEEVTELECTRICAL VAULTCLM COLUMNPAPLANTER AREATFTOP OF FENCETWTOP OF WALL1/17/2022PA2022-0214PA2022-0214 PA2022-0214PA2022-0214 PA2022-0214PA2022-0214 PA2022-0214PA2022-0214 45°45°45°45° 45° 45° 45° 45°Garage22'-0" x 21'-6"Golf Cart12'-0" x 9'-6"10'-0" rear SB51'-6"10'-6"16'-0"1'-0"10'-0" front SB9'-9"40'-0"100'-0"up4'-0" SB4'-0" SB curbBreakfastKitchenDiningPowdrLaundMedia18'-0" x 12'-0"Dining18'-0" x 10'-0"Kitchen18'-0" x 8'-0"EntryF.F. = 0'-0"(14.0')Pool16'-0" x 28'-0"Baja ShelfdnFAUStgrefrangesinkdwbar/ buffet (N) 6' h. property line wallplaster over CMUAlley Bayshore DrivePatio 32'-0"storagew/dtvPool EquipVaultcenterline(N) 6' high wall w/wood siding & shapedwood cap to matchadjacent houseExisting Residenceall materials & details to bematched on new residence1A2.0trash2A2.03A2.1BA3.04A2.1AA3.0pool equipment must meetthe sound decibel ratingstandards of the cityplantpocketplantpocket1'-0"(N) 66" h. gate tomatch landscapeelevation sheet L-3(N) stone pavers (-1")(N) wood deck (-1/2")see landscape sheet L-1for materials(E) 6' h. property line wallplaster over CMUto remain(N) 60" h.wood gate(see landscape sht. L-3)24"(N) plaster pilasters &wood infill tomatch landscapesheet L-3(3' high max.)HOA setbackmailboxsee landscapesheet L-3concrete pavingsee landscape sheetL-1 for materialswood trellisabove(N) 66" h. gate tomatch landscapeelevation sheet L-3F.G. = -8" (13.3'), typofsheetsheetsheet titlekey mapstatusissue dateConceptPreliminaryDesign Dev.ReviewPlan CheckNOT FOR CONSTRUCTIONFOR CONSTRUCTIONConstructionOtherrevisionsprojecth a y e r a r c h i t e c t u r e 4 4 5 M a r i n e V i e w A V ES u i t e 2 8 0t 8 5 8 7 9 2 2 8 0 0f 8 5 8 7 9 2 2 8 0 2arch@hayerarchitecture.comD e l M a r , C A 9 2 0 1 4RESIDENCESPANOS2761 BAYSHORE DRIVENEWPORT BEACH, CA 9266309/27/2022 SCHEMATIC - ARC #3BAY SHOREScity09/30/2022 CDP SUBMITA1.1SITE| FLOOR PLAN - MAIN LEVELSCALE: 1/4" = 1'-0"SITE| FLOOR PLAN - MAIN LEVEL0 2 4 8 F T.NORTHMAIN LEVEL 944 SFUPPER LEVEL 1,033 SFTOTAL HABITABLE 1,977 SFGARAGE | MECH | STG 669 SFUPPER TERRACE 616 SFPA2022-0214PA2022-0214 45° 45°45° 45° 45° 45° 45°45°Bedroom 116'-0" x 13'-0"Bedroom 215'-0" x 15'-0"Bath 16'-0" x 15'-6"Bath 213'-0" x 7'-6"shwrshwrwcwccloscloshvacclos chaisefirepitTerrace18'-6" x 30'-0"+13'-3" (27.3')dnup10'-0" front SB40'-0"100'-0"4'-0" SB4'-0" SB 32'-0"1A2.02A2.03A2.14A2.110'-0" rear SB51'-6"1'-0"roof overhang+18" h. clad inflagstone+11'-3 1/2"(25.3')A1.2FLOOR PLAN - UPPER LEVELSCALE: 1/4" = 1'-0"0 2 4 8 F T.ofsheetsheetsheet titlekey mapstatusissue dateConceptPreliminaryDesign Dev.ReviewPlan CheckNOT FOR CONSTRUCTIONFOR CONSTRUCTIONConstructionOtherrevisionsprojecth a y e r a r c h i t e c t u r e 4 4 5 M a r i n e V i e w A V ES u i t e 2 8 0t 8 5 8 7 9 2 2 8 0 0f 8 5 8 7 9 2 2 8 0 2arch@hayerarchitecture.comD e l M a r , C A 9 2 0 1 4RESIDENCESPANOS2761 BAYSHORE DRIVENEWPORT BEACH, CA 9266309/27/2022 SCHEMATIC - ARC #3BAY SHOREScity09/30/2022 CDP SUBMITNORTHFLOOR PLAN - UPPER LEVELMAIN LEVEL 944 SFUPPER LEVEL 1,033 SFTOTAL HABITABLE 1,977 SFGARAGE | MECH | STG 669 SFUPPER TERRACE 616 SFPA2022-0214PA2022-0214 wood shake roofingto match adjacenthouse installed asclass 'A' assembly4:12 slope, typ.Belgard 'lagoon-sharkskin' porcelain tileover Dex-O-Tex system1/4"/ ft. slope, typ.+42" woodguardrail -painted whiteACACroofhatchPV solarpanel arrayPV solarpanel arraymechanical equip. to be screenedfrom view & must meet the sounddecibel rating standards of the cityRecessedRoof Well+26'-1"(40.08')+ 21'-9"(35.8')19", typ.24", typ.+ 13'-3"+9" wood cornice -painted whitefirepit+18" h. clad inflagstonecoppergutters, typ.painted woodtrellis @ mainlevel below+16'-9"(30.8')A1.3ROOF PLANSCALE: 1/4" = 1'-0"0 2 4 8 F T.ofsheetsheetsheet titlekey mapstatusissue dateConceptPreliminaryDesign Dev.ReviewPlan CheckNOT FOR CONSTRUCTIONFOR CONSTRUCTIONConstructionOtherrevisionsprojecth a y e r a r c h i t e c t u r e 4 4 5 M a r i n e V i e w A V ES u i t e 2 8 0t 8 5 8 7 9 2 2 8 0 0f 8 5 8 7 9 2 2 8 0 2arch@hayerarchitecture.comD e l M a r , C A 9 2 0 1 4RESIDENCESPANOS2761 BAYSHORE DRIVENEWPORT BEACH, CA 9266309/27/2022 SCHEMATIC - ARC #3BAY SHOREScity09/30/2022 CDP SUBMITNORTHROOF PLANPA2022-0214PA2022-0214 PROPERTY LINE 4' SYSB PROPERTY LINE 4' SYSBwood shakes installedas class 'A' assemblycopper gutters &downspouts w/painted wood fasciasDINING/ MEDIA PL. HT.(+12'-0 5/8" | 26.1')6' high pool wallin foregroundpainted woodguardrailpainted shiplapwood sidingwood w/ aluminumcladding doors &windows*ALL MATERIALS& COLORS TOMATCH ADJACENTHOUSEpaintedwood corniceSTAIRWELL PL. HT.(+21'-4 1/8" | 35.3')TERRACE FIN. FLR.(+13'-3" | 27.3')26'-9"painted woodtrim, typ.oil rubbed bronzelight fixturesrecessedmechanicalwell beyondFIN. GRADE(-8" | 13.3')MAIN LEVEL FIN. FLR.(+0'-0" | 14' DATUM)PROPERTY LINE 10' FYSB PROPERTY LINE10' RYSB DINING/ MEDIA PL. HT.(+12'-0 5/8" | 26.1')TERRACE FIN. FLR.(+13'-3" | 27.3')26'-9" BAYSHORE DRIVE ENTRY PL. HT.(+10'-0 5/8" | 24.1')UPPER LEVEL FIN. FLR.(+11'-3 1/2" | 25.3')BEDROOM PL. HT.(+21'-4 1/8" | 35.3')ALLEY swimming pool beyond19", typ.24", typ.24"FIN. GRADE(-8" | 13.3')MAIN LEVEL FIN. FLR.(+0'-0" | 14' DATUM)RIDGE HT.(+26'-1" | 40.08')EXTERIOR BUILDING ELEVATIONSA2.01ofsheetsheetsheet titlekey mapstatusissue dateConceptPreliminaryDesign Dev.ReviewPlan CheckNOT FOR CONSTRUCTIONFOR CONSTRUCTIONConstructionOtherrevisionsprojecth a y e r a r c h i t e c t u r e 4 4 5 M a r i n e V i e w A V ES u i t e 2 8 0t 8 5 8 7 9 2 2 8 0 0f 8 5 8 7 9 2 2 8 0 2arch@hayerarchitecture.comD e l M a r , C A 9 2 0 1 4RESIDENCESPANOS2761 BAYSHORE DRIVENEWPORT BEACH, CA 9266309/27/2022 SCHEMATIC - ARC #3BAY SHOREScity09/30/2022 CDP SUBMITBUILDING ELEVATION - EAST - FRONT0 2 4 8 F T.SCALE: 1/4" = 1'-0"(NO FOREGROUND WALLS SHOWN)2BUILDING ELEVATION - SOUTH - LEFT0 2 4 8 F T.SCALE: 1/4" = 1'-0"'SHEPHERD' WALL SCONCEBY SEAN LAVINPA2022-0214PA2022-0214 PROPERTY LINE 4' SYSB PROPERTY LINE 4' SYSB MAIN LEVEL FIN. FLR.(+0'-0" | 14' DATUM)BEDROOM PL. HT.(+21'-4 1/8" | 35.3')26'-9"FIN. GRADE(-8" | 13.3')ENTRY PL. HT.(+10'-0 5/8" | 24.1')UPPER LEVEL FIN. FLR.(+11'-3 1/2" | 25.3')6' high propertyline wallsboth sidespainted woodtrim, typ.wood gatesboth sidescopperdownspoutpainted shiplapwood sidingwood w/ aluminumcladding doors &windowswood & frosted glassoverhead sectionalgarage doorswood shakesinstalled as class'A' assemblypainted woodtrellis & bracesRIDGE HT.(+26'-1" | 40.08')DINING/ MEDIA PL. HT.(+12'-0 5/8" | 26.1')TERRACE FIN. FLR.(+13'-3" | 27.3')26'-9" BAYSHORE DRIVE ENTRY PL. HT.(+10'-0 5/8" | 24.1')UPPER LEVEL FIN. FLR.(+11'-3 1/2" | 25.3')BEDROOM PL. HT.(+21'-4 1/8" | 35.3')PROPERTY LINE PROPERTY LINE 10' RYSB 10' FYSB ALLEYplaster pilasters &wood infill tomatch landscapesheet L-3(3' high max.)6' high wood cladproperty line wallw/ porcelain tileon pool sideswimming pool beyondEAVE HT. (TYP.)(+21'-9" | 35.8')pool vaultbeyondFIN. GRADE(-8" | 13.3')MAIN LEVEL FIN. FLR.(+0'-0" | 14' DATUM)EXTERIOR BUILDING ELEVATIONSA2.13ofsheetsheetsheet titlekey mapstatusissue dateConceptPreliminaryDesign Dev.ReviewPlan CheckNOT FOR CONSTRUCTIONFOR CONSTRUCTIONConstructionOtherrevisionsprojecth a y e r a r c h i t e c t u r e 4 4 5 M a r i n e V i e w A V ES u i t e 2 8 0t 8 5 8 7 9 2 2 8 0 0f 8 5 8 7 9 2 2 8 0 2arch@hayerarchitecture.comD e l M a r , C A 9 2 0 1 4RESIDENCESPANOS2761 BAYSHORE DRIVENEWPORT BEACH, CA 9266309/27/2022 SCHEMATIC - ARC #3BAY SHOREScity09/30/2022 CDP SUBMITBUILDING ELEVATION - WEST - REAR0 2 4 8 F T.SCALE: 1/4" = 1'-0"4BUILDING ELEVATION - NORTH - RIGHT0 2 4 8 F T.SCALE: 1/4" = 1'-0"PA2022-0214PA2022-0214 PROPERTY LINE 4' SYSB PROPERTY LINE 4' SYSB 26'-9"BEDROOM PL. HT.(+21'-4 1/8" | 35.3')GARAGE PL. HT.(+9'-10 1/2" | 23.9')UPPER LEVEL FIN. FLR.(+11'-3 1/2" | 25.3')GarageMech. WellBedroom 16' high propertyline wallpainted shiplapwood sidingwood w/ aluminumcladding doors &windowscopperdownspout2 x 6 wood studwalls w/ 5/8" gyp.bd. interiorconc. ftg.per struct.EAVE HT. (TYP.)(+21'-9" | 35.8')wood shakesinstalled as class'A' assemblyBedroom 2CartsFIN. GRADE(-8" | 13.3')MAIN LEVEL FIN. FLR.(+0'-0" | 14' DATUM)PROPERTY LINE 10' FYSB PROPERTY LINE10' RYSB26'-9" BAYSHORE DRIVE ALLEY PoolDining| MediaMechGarageBEDROOM PL. HT.(+21'-4 1/8" | 35.3')ENTRY PL. HT.(+10'-0 5/8" | 24.1')UPPER LEVEL FIN. FLR.(+11'-3 1/2" | 25.3')FIN. SURFACE(-6" | 13.5', VERIFY)DINING/ MEDIA PL. HT.(+12'-0 5/8" | 26.1')TERRACE FIN. FLR.(+13'-3" | 27.3')9" 3'-6"Mech. WellTerraceBedroom 2GARAGE PL. HT.(+9'-10 1/2" | 23.9')pool vaultbeyondMAIN LEVEL FIN. FLR.(+0'-0" | 14' DATUM)RIDGE HT.(+26'-1" | 40.08')T.O. GUARDRAIL(+16'-9" | 30.8')BUILDING SECTIONSA3.0ofsheetsheetsheet titlekey mapstatusissue dateConceptPreliminaryDesign Dev.ReviewPlan CheckNOT FOR CONSTRUCTIONFOR CONSTRUCTIONConstructionOtherrevisionsprojecth a y e r a r c h i t e c t u r e 4 4 5 M a r i n e V i e w A V ES u i t e 2 8 0t 8 5 8 7 9 2 2 8 0 0f 8 5 8 7 9 2 2 8 0 2arch@hayerarchitecture.comD e l M a r , C A 9 2 0 1 4RESIDENCESPANOS2761 BAYSHORE DRIVENEWPORT BEACH, CA 9266309/27/2022 SCHEMATIC - ARC #3BAY SHOREScity09/30/2022 CDP SUBMIT0 2 4 8 F T.BBUILDING SECTION0 2 4 8 F T.SCALE: 1/4" = 1'-0"ABUILDING SECTIONSCALE: 1/4" = 1'-0"PA2022-0214PA2022-0214 HARDSCAPE LEGEND 1. Concrete Paving, Smooth Sand Finish (Top Cast #3), Davis Color 'Miami Buff' 2. 2" - 3" Capitan Cobbles, Stacked Pattern: a. Grout Color & Size: TBD 3. Azek 'Weathered Teak' Wood Planks 4. 4" Green Seam, See Sheet L-2 for Plant Material 5. 28' x 16' Pool with 5' x 16' Baja Shelf a. Plaster: TBD b. Waterline Tile: TBD c. Coping: TBD 6. 36" Ht. Pilaster and Fence, See Sheet L-3 'Pilaster and Fence Elevation' 7. 36" Ht. Mailbox, See Sheet L-3 'Mailbox Elevation' 8. (2x) 18" Dia. Pot, See Sheet L-2 for Plant Material 9. Pool Equipment Vault Underneath Deck. Pool / Spa Equipment must meet the City's sound decibel rating standards 10. 5' Ht. Entry Gate, See Sheet L-3 'Pool Wall and Entry Gate Elevation' 11. 6'-0" Ht. Property Wall to be Smooth Stucco Finish, Color: Omega #10 12. Wall Mounted Art Piece, Designer to Source 13. Vine Espalier, See Sheet L-3 'Vine Espalier' Elevation 14. Marathon II Sod 15. 5'-0" Ht. Side Gate and Fence, See Sheet L-3 'Side Gate and Fence' Elevation A. Contractor shall examine the site of proposed work noting existing conditions and proposed work as shown on the plans. Notify landscape designer of discrepancies B. Contractor shall stake proposed work prior to construction for review by landscape designer C. Protect existing utilities, paving and structures from damage. Trenching adjacent to existing tree drip lines to be done by hand to avoid root damage D. Construction and installation of all landscape items shall be according to State, County, and Local codes, Ordinances and up to CAL_OSHA safety orders regarding performance of work E. Contractor to obtain required permits and comply with applicable codes F. All Concrete edges to be 1/8" trowel G. All Stucco edges to be 1/8" trowel H. Contractor is responsible for damage to underground utilities and shall replace or repair same required at contractors expense I. Contractor shall assemble material samples including: flagstone, gravel, DG, stains, Stucco, etc. for review by owner and landscape designer prior to construction J. coordinate electrical, low voltage, and irrigation conduit sleeves prior to installation of new pavement. K. Contractor to coordinate work with other trades L. Verify grades and elevations in field and notify landscape design of discrepancies M. Contractor to review site for proper drainage and report apparent problems to landscape designer N. Contractor to verify location of any surface drains in concrete surface prior to pour for location verification by owner and landscape designer O. Contractor shall install this project utilizing the landscape industries B.M.P. Best Management Practices P. Contractor to provide direct drainage, low voltage, and irrigation to all pots Q. Contractor to verify proper soil preparation specific to project climate, native soil, site conditions. R. Contractor shall use Netafim drip irrigation for all planters and pots. S. Hardscape Contractor to install and coordinate built in low voltage lighting mounting hardware and sleeves. For example, step lights, in ground lighting, wall lights etc. T. CONTRACTOR TO REVIEW, SIGN, AND APPROVE GARDEN STUDIO'S DESIGN/CONSTRUCTION NOTEBOOK AND AGREES TO BUILD PER THE SPECIFICATIONS IN THE NOTEBOOK CONSTRUCTION NOTES SJ SJ SJ SJ SJ RIRIM M M M M M M M M M M M BL1BL1BL1 WB WB RIS P P BG1 O BG1 BL1 BG1WB LA O P O WB LALA C1BG1BG1 WBGBGBPP SY P O SY C1 BG1 O GB O BG1 GB BG1 O RI RI S GB BG1 O LA LA MLMLMLMLMLMLRI RI S GB O LA SSJ SJSY SY P P P P O BG1 BG1BG1 LA LT LT LT LT LT LT LT LT LT LT LT LT 45° 45° 45° 45° 45°45° 45° 45° Media Dining Kitchen Entry Laundry Powder Golf Cart Garage Trash Storage B A Y S H O R E D R I V E 10' Front Setback10' Rear Setback 4' SideSetback4' SideSetbackA L L E Y 10' Rear Setback 2' HOA Front Setback L-1 Hardscape Plan Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date: Revisions: SCALE: 1/8" =1'-0" 0' 2'4'8'16'SPANOS RESIDENCE2761 Bayshore Drive, Newport Beach, CA 9266308.29.2022 - Initial Meeting Drawn By: Sheet: PM: Contact Email: ashley@gardenstudiodesign.com RP AS 08.23.2022ARDENST U DI OD E S I G NG08.30.2022 - HOA Submittal 09.27.2022 - HOA Submittal 3 1 2 2 5 4 8 1 9 7 6 6 10 11 1213 13 14 15 15 PA2022-0214PA2022-0214 Westringia fruticosa 'Mundi' Low Coast Rosemary 5 gal.12M Olea europaea 'Montra' Little Ollie Dwarf Olive 5 gal.10O Westringia fruticosa 'Smokey' Coast Rosemary 5 gal.4S Pittosporum tenuifolium 'Golf Ball' Golf Ball Pittosporum 5 gal.P 10 Salvia yangii Russian Sage 5 gal.2 Rosa spp. 'Iceberg' White Iceberg Rose 5 gal.5RI Buxus microphylla ‘Green Beauty’ Globe Green Beauty Boxwood Globe 24" dia. 12 BG1 Lavandula angustifolia English Lavender 5 gal.7LA Rosa ‘Iceberg’ Climbing Iceberg Climbing Rose 15 gal.2RI Trachelospermum jasminoides ‘Staked’ Star Jasmine 75 gal.SJ Olea europaea 'Montra' Little Ollie Dwarf Olive 5 gal. SizeTrees Quantity Shrubs Vines Groundcovers Plant Legend: Viola hederacea Australian Violet Dirt Flats 6 Gaura lindheimerii ‘Whirling Butterflies’ Whirling Butterflies Gaura 1 gal.5WB 1 per Pot 2 Total Pots Sesleria autumnalis Autumn Moor Grass 1 gal.37 Erodium reichardii ‘Album’ White Heron’s Bill Dirt Flats Dymondia margaratae Dymondia Dirt Flats 2 1 Crassula arborescens spp. undulatifolia Blue Waves Jade PlantC1 Westringia fruticosa 'Grey Box' Dwarf Coast RosemaryGB Salvia yangii Russian SageSY ML Citrus x meyeri Meyer Lemon 15 gal.6 1 gal.2 1 gal.2 SY 5 gal.6 48" Box Multi-Trunk 1Olea europaea 'Wilsonii' Fruitless Olive Tree Ligustrum japonicum 'Texanum' Staked Wax Leaf Privet 5 gal.12LT 1. Under no circumstances will there be any material substitutions, except with the express consent of the Landscape Architect/Designer. 2. The contractor is responsible for the costs associated with procuring the services of a soil testing laboratory to perform an Agricultural Suitability Analysis for both native plants and traditional plant materials. Their recommendations are to be followed for soil preparation and backfill amendment and procedures, and for maintenance fertilizer applications. Two random samples shall be taken from each on-site stockpile of native soil and delivered by the contractor to the soils testing laboratory. 3. For bidding purposes only, the contractor is to assume the following amendment for soil preparation, and is to assume utilization of amended site soil for plant pit backfill: Incorporate into the soil the following materials, per procedures described in the specification. Material amounts per 1,000 square feet: 3 cubic yards Nitrogen Fortified Wood Compost 2 cubic yards Organic Fertilizer 100 lbs. Gypsum 30 lbs. Commercial Fertilizer 4. For soils less than 6% Organic Matter in the top six (6) inches of soil, compost at a rate of a minimum of four cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of six inches into the soil. 5. Backfill all Planters with B.D. White Top Soil Company 'Mixture 76', a Lightweight Blended Soil for planters and rooftop planters. Contact: B.D. White Top Soil Co. Inc. 19205 South Prairie Avenue Torrance, Ca 90503 310.370.5511 6. A minimum three-inch (3) layer of mulch shall be applied on all exposed soil surfaces of planting areas except turf areas, creeping or rooting ground covers, or direct seeding applications where mulch is contradicted. 7. Class 1 Recycled Bark Mulch is required within planter areas at a depth of 3” for shrub planters where planting consists of 1 gallon or larger plants. Soil shall not be visible through mulch. Keep mulch three-inches (3”) clear of tree trunks and plant stems. Prior to purchase or installation of the mulch, contractor is to submit a sample to the owner for approval PLANTING NOTES SJ SJ SJ SJ SJ RIRIM M M M M M M M M M M M BL1BL1BL1 WB WB RIS P P BG1 O BG1 BL1 BG1WB LA O P O WB LALA C1BG1BG1 WBGBGBPP SY P O SY C1 BG1 O GB O BG1 GB BG1 O RI RI S GB BG1 O LA LA MLMLMLMLMLMLRI RI S GB O LA SSJ SJSY SY P P P P O BG1 BG1BG1 LA LT LT LT LT LT LT LT LT LT LT LT LT 45° 45° 45° 45° 45°45° 45° 45° Media Dining Kitchen Entry Laundry Powder Golf Cart Garage Trash Storage B A Y S H O R E D R I V E 10' Front Setback10' Rear Setback 4' SideSetback4' SideSetbackA L L E Y 10' Rear Setback 2' HOA FrontSetback Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date: Revisions: SCALE: 1/8" =1'-0" 0' 2'4'8'16'SPANOS RESIDENCE2761 Bayshore Drive, Newport Beach, CA 9266308.29.2022 - Initial Meeting Drawn By: Sheet: PM: Contact Email: ashley@gardenstudiodesign.com RP AS 08.23.2022ARDENST U DI OD E S I G NG08.30.2022 - HOA Submittal 09.27.2022 - HOA Submittal L-2 Planting Plan PA2022-0214PA2022-0214 Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date: Revisions:SPANOS RESIDENCE2761 Bayshore Drive, Newport Beach, CA 9266308.29.2022 - Initial Meeting Drawn By: Sheet: PM: Contact Email: ashley@gardenstudiodesign.com RP AS 08.23.2022ARDENST U DI OD E S I G NG08.30.2022 - HOA Submittal 09.27.2022 - HOA Submittal L-3 Elevations 0' 1'2'4' SCALE: 1/2" =1'-0" Legend Pilaster and Fence Elevation Scale: 12" = 1' 3 3'2'-9"4 1. Concrete Cap, Smooth Sand Finish Topcast #3, Davis Color 'Miami Buff' 2. Pilaster, Smooth Stucco Finish, Color: Omega #10 3. 4" x 2" Reclaimed Wood Rail 4. Finished Surface 1 2 6'3'2761 Legend 1. Smooth Stucco Finish, Color: Omega #10 2. Custom Mailbox with House Numbers, Designer to Source 3. Concrete Cap, Smooth Sand Finish Topcast #3, Davis Color 'Miami Buff' 4. Adjacent Fence. See Pilaster and Fence Elevation 5. Finish Surface 2 5 Mailbox Elevation Scale: 12" = 1' 431 Pool Wall and Entry Gate Elevation Scale: 12" = 1' 21 House Facing Elevation6'Legend 1. 6' Ht Wall, Smooth Stucco Finish, Color: Omega #10 2. (3x) Water Weirs, Designer to Source 3. Pool Below 4. 6" Vertical Wood Plank Entry Gate 5. Finished Surface 6. Tile Finish, Size & Color: TBD 7. Adjacent Property Line Wall 3 4576 Vine Espalier Elevation Scale: 1 2" = 1' 1. Adjacent Wall 2. Steel Wires with Eye Hooks 3. Vine, Ref. Sheet L-2 4. Finished Grade Legend1 4 3 2 Side Gate & Fence Elevation Scale: 12" = 1' 1. Wood Gate, 6" Vertical Paint Grade Wood, Painted White 2. Wood Fence, 6" Vertical Paint Grade Wood, Painted White 3. Emtek 'Rectangular Helios Key in Leverset' Gate Lever with Latch and Strike Plate 4. (3x) Emtek 4" x 4" x 14" Heavy Duty Ball Bearing Hinge 5. Finish Surface Legend21345 5'PA2022-0214PA2022-0214 SJ SJ SJ SJ SJ RIRIM M M M M M M M M M M M BL1BL1BL1 WB WB RIS P P BG1 O BG1 BL1 BG1WB LA O P O WB LALA C1BG1BG1 WBGBGBPP SY P O SY C1 BG1 O GB O BG1 GB BG1 O RI RI S GB BG1 O LA LA MLMLMLMLMLMLRI RI S GB O LA SSJ SJSY SY P P P P O BG1 BG1BG1 LA LT LT LT LT LT LT LT LT LT LT LT LT 45° 45° 45° 45° 45°45° 45° 45° Media Dining Kitchen Entry Laundry Powder Golf Cart Garage Trash Storage B A Y S H O R E D R I V E 10' Front Setback10' Rear Setback 4' SideSetback4' SideSetbackA L L E Y 10' Rear Setback 2' HOA Front Setback Lighting Legend: Symbol Description Product #Finish Type Qty Path Lights GSD-14-1-MBR Matte Bronze 12v LED 08 Regular Uplights GSD-11-1-MBR 05 Small Uplights GSD-11-2-MBR Matte Bronze Matte Bronze 12v LED 12v LED 06 Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date: Revisions: SCALE: 1/8" =1'-0" 0' 2'4'8'16'SPANOS RESIDENCE2761 Bayshore Drive, Newport Beach, CA 9266308.29.2022 - Initial Meeting Drawn By: Sheet: PM: Contact Email: ashley@gardenstudiodesign.com RP AS 08.23.2022ARDENST U DI OD E S I G NG08.30.2022 - HOA Submittal 09.27.2022 - HOA Submittal L-4 Lighting Plan PA2022-0214PA2022-0214 45° 45° 45° 45° 45°45° 45° 45° Media Dining Kitchen Entry Laundry Powder Golf Cart Garage Existing Residence Breakfast Breakfast Dining Ultra Heavy (Architecture, Walls, Tall Site Furniture: Fire Places, Chimneys) Heavy (Low Retaining Walls, Pool Tops, Lower Site Furniture: BBQ's, Fire Pits) Trash Storage B A Y S H O R E D R I V EA L L E Y W EXISTING DOMESTIC WATER METER EXISTING DOMESTIC HOUSE LINE MV A A A A A F FF F F SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSA2 1" 1 HZ 2 85 SF A1 1" 7 HZ 1 140 SF A4 1" 3 HZ 3 274 SF A3 1" 3 HZ 2 288 SF A5 1" 1 HZ 2 114 SF A6 1" 1 HZ 2 79 SF A SSSSSSSSSSSSSSSLO-CLOSE SERIES BALL VALVE. SIZE per LINE A IRRIGATION CONTRACTOR TO VERIFY CONTROLLER LOCATION. POWER SUPPLY CONNECTION TO THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. WATER METER EXISTING DOMESTIC WATER METER. CONTRACTOR TO FIELD VERIFY LOCATION AND ADEQUATE PRESSURE PRIOR TO COMMENCING IRRIGATION WORK. NO SYMBOL INSTALL WIRELESS RAIN-CLIK and CONNECT to CONTROLLER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. LASCO IRRIGATION CONTROLLER HUNTER HEAVY DUTY HOSE BIB. PER CONTRACTOR. IRRIGATION CONTRACTOR TO COORDINATE FINAL LOCATIONS WITH HOMEOWNER PRIOR TO INSTALLATION.HUNTER PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED - EXTEND 12" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC.. 1 12" IRRIGATION PRESSURE MAINLINE SCH. 40 PVC - BURY MIN. 18" BELOW GRADE. with SCHEDULE 80 FITTINGS NON-PRESSURE LATERAL SCH 40 PVC with SCHEDULE 40 FITTINGS UP TO 1 12" - BURY MIN. 12" BELOW GRADE (SIZE AS NOTED ON PLAN). AS APPROVED AS APPROVED AS APPROVED GPMVAL.# SIZE TYPE Sq. Ft. NO SYMBOL IRRIGATION UTILITIES & VALVES IRRIGATION CONTROLLER IRRIGATION PIPING VALVE KEY DRIPLINE AUTOMATIC LINE FLUSH VALVE. - PROVIDE SCH 40 SOLVENT- WELD BALL VALVE FOR FLUSH OFF OF PCV EXHAUST MANIFOLD PIPE, INSTALL FLUSH VALVE INSIDE 6" ROUND VALVE BOX, ONE AT THE END OF ANY DRIPLINE LATERAL or PVC EXHAUST HEADER. MULTIPLE FLUSH VALVES MAY BE REQUIRED WITHIN DRIPLINE LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITE DIRECTIONS OF THE PVC/DRIP CONNECTION MANIFOLD. USE HUNTER FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIPPERLINE TUBING. NON-PRESSURE LATERAL SCH. 40 SUPPLY LATERAL. NOTE: EXHAUST LATERALS NOT SHOWN. PLD-ARV-075 AIR/VACUUM RELIEF VALVE INSTALLED with COMBINATION TEE AND A 3/4" x 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DISTRIBUTION TUBING. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPPERLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, FLUSH VALVES and AIR RELIEF VALVES SHOWN DIAGRAMMATICALLY, INSTALL EMITTER BOX: 18" MIN. FROM PAVING/WALLS AND AT HIGH POINTS OF PLANTER AREA. PCZ-101 AND ACZ-075. 1" AND 3 4" ANTI-SIPHON REMOTE CONTROL VALVES FILTER SYSTEM. HUNTER - HDL-06-12 SUB-SURFACE DRIPLINE TUBING 0.6 GPH EMITTERS at 12" ON CENTER SPACING- ALL TUBING SHALL BE INSTALLED 4" MINIMUM BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (4) FEET ON CENTER; VERIFY THE LAYOUT AND 12" MIN. ON CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL SUB-SURFACE DRIP IRRIGATION SYSTEM per MANUFACTURER'S SPECIFICATIONS. A SUB-SURFACE DRIP IRRIGATION PIPE SIZE BLANK TUBING or 1/2" PVC0 - 5 GPM ZONE FLOW 8.1 - 13 GPM 1 1/2" PVC 5 - 8 GPM 3/4" PVC 1 1/4" PVC13.1 - 22 GPM 22.1 - 30 GPM 1" PVC LATERAL, MAINLINE & DRIPPERLINE SUPPLY/EXHAUST PIPE SIZING: HUNTER AS APPROVED NETAFIM HUNTER ICV-101G - REMOTE CONTROL VALVE with FLOW CONTROLHUNTER SSSSIRRIGATION LEGEND F AS APPROVED NON-PRESSURE UVR LATERAL SCH 40 PVC with SCHEDULE 40 FITTINGS UP TO 1 12" - ON GRADE, PROVIDE PIPE STABILIZERS 10' O.C. (SIZE AS NOTED ON PLAN). INSTALL ALL NOZZLES AND BUBBLERS LISTED BELOW ON PRO-6-PRS40-CV FOR TURF AREAS AND PRO-12-PRS40-CV FOR SHRUB AREAS. USE PCS SCREENS FOR HEADS WITH OVERSPRAY ONTO HARDSCAPE. ALL HEADS ON LOWEST POINTS OF ZONES TO BE INSTALLED WITH HUNTER HCV CHECK VAVLES SPRAY AND BUBBLER IRRIGATION HUNTER PCB BUBBLERS - 2' to 4' RADIUS (0.5 GPM), INSTALL (2) BUBBLERS PER TREEHUNTER NO SYMBOL AS APPROVEDNO SYMBOL NO SYMBOL SPEARS DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DS-400 PRE-FILLED WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS NO SYMBOL 3M FOR IRRIGATION DETAILS SEE SHEETS L-6 and L-7 FOR IRRIGATION SPECIFICATIONS SEE SHEET L-8 REFERENCE NOTES IRRIGATION MISCELLANEOUS EQUIPMENT EXISTING MAINLINE TO REMAIN MV HUNTER IBV-101G-FS MASTER VALVE Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date: Revisions:SPANOS RESIDENCE2761 Bayshore Drive, Newport Beach, CA 9266308.29.2022 - Initial Meeting Drawn By: Sheet: PM: Contact Email: ashley@gardenstudiodesign.com RP AS 08.23.2022ARDENST U DI OD E S I G NG08.30.2022 - HOA Submittal 09.27.2022 - HOA Submittal L-5 Irrigation Plan PA2022-0214PA2022-0214 Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date: Revisions:SPANOS RESIDENCE2761 Bayshore Drive, Newport Beach, CA 9266308.29.2022 - Initial Meeting Drawn By: Sheet: PM: Contact Email: ashley@gardenstudiodesign.com RP AS 08.23.2022ARDENST U DI OD E S I G NG08.30.2022 - HOA Submittal 09.27.2022 - HOA Submittal L-6 Irrigation Notes GENERAL IRRIGATION NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROCURE AN ORIGINAL SET OF THESE PRINTED IRRIGATION PLANS FOR BIDDING AND CONSTRUCTION. COPIES OF THESE PLANS ARE NOT ALLOWED FOR BIDDING AND CONSTRUCTION AS THEY MAY NOT SHOW IRRIGATION SYMBOLS, LINE WEIGHTS, OR LINE TYPES CLEARLY. 2. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, PROPERTY LINES, DIMENSIONS AND THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK. 4. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 6. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 7. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 8. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTION DEVICE AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE.CONTRACTOR SHALL CONTACT REPRESENTATIVE BEFORE COMMENCING WORK. 10. CONTRACTOR IS TO PROVIDE TWO ADDITIONAL 'CONTROL WIRES' AND ONE ADDITIONAL 'COMMON' WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 11. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 12. ALL QUICK COUPLERS TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLERS TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLERS WITHIN 18" OF HARDSCAPE. 13. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 14. THE CONTRACTOR SHALL USE U.L. APPROVED GROUND ROD(S) AND/OR GROUND PLATE(S) WITH CADWELD ONE-SHOT CONNECTION PROCESS FOR CONNECTING THE CONDUCTOR WIRE TO THE ROD(S) AND/OR PLATE(S). 15. THE NUMBER OF RODS OR PLATES SHALL DEPEND ON THE CONDUCTIVITY OF THE IMMEDIATE SOIL SURROUNDING THE ROD(S) AND/OR PLATE(S). MAXIMUM GROUND RESISTANCE SHALL BE PER CONTROLLER MANUFACTURERS SPECIFICATIONS. 16. CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLER TYPE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 17. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE WITHIN PLANTER, A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 18. CONTRACTOR SHALL PAINT ALL EXPOSED PVC PIPE WHICH IS ON-GRADE TO REDUCE VISIBILITY TO THE PUBLIC EYE AND IMPROVE THE AESTHETICS OF THE NATURAL ENVIRONMENT. PAINT SHALL BE AN OUTDOOR PAINT RESISTANT TO SUN EXPOSURE. CONTRACTOR SHALL CONFIRM PAINT COLOR AND TYPE WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 19. LATERAL LINES MAY BE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 20. REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE PROJECT DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED WITHIN THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 21. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS IS RECOMMEND. PRESSURE LOSS CALCULATION · · · · · IRRIGATION CONTROLLER SCHEDULE TOTAL SYSTEM LOSS: P.O.C. # FRICTION LOSS CALCULATIONS FLOW METER CONTROL VALVE MASTER VALVE METER ELEV. H.G.L. PSI PSI PSI PSI WATER METER NO. ELEVATION SIZE STATIC PRESS.HIGH LOW INFO. SOURCE: PHONE: DATE OF INFO. .433 =X REMOTE CONTROL VALVE No.SIZE MAX. DEMAND GPM ELEV. OF HIGHEST HEAD PRESS. AT RCV PSI QTY. SIZE PRESS. REGULATOR (FALL OFF)PSI WATER METER PSI BACKFLOW PREVENTER PSI GATE VALVE PSI MAINLINE PSI MAINLINE PSI MAINLINE PSI MAINLINE PSI LATERAL LINE LATERAL LINE LATERAL LINE PSI PSI PSI LATERAL LINE PSI FITTING LOSS (10%)PSI ELEVATION CHANGE (+/-)PSI PRESSURE TO OPERATE HEAD PSI TOTAL PRESSURE REQUIRED:PSI LOWEST STATIC PRESSURE AVAILABLE PSI PRE-SET REGULATED PRESSURE (IF REQ'D)PSI RESIDUAL WATER PRESSURE PSI - -3/4" N/A ±± - - - N/A - -- A1 1" 7 - - 1 3/4"3.5 - -- - -- 1 -0.1 1 -0.5 1 LINE 0.5 226 -2.2 - -- - -- - -- 1 1"4.1 - -- - 1 1/4"- ± 1"- ± 3/4"0.3 1.1 - 12.3 40 52.3 - - 10-15 MAXIMUM DEMAND PLANT WATER REQ. A HYDROZONE TREE / SHRUB / GROUNDCOVER B REFERENCE PERIOD 31 DAYS C REFERENCE Eto 5.3 INCHES D LANDSCAPE CO: K 0.60 1 PLANT FACTOR: K 0.60 2 VEGE. DENSITY 1.00 3 MICROCLIMATE 1.00 E LANDSCAPE ET 3.18 INCHES F AVERAGE DAILY ET 0.103 INCHES IRRI PERFORMANCE VALUE UNITS G PRECIP RATE 0.600 IN./HR. H DISTRIB. UNIFORMITY 0.65 DECIMAL I SCHEDULE MULTIPLIER 1.60 SCHEDULING PARAMETERS J IRRIGATION INTERVAL 3.5 DAYS K WATER TO APPLY 0.36 INCHES L LOWER BOUNDARY 36 MINUTES M UPPER BOUNDARY 57 MINUTES N SELECTED RUN TIME 57 MINUTES O CYCLE STARTS: a TIME TO RUNOFF N/A OR b SITE CONDITION 2 CYCLES 1 SOIL CATEGORY 2 - 2 SLOPE 0 - 3 COMPACTION 0 - 4 SPRINKLER TYPE 0 - SUMMARY WATER APPLIED 0.36 INCHES INTERVAL 3.5 DAYS CYCLES PER DAY 2 MINUTES PER CYCLE 29 MINUTES THESE IRRIGATION SCHEDULES ARE FOR TWICE WEEKLY IRRIGATION PER CITY OF NEWPORT BEACH REQUIREMENTS. THE UPPER BOUNDARY IRRIGATION RUN TIME HAS BEEN SELECTED FOR THE INITIAL PLANT ESTABLISHMENT PERIOD (MINIMUM ONE YEAR). ONCE PLANTS ARE ESTABLISHED THE RUN TIMES MAY BE SHORTENED TO THE LOWER BOUNDARY. ROUTINE PLANT OBSERVATION AND MAINTENANCE ARE REQUIRED FOR OPTIMAL PLANT HEALTH. VALUE UNITS VALUE UNITS VALUE UNITS THIS IRRIGATION SYSTEM HAS BEEN DESIGN FOR A PRESSURE OF 65 PSI. IF THE WATER PRESSURE VARIES BY MORE THAN 20% THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT ON HOW TO PROCEED. FAILURE TO DO SO WILL ALL REPAIRS/REPLACEMENTS ON THE RESPONSIBILITY OF THE CONTRACTOR. MAR.JAN FEB.APR. MAY JUN. JUL.DEC.AUG. SEP.NOV.OCT. = 45.4 C.I.M.I.S. STATION: NEWPORT BEACH ET DATA MONTHLYo 2.6 2.5 3.5 4.2 5.0 4.7 5.3 5.3 4.5 3.3 2.5 2.0 IRRIGATION SCHEDULE SAMPLE: JULY 5.3 ETo for DRIP Hydrozones (by r.c.v. station): MAXIMUM APPLIED WATER ALLOWANCE and ESTIMATED APPLIED WATER USE CALCULATIONS: = (45.4) x (.62) [(0.55 x 960) + ((1-.55) x 0)]= M.A.W.A MAWA = (ETo) (0.62) [(0.55 x LA) + ((1-ETAF) x SLA)]EAWU = (ET ) x (Plant Factor) x (Hydrozone Area) x (.62) Irrigation Efficiency (72% - 90%) E.A.W.U. - SEE TABLE BELOW o 14,862 gallons/year 14,579 gallons/year RCV STATION ETO PLANT FACTOR HYDROZONE AREA (SQ. FT.)CONV. FACTOR IRRIGATION EFFICIENCY Gallons/Year HZ1 45.4 140 0.62 HZ2 0.62SHRUB DRIP 0.4 81% 81% 1,751TREE WITH BUBBLERS WATER USE MED TOTAL 14,579 = 54645.4MED 0.4 6,830 HZ3 0.62TURF DRIP 81%27445.4HIGH 0.7 5,998 PA2022-0214PA2022-0214