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Home My WebLink AboutPA2021-260_20220207_Landscape Plans_11-30-21STOPSTOPSTOPNOPARKING ONE WAYDO NOT ENTERRESERVEDEMPLOYEEONLYRESERVEDEMPLOYEEONLYNOPARKING NOT-A-PARTNOT-A-PARTNOT-A-PARTNOT-A-PARTNOT-A-PARTVILLA COURT (PRIVATE)COUNTRY CLUB DRIVE (PRIVATE ROAD)CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLT.1TITLE SHEETARCHITECT:COVER SHEETSITE PLANUTILITY COORDINATION PLANLANDSCAPE GRADING COORDINATION EXHIBITPOOL OCCUPANCY EXHIBITCONSTRUCTION PLANSCOURTYARD ENLARGEMENTCONSTRUCTION NOTES AND FINISH SCHEDULECONSTRUCTION DETAILSCONSTRUCTION SPECIFICATIONSLANDSCAPE IRRIGATION PLANSIRRIGATION LEGENDIRRIGATION NOTESIRRIGATION CALCULATIONSIRRIGATION DETAILSTREE, PALM AND GROUNDCOVER PLANSSHRUB PLANTING PLANSPLANTING DETAILSPLANTING SPECIFICATIONSLANDSCAPE LIGHTING PLANSLT.1LS.1UC.1LG.1 and LG.2LO.1LC.1 thru LC.6LC.7LC.8LC.9 thru LC.21LC.22LI.1 thru LI.6LI.7LI.8LI.9LI.10 thru LI.16LP.1 thru LP.6LP.7 thru LP.12LP.13LP.14LL.1 thru LL.6THE TENNIS, SPA AND FITNESS CLUBAT NEWPORT BEACH COUNTRY CLUBNEWPORT BEACH, CATHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MJS DESIGN GROUP (A CALIFORNIA CORPORATION) AND SHALL NOT BEUSED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHORIZATION FROM MJS DESIGN GROUP. WRITTEN DIMENSIONS TAKEPREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THEATTENTION OF MJS DESIGN GROUP PRIOR TO COMMENCEMENT OF ANY WORK.ABBREVIATIONSKEY MAPVICINITY MAPNOTESGENERAL NOTES:SHEET INDEXNOTES:PROJECT DIRECTORYCITY of NEWPORT BEACHSTEARNS ARCHITECTUREGOVERNING AGENCIESCALIFORNIA STATE LAW SAYS YOU MUST CALL BEFORE YOU DIG. GOVERNMENT CODE SECTION 4216-42169STATES THAT "EXCAVATION": GRADING, TRENCHING, DIGGING, DITCHING, DRILLING, AUGURING, TUNNELING, SCAPING, CABLEOR PIPE PLOWING, DRIVING, FOUNDATION DIGGING, LANDSCAPE DIGGING PLUMBING, FENCE POST OR ANY OTHER WAY. OURPERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUTHAS BE COMPLETED. THERE IS ALSO A 14-DAY WINDOW (SECTION 4216.(E)) IN WHICH YOU MUST COMPLETE THE PROPOSEDDIGGING. IF YOU WILL NEED ADDITIONAL TIME BEYOND THE 14 DAYS. IT IS YOUR RESPONSIBILITY TO RECALL DIG ALERT. DIGALERT TOLL-FREE NUMBER IS 1.800.227.2600DIG ALERTNORTHPH: 949-580-3000 x701CIVIL ENGINEER:9241 IRVINE BLVD., SUITE 100IRVINE, CA 92618LAND STRATEGIES LLC.CONTACT: ROY ROBERSONPH: 949-833-8190PLUMBING ENGINEER:16735 VON KARMAN, SUITE 250FAX: 949-833-0252IRVINE, CA 92606GLUMACCONTACT: STACI ASHCRAFTLANDSCAPE ARCHITECTURAL DRAWINGSFORLEGAL DESCRIPTION:INTERIOR DESIGN:PLANNING DEPT.3300 NEWPORT BLVD.PH: 949-644-3200NEWPORT BEACH, CA 92663BUILDING DEPT.PH: 949-644-3275ELECTRICAL ENGINEER:OMB ELECTRICAL ENGINEERSIRVINE TERRACE PARKNEWPORT BEACH COUNTRY CLUBE. COAST HWYNE W P O R T CE N T E R DRSEADRIFT DRSANTANELLATERSERENADE TERBACKBAY DRE. COAST HWYJA M B O R E E R D BONNIE DOONE TERBAYSIDE DR.NEWPORTBAY8825 RESEARCH DRIVEIRVINE, CA 92618PH: 949-753-1553FAX: 949-753-1992CONTACT: DENNIS McVAY500 BROADWAYLAGUNA BEACH, CA 92651PH: 949-376-7160FAX: 949-376-1560CONTACT: LELAND STEARNSRANSOM GROUP LTD.62 CORMORANT CIRCLENEWPORT BEACH, CA 92660PH. 949.244.4668CONTACT: DALE RANSOMARCH.B.S.C.B.C.F.C.J.C LCMUC.O.COMP.CONC.CONT.DIA.EA.EJF.F.E.F.G.FOSF LF.S.FTG.G.C.HORIZ.HPARCHITECT(ARCHITECTURAL)BOTTOM OFSTEPS CATCHBASIN CURBFACE COLDJOINTCENTERLINECONCRETEMASONRY UNITCLEAN OUTCOMPACTEDCONCRETECONTINUOUSDIAMETER EACHEXPANSIONJOINT FINISHFLOORELEVATIONFINISH GRADEFACE OFSTRUCTUREFLOW LINEFINISH SURFACEFOOTINGGROUND COVERHORIZONTALHIGH POINTIDINV.L.A.LPMAX.MIN.N.I.C.N.T.S.O.C.P.A.PERF.POCRREBARSIM.S.L.SQ.T.C.T.G.T.S.TYP.VERT.W/W/OW.W.M.INSIDE DIAMETERINVERT (ELEVATION)LANDSCAPEARCHITECTLOW POINTMAXIMUMMINIMUMNOT IN CONTRACTNOT TO SCALEON CENTERPLANTING AREAPERFORATEDPOINT OFCONNECTION RADIUSREINFORCING BARSIMILARSCORE LINESQUARETOP OF CURBTOP OF GRATETOP OF STEPSTYPICALVERTICALWITHWITHOUTWELDED WIRE MESHLC.3LI.3LP.3LP.9LL.3LC.2LI.2LP.2LP.8LL.2ENLARGEMENTLC.7LC.4LI.4LP.4LP.10LL.4LC.1LI.1LP.1LP.7LL.1LC.5LI.5LP.5LP.11LL.5LC.6LI.6LP.6LP.12LL.6LANDSCAPE DOCUMENTATIONPROJECTLOCATIONM.W.E.L.O. NOTEI HAVE COMPLIED WITH THE CRITERIA OF THE CITY OFNEWPORT BEACH'S WATER EFFICIENT LANDSCAPEORDINANCE AND APPLIED THEM ACCORDINGLY FOR THEEFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.MATTHEW JACKSONCA LICENSED LANDSCAPE ARCHITECT #4403PH: 949-279-7900DRY UTILITIES:3480 HAMNER AVE.NORCO, CA 92860RGI CONSULTANTSCONTACT: MARTY READNORTH STOPSTOPSTOPNOPARKINGONE WAYDO NOT ENTERRESERVEDEMPLOYEEONLYRESERVEDEMPLOYEEONLYNOPARKING LIN E -O F - S I GH T LINE-OF-SIGHTLINE-OF-SIGHTLINE-OF-SIGHTNOT-A-PARTNOT-A-PARTNOT-A-PARTNOT-A-PARTNOT-A-PARTVILLA COURT (PRIVATE)RENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENT1-31-1993DOC. NO. 93-15 8177RENOVATION OF EXISTING LANDSCAPEON PARCEL 3.PM 94-102RENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTPER SPECIAL LANDSCAPE RESTRICTIONS.RECORDED 3-11-1994DOC. NO. 94-0184986COUNTRY CLUB DRIVE (PRIVATE ROAD)CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLS.1SITE PLAN60'30'15'0SCALE: 1" = 30'NORTHLC.3LI.3LP.3LP.9LL.3LC.2LI.2LP.2LP.8LL.2LC.5LI.5LP.5LP.11LL.5LC.4LI.4LP.4LP.10LL.4LC.1LI.1LP.1LP.7LL.1LC.6LI.6LP.6LP.12LL.6PARCEL 4 - VILLASTR 15347PARCEL 3 -BUNGALOWSPARCEL 2BUNGALOWSPM-2016-154PARCEL 1TR-2016-154 STOPSTOPSTOPNOPARKINGONE WAYDO NOT ENTERRESERVEDEMPLOYEEONLYRESERVEDEMPLOYEEONLYNOPARKING LIN E -O F - S IGHT LINE-OF-SIGHTLINE-OF-SIGHTLINE-OF-SIGHTNOT-A-PARTNOT-A-PARTNOT-A-PARTNOT-A-PARTNOT-A-PARTVILLA COURT (PRIVATE)COUNTRY CLUB DRIVE (PRIVATE ROAD)CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALUC.1UTILITYCOORDINATIONPLAN60'30'15'0SCALE: 1" = 30'NORTHPARCEL 4 - VILLASTR 15347PARCEL 3 -BUNGALOWSPARCEL 2BUNGALOWSPM-2016-154PARCEL 1TR-2016-154POTABLE WATER SUPPLY / HOSE BIBBUTILITIES COORDINATION KEY:SYMBOLDESCRIPTIONELECTRICALGASPOOL / SPA / FOUNTAIN WATER SUPPLY LINESANITARY SEWER CONNECTION4"FOR REFERENCE &COORDINATION ONLY"FIREPIT PER ARCHITECTELECTRICAL FOR IGNITER AND TIMERGAS CONNECTION23321511(1) DRINKING STATIONS:POTABLE WATER CONNECTIONSANITARY SEWER CONNECTION522A/V STATIONS AT TENNIS STAGE:(2) WATERPROOF GRFC OUTLETS EACH SIDEA/V CONNECTIONS AS NECESSARYCONFIRM WITH OWNER / MANAGEMENT(2) FOUNTAINSEQUIPMENT LOCATION PER FOUNTAIN CONTRACTOR:WATER SUPPLY LINEPOWER REQUIRED4" DRAIN - CONNECTION TO SANITARY SEWER REQUIRED.425425HOSE BIBBSPROVIDE (2) AT POOL AREA**SEE IRRIGATION PLANSFOR ADDITIONAL HOSE BIBBLOCATIONS11KOI POND BY OTHERS425OUTDOOR FIREPITGAS CONNECTION REQUIREDAPPROX. 300,000 BTU3GAS STUB OUT LOCATIONFOR SPECIAL EVENT USEAPPROX. 150,000 BTU3(1) DRINKING STATION AT TENNIS COURT:POTABLE WATER CONNECTIONNO SANITARY SEWER CONNECTION - DRY WELLPER MANUFACTURER'S SPECIFICATIONSDRINIKING FOUNTAIN PER ARCHITECTPEDESTRIAN ACCESS GATEELECTRICAL CONNECTION REQUIREDFOR KEY FOBPEDESTRIAN ACCESS GATEELECTRICAL CONNECTION REQUIREDFOR KEY FOBKNOX BOX -LOCATED AT POOL ENCLOSURE AND STADIUM GATES.LOCATION TO BE APPROVED BY POLICE & FIRE DEPT.KBGATE - EMERGENCY ACCESS KEY KBKBKB222 STOPNO PARKINGDININGPOOLEQUIPMENTTREATMENT 1TREATMENT 2KITCHENSPA RETAILSPA BARDININGFITNESSPRO SHOPOFFICEMASSAGE WAITINGMEN'SWOMEN'SMAINENTRYELECTRICAL(OPENTO SKY)KOIPONDLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK at F.O.C.COUNTRY CLUB DRIVE (PRIVATE ROAD)NOT-A-PARTPROPERTY LINELIMIT OF WORK AT TUBULAR STEEL FENCELINE-OF-SIGHTLINE-OF-SIGHTFUTURE PHASEFS108FF107FF108FG106.5FS105FF105FS108FS103.5FS104FS107FS108SYN.TURFTW 108.5TW 109TW 108.5TW 107.5TW 105.5TW 106TW 105.5TW 108.5TP 106 - see plinth detail (12" ht)TW 106.5 - see detail (30" ht)TW 108.5TW 108.5 - TBDTW 108.5TW 106.5TW 108.55% MAXSLOPED WALKTW 105.5TW 106TW 108TW 106TWMIN. 6' HT.TWMIN. 6' HT.TW 108.5TW TBD BY KOI PONDCONTRACTORTW 108TW 106.5TWMIN. 6' HT.TW SLOPE EVENLYWITH WALK5% MAXSLOPED WALKACITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLG.1LANDSCAPEGRADINGEXHIBIT"FOR REFERENCE &COORDINATION ONLY" ELECTRICAL(OPENTO SKY)EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK AT TUBULAR STEEL FENCE NOT-A-PARTLIMIT OF WORK AT TUBULAR STEEL FENCE FS104PER CIVILFS108FS108FS106.58.33% MAX8.33% MAXFS106FS108FS108FS104FS108SYN.SYNTHETIC TURF SYNTHETIC TURF SYNTHETIC TURF SYNTHETIC TURF TURFTW 109TW 108TW 109FS 106FS 107FS 106TW 109FS 108TW 108FS 104.5TW 108TW 109TW 109TW 6' HT. WALL NOTINCLUDING RETAINING HT.TW 110TW 109TW 109TW 108TW 109TW 109FS 108AAAAALG.2LANDSCAPEGRADINGEXHIBITCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTAL"FOR REFERENCE &COORDINATION ONLY" LIMIT OF WORKLIMIT OF WORKPOOLEQUIPMENTTREATMENT 1MASSAGE WAITINGTO SKY)KOIPONDPOOLENCLOSUREAAAABCCCCCCBDPARKINGAREA DESCRIPTIONREQUIRED GATE WIDTH(0.2" PER PERSON)POOL AREA269 x 0.2" = 53.8"(53.8" MIN. REQUIRED)PROVIDED GATE WIDTH2 GATES x 36" WIDTH = 72" (6')POOL AREA EGRESS WIDTHCBC SECTION 1005.1AREA OCCUPANCY269 TOTAL PERSONSTOTAL WIDTH = 72" (6')LOCATION: PATH OF TRAVELPOOL AREAOCCUPANCY LOAD LEGEND:TOTAL OCCUPANCY: 269FACTOR: NOT TO BE OCCUPIEDOCCUPANCY: NO OCCUPANCYAREA: 1,454 S.F.LOCATION: POOL AREAFACTOR: 1 OCCUPANT per 15 S.F.OCCUPANCY: 195AREA: 2,923 S.F.CALOCATION: POOL AND SPAFACTOR: 1 OCCUPANT per 50 S.F.OCCUPANCY: 60AREA: 3,009 S.F.BLOCATION: BUILT-IN-BENCHFACTOR: 1 OCCUPANT per 18" L.F.OCCUPANCY: 14AREA: 20 L.F.DCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLO.1POOL OCCUPANCYEXHIBIT8'4'2'0SCALE: 1/4" = 1'-0"NORTH"FOR REFERENCE &COORDINATION ONLY" STOPNO PARKINGDININGPOOLEQUIPMENTTREATMENT 1TREATMENT 2KITCHENSPA RETAILSPA BARDININGFITNESSPRO SHOPOFFICEMASSAGE WAITINGMEN'SWOMEN'SMAINENTRYELECTRICAL(OPENTO SKY)KOIPONDLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK at F.O.C.COUNTRY CLUB DRIVE (PRIVATE ROAD)NOT-A-PARTPROPERTY LINELIMIT OF WORK AT TUBULAR STEEL FENCEFUTURE PHASE7'4'-6"8'-6"12'7'4'-6"8'3'8'ALIGN EDGE of PAVINGwith OVERHEAD (typ.)12"1" AIR GAP (typ.)5'-4"5'RAISEDPLANTERRAISEDPLANTERP.A.RAISEDPLANTERP.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.RAISEDPLANTERP.A.P.A.P.A.P.A.2.42.12.22.22.22.22.12.11.102.28'-6"1.03.41.101.12.41.101.101.101.105.02.12.12.22.12.12.1P.A.3.78'4'6.0P.A.P.A.5'3.66'2.1P.A.313156415351SEE DETAIL 'A' SHEET LC.12 for ENLARGEMENTSEE DETAIL 'A' SHEET LC.11 for ENLARGEMENTSEE SHEET LC.7 for ENLARGEMENT41414'-6"4' MIN.SEE SHEET LC.20 for CENTERCOURT ENLARGEMENT6.31.121.141.122.72.71.146.2RAISEDPLANTERRAISEDPLANTER2.15.12.15.15'CLR.6'2.21.112.142.22.142.92.52.21.114' MIN.2.103.2165'2.12.13.722.52.5SLOPED WALK -LESS THAN 5%2.132.13LOCATION OF ACCESSIBLESEATING. SYNTHETIC TURFMEETS ACCESSIBILITYREQUIREMENTSLOCATION OF ACCESSIBLESEATING. SYNTHETIC TURFMEETS ACCESSIBILITYREQUIREMENTS2.7CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.1LANDSCAPECONSTRUCTIONPLANMASONRYFLATWORKCLREFERENCE NOTES:1.FOR CONSTRUCTION NOTES SEE SHEET LC.82.FOR FINISH SCHEDULE SEE SHEET LC.8FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTIONABBREVIATION LEGEND:GENERAL SITE IMPROVEMENTSCURB (BY CIVIL ENGINEER)ALNCLREQ.F.O.C.ALIGNALIGNCLEARCENTERLINEEQUALFACE OF CURBCONSTRUCTIONCALLOUTPOINT OFBEGINNINGTYPICALRADIUS EQUALPLANTER AREAMAXIMUMMINIMUMFACE OF WALLF.O.W.MIN.MAX.P.A.R=TYP.UTILITIES BY OTHERSACCESSIBLE RAMP BY CIVIL ENGINEERTRASH ENCLOSURE PER ARCHITECTPARKING STRIPING BY OTHERSFIRE FEATURE BY ARCHITECTKOI POND WALL BY ARCHITECT /CONTRACTORACCESSIBLE POOL SHOWERCONSTRUCTION CALLOUTS:DETAIL /SHEETRADIUS PLANTER WALL WITH BEACH STONE VENEERAT SPA ENTRYA, LC.10A, LC.12DETAIL /SHEET5.4EDGE OF DRIVEWAY APRON12345789101.01.11.22.1WATER FEATURE AT SPA ENTRYBY ARCHITECT6STREET LIGHTS BY OTHERS11RADIUS PLANTER WALL WITH BEACH STONE VENEERAT TENNIS ENTRYA, LC.10A, LC.1112" WIDE CMU PLANTER WALL WITH PLASTER FINISHB, LC.101.31.41.5LOW BOARDFORM WALL AT STEPS6' HT. MASONRY WALL WITH PLASTER FINISH1.91.1010" HT. PLINTH WITH POTTERY12" W. BOARDFORM CONCRETE WALLHEIGHT VARIES - SEE GRADING PLANC, LC.15A, LC.15D, LC.15B, LC.15COLORED CONCRETE PAVING WITH BRASS EXPANSION JOINTS AS SHOWNE, LC.102.22.32.42.52.72.8PEDESTRIAN PAVERS - SEE PAVING KEY FOR SPECIFICATIONPEDESTRIAN PAVERS AT ACCESSIBLE RAMP OR SLOPED WALK- SEE PAVING KEY FOR SPECIFICATIONCONCRETE STEPS with HANDRAILNOT USEDF, LC.10C, LC.10METAL / WOOD / GLASSDETAIL /SHEETA, LC.183.2D, LC.103.43.63.7HANDRAIL AT ACCESSIBLE RAMPTUBULAR STEEL PEDESTRIAN GATETUBULAR STEEL FENCEPOOL / WATER FEATURESDETAIL /SHEET4.2WATER FEATURE AT POOL COURTYARDSITE FURNISHINGS / POTTERYDETAIL /SHEETPOTTERY - SEE PLANTING PLANS5.0TENNIS COURTSDETAIL /SHEETTENNIS COURT FENCINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.0BYOTHERSTENNIS COURT GATETENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.1A, LC.13MANHOLELANDSCAPE WATER METERBY CIVIL ENGINEER1213F, LC.10E, LC.151.1124" W. BOARDFORM CONCRETE SEAT WALLC, LC.15OVERHEAD PER ARCHITECT14VEHICULAR PAVERSCOLORED CONCRETE - VEHICULAR2.92.10A, LC.9WATER QUALITY DEVICE PER CIVIL15POT SHELF AT ENTRY TO CASITAS1.121.13TENNIS NETTING AND POSTTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILDTENNIS COURT SURFACINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.26.31.145' HT MAX. POURED IN PLACE WALL AT CENTER COURTA, B, C,LC.21POURED IN PLACE PLANTER WALLS AT CENTER COURTD, LC.21CONCRETE SEATING AT CENTER COURT & SOUTH COURTWITH STEPS AND HANDRAILSA,B,LC.21METAL EDGINGE, LC.9D, LC.9BIKE RACK5.1C, LC.9D, LC.18BENCH5.2-TRASH / ASH RECEPTACLE5.3-BOTTLE FILLER5.4H, LC.91.15SEAT WALL WITH WOOD SLAT BENCHF, LC.15-NOT USED2.121.16SEAT WALL WITH WOOD SLAT BENCH AT TENNIS COURTS1.17PREFABRICATED FIREPITI, LC.9SYNTHETIC TURF2.13F, LC.9DRINKING FOUNTAIN PER ARCHITECT16SEEPLANTINGBYOTHERSBYOTHERSBYOTHERS-FRAMELESS GLASS SELF-CLOSING AND SELF LATCHING POOL GATE36" WIDTHF, LC.15CONCRETE STEPS AND HANDRAIL WITHOUT EXTENSIONSAT CENTER COURT ASSEMBLY AREA2.14E, LC.21-2.01.61.71.82.63.03.13.33.54.04.14.34.42.113.84.5NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-MATCHLINE - SEE SHEET LC.3MATCHLINE - SEE SHEET LC.2 MATCHLINE - SEE SHEET LC.2MATCHLINE - SEE SHEET LC.4LC.1LC.2LC.3LC.4LC.5LC.6SEEENLARGEMENTSHEET LC.7 STOPNOPARKING EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at F.O.C.LIMIT OF WORK AT F.O.C.PROPERTY LINE8'3'8'12"5'-4"4'4'3'5'5'5'8'P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.RAISEDPLANTERP.A.P.A.6.06.06.06.02.22.22.22.22.11.105.02.22.2P.A.3.78'4'6.0P.A.P.A.5'3.66'151515153515113115113RAISEDPLANTER2.15.12.92.52.21.112.102.94' MIN.22.5LOCATION OF ACCESSIBLESEATING. SYNTHETIC TURFMEETS ACCESSIBILITYREQUIREMENTSLC.2LANDSCAPECONSTRUCTIONPLANCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALMASONRYFLATWORKCLREFERENCE NOTES:1.FOR CONSTRUCTION NOTES SEE SHEET LC.82.FOR FINISH SCHEDULE SEE SHEET LC.8FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTIONABBREVIATION LEGEND:GENERAL SITE IMPROVEMENTSCURB (BY CIVIL ENGINEER)ALNCLREQ.F.O.C.ALIGNALIGNCLEARCENTERLINEEQUALFACE OF CURBCONSTRUCTIONCALLOUTPOINT OFBEGINNINGTYPICALRADIUS EQUALPLANTER AREAMAXIMUMMINIMUMFACE OF WALLF.O.W.MIN.MAX.P.A.R=TYP.UTILITIES BY OTHERSACCESSIBLE RAMP BY CIVIL ENGINEERTRASH ENCLOSURE PER ARCHITECTPARKING STRIPING BY OTHERSFIRE FEATURE BY ARCHITECTKOI POND WALL BY ARCHITECT /CONTRACTORACCESSIBLE POOL SHOWERCONSTRUCTION CALLOUTS:DETAIL /SHEETRADIUS PLANTER WALL WITH BEACH STONE VENEERAT SPA ENTRYA, LC.10A, LC.12DETAIL /SHEET5.4EDGE OF DRIVEWAY APRON12345789101.01.11.22.1WATER FEATURE AT SPA ENTRYBY ARCHITECT6STREET LIGHTS BY OTHERS11RADIUS PLANTER WALL WITH BEACH STONE VENEERAT TENNIS ENTRYA, LC.10A, LC.1112" WIDE CMU PLANTER WALL WITH PLASTER FINISHB, LC.101.31.41.5LOW BOARDFORM WALL AT STEPS6' HT. MASONRY WALL WITH PLASTER FINISH1.91.1010" HT. PLINTH WITH POTTERY12" W. BOARDFORM CONCRETE WALLHEIGHT VARIES - SEE GRADING PLANC, LC.15A, LC.15D, LC.15B, LC.15COLORED CONCRETE PAVING WITH BRASS EXPANSION JOINTS AS SHOWNE, LC.102.22.32.42.52.72.8PEDESTRIAN PAVERS - SEE PAVING KEY FOR SPECIFICATIONPEDESTRIAN PAVERS AT ACCESSIBLE RAMP OR SLOPED WALK- SEE PAVING KEY FOR SPECIFICATIONCONCRETE STEPS with HANDRAILNOT USEDF, LC.10C, LC.10METAL / WOOD / GLASSDETAIL /SHEETA, LC.183.2D, LC.103.43.63.7HANDRAIL AT ACCESSIBLE RAMPTUBULAR STEEL PEDESTRIAN GATETUBULAR STEEL FENCEPOOL / WATER FEATURESDETAIL /SHEET4.2WATER FEATURE AT POOL COURTYARDSITE FURNISHINGS / POTTERYDETAIL /SHEETPOTTERY - SEE PLANTING PLANS5.0TENNIS COURTSDETAIL /SHEETTENNIS COURT FENCINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.0BYOTHERSTENNIS COURT GATETENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.1A, LC.13MANHOLELANDSCAPE WATER METERBY CIVIL ENGINEER1213F, LC.10E, LC.151.1124" W. BOARDFORM CONCRETE SEAT WALLC, LC.15OVERHEAD PER ARCHITECT14VEHICULAR PAVERSCOLORED CONCRETE - VEHICULAR2.92.10A, LC.9WATER QUALITY DEVICE PER CIVIL15POT SHELF AT ENTRY TO CASITAS1.121.13TENNIS NETTING AND POSTTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILDTENNIS COURT SURFACINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.26.31.145' HT MAX. POURED IN PLACE WALL AT CENTER COURTA, B, C,LC.21POURED IN PLACE PLANTER WALLS AT CENTER COURTD, LC.21CONCRETE SEATING AT CENTER COURT & SOUTH COURTWITH STEPS AND HANDRAILSA,B,LC.21METAL EDGINGE, LC.9D, LC.9BIKE RACK5.1C, LC.9D, LC.18BENCH5.2-TRASH / ASH RECEPTACLE5.3-BOTTLE FILLER5.4H, LC.91.15SEAT WALL WITH WOOD SLAT BENCHF, LC.15-NOT USED2.121.16SEAT WALL WITH WOOD SLAT BENCH AT TENNIS COURTS1.17PREFABRICATED FIREPITI, LC.9SYNTHETIC TURF2.13F, LC.9DRINKING FOUNTAIN PER ARCHITECT16SEEPLANTINGBYOTHERSBYOTHERSBYOTHERS-FRAMELESS GLASS SELF-CLOSING AND SELF LATCHING POOL GATE36" WIDTHF, LC.15CONCRETE STEPS AND HANDRAIL WITHOUT EXTENSIONSAT CENTER COURT ASSEMBLY AREA2.14E, LC.21-2.01.61.71.82.63.03.13.33.54.04.14.34.42.113.84.5NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-MATCHLINE - SEE SHEET LC.3MATCHLINE - SEE SHEET LC.1 MATCHLINE - SEE SHEET LC.1 SEE SHEET LC.3 LC.1LC.2LC.3LC.4LC.5LC.6 EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINE LIMIT OF WORK AT TUBULAR STEEL FENCE NOT-A-PARTVILLA COURT (PRIVATE)3'-6"5'11'-8"11'-8"CL3'-6"5'15'8'P.A.P.A.P.A.P.A.P.A.P.A.P.A.6.06.06.06.06.06.06.13.62.22.22.12.11.51.51.168'SEE SHEET LC.20 for CENTERCOURT ENLARGEMENT5'CLR.5'RAISEDPLANTERRAISEDPLANTER6.31.121.121.141.141.142.72.7P.A.P.A.32.23.42.56.16.15.45'ACCESSIBLE RAMPACCESSIBLE RAMPLOCATION FORGAS STUB6.0OMIT EXISTING TENNISFENCING AT PROPOSEDBUILDING2.132.31.17LOCATION FORPORTABLE BBQ2.132.13LOCATION OF ACCESSIBLESEATING. SYNTHETIC TURFMEETS ACCESSIBILITYREQUIREMENTSGATE WITH PANIC HARDWAREFOR EMERGENCY EGRESS6.1EXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINE6.16.0LC.3LANDSCAPECONSTRUCTIONPLANCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALMASONRYFLATWORKCLREFERENCE NOTES:1.FOR CONSTRUCTION NOTES SEE SHEET LC.82.FOR FINISH SCHEDULE SEE SHEET LC.8FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTIONABBREVIATION LEGEND:GENERAL SITE IMPROVEMENTSCURB (BY CIVIL ENGINEER)ALNCLREQ.F.O.C.ALIGNALIGNCLEARCENTERLINEEQUALFACE OF CURBCONSTRUCTIONCALLOUTPOINT OFBEGINNINGTYPICALRADIUS EQUALPLANTER AREAMAXIMUMMINIMUMFACE OF WALLF.O.W.MIN.MAX.P.A.R=TYP.UTILITIES BY OTHERSACCESSIBLE RAMP BY CIVIL ENGINEERTRASH ENCLOSURE PER ARCHITECTPARKING STRIPING BY OTHERSFIRE FEATURE BY ARCHITECTKOI POND WALL BY ARCHITECT /CONTRACTORACCESSIBLE POOL SHOWERCONSTRUCTION CALLOUTS:DETAIL /SHEETRADIUS PLANTER WALL WITH BEACH STONE VENEERAT SPA ENTRYA, LC.10A, LC.12DETAIL /SHEET5.4EDGE OF DRIVEWAY APRON12345789101.01.11.22.1WATER FEATURE AT SPA ENTRYBY ARCHITECT6STREET LIGHTS BY OTHERS11RADIUS PLANTER WALL WITH BEACH STONE VENEERAT TENNIS ENTRYA, LC.10A, LC.1112" WIDE CMU PLANTER WALL WITH PLASTER FINISHB, LC.101.31.41.5LOW BOARDFORM WALL AT STEPS6' HT. MASONRY WALL WITH PLASTER FINISH1.91.1010" HT. PLINTH WITH POTTERY12" W. BOARDFORM CONCRETE WALLHEIGHT VARIES - SEE GRADING PLANC, LC.15A, LC.15D, LC.15B, LC.15COLORED CONCRETE PAVING WITH BRASS EXPANSION JOINTS AS SHOWNE, LC.102.22.32.42.52.72.8PEDESTRIAN PAVERS - SEE PAVING KEY FOR SPECIFICATIONPEDESTRIAN PAVERS AT ACCESSIBLE RAMP OR SLOPED WALK- SEE PAVING KEY FOR SPECIFICATIONCONCRETE STEPS with HANDRAILNOT USEDF, LC.10C, LC.10METAL / WOOD / GLASSDETAIL /SHEETA, LC.183.2D, LC.103.43.63.7HANDRAIL AT ACCESSIBLE RAMPTUBULAR STEEL PEDESTRIAN GATETUBULAR STEEL FENCEPOOL / WATER FEATURESDETAIL /SHEET4.2WATER FEATURE AT POOL COURTYARDSITE FURNISHINGS / POTTERYDETAIL /SHEETPOTTERY - SEE PLANTING PLANS5.0TENNIS COURTSDETAIL /SHEETTENNIS COURT FENCINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.0BYOTHERSTENNIS COURT GATETENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.1A, LC.13MANHOLELANDSCAPE WATER METERBY CIVIL ENGINEER1213F, LC.10E, LC.151.1124" W. BOARDFORM CONCRETE SEAT WALLC, LC.15OVERHEAD PER ARCHITECT14VEHICULAR PAVERSCOLORED CONCRETE - VEHICULAR2.92.10A, LC.9WATER QUALITY DEVICE PER CIVIL15POT SHELF AT ENTRY TO CASITAS1.121.13TENNIS NETTING AND POSTTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILDTENNIS COURT SURFACINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.26.31.145' HT MAX. POURED IN PLACE WALL AT CENTER COURTA, B, C,LC.21POURED IN PLACE PLANTER WALLS AT CENTER COURTD, LC.21CONCRETE SEATING AT CENTER COURT & SOUTH COURTWITH STEPS AND HANDRAILSA,B,LC.21METAL EDGINGE, LC.9D, LC.9BIKE RACK5.1C, LC.9D, LC.18BENCH5.2-TRASH / ASH RECEPTACLE5.3-BOTTLE FILLER5.4H, LC.91.15SEAT WALL WITH WOOD SLAT BENCHF, LC.15-NOT USED2.121.16SEAT WALL WITH WOOD SLAT BENCH AT TENNIS COURTS1.17PREFABRICATED FIREPITI, LC.9SYNTHETIC TURF2.13F, LC.9DRINKING FOUNTAIN PER ARCHITECT16SEEPLANTINGBYOTHERSBYOTHERSBYOTHERS-FRAMELESS GLASS SELF-CLOSING AND SELF LATCHING POOL GATE36" WIDTHF, LC.15CONCRETE STEPS AND HANDRAIL WITHOUT EXTENSIONSAT CENTER COURT ASSEMBLY AREA2.14E, LC.21-2.01.61.71.82.63.03.13.33.54.04.14.34.42.113.84.5NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-MATCHLINE - SEE SHEET LC.6MATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LC.2MATCHLINE - SEE SHEET LC.6MATCHLINE - SEE SHEET LC.6 MATCHLINE - SEE LEFTMATCHLINE - SEE SHEET LC.1LC.1LC.2LC.3LC.4LC.5LC.6 STOPNOPARKINGRESERVEDEMPLOYEEONLYRESERVEDEMPLOYEEONLYCENTRALPLANTEQUIPMENTLIMIT OF WORKLIMIT OF WORK at F.O.C.LIMIT OF WORK at PROPERTY LINECOUNTRY CLUB DRIVE (PRIVATE ROAD)7'5'5'R35'5'5'10'15'-6"P.A.P.A.P.A.P.A.P.A.P.A.2.25'P.A.P.A.P.A.P.A.315114142.22.15.12.92.102.10LC.4LANDSCAPECONSTRUCTIONPLANCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALMASONRYFLATWORKCLREFERENCE NOTES:1.FOR CONSTRUCTION NOTES SEE SHEET LC.82.FOR FINISH SCHEDULE SEE SHEET LC.8FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTIONABBREVIATION LEGEND:GENERAL SITE IMPROVEMENTSCURB (BY CIVIL ENGINEER)ALNCLREQ.F.O.C.ALIGNALIGNCLEARCENTERLINEEQUALFACE OF CURBCONSTRUCTIONCALLOUTPOINT OFBEGINNINGTYPICALRADIUS EQUALPLANTER AREAMAXIMUMMINIMUMFACE OF WALLF.O.W.MIN.MAX.P.A.R=TYP.UTILITIES BY OTHERSACCESSIBLE RAMP BY CIVIL ENGINEERTRASH ENCLOSURE PER ARCHITECTPARKING STRIPING BY OTHERSFIRE FEATURE BY ARCHITECTKOI POND WALL BY ARCHITECT /CONTRACTORACCESSIBLE POOL SHOWERCONSTRUCTION CALLOUTS:DETAIL /SHEETRADIUS PLANTER WALL WITH BEACH STONE VENEERAT SPA ENTRYA, LC.10A, LC.12DETAIL /SHEET5.4EDGE OF DRIVEWAY APRON12345789101.01.11.22.1WATER FEATURE AT SPA ENTRYBY ARCHITECT6STREET LIGHTS BY OTHERS11RADIUS PLANTER WALL WITH BEACH STONE VENEERAT TENNIS ENTRYA, LC.10A, LC.1112" WIDE CMU PLANTER WALL WITH PLASTER FINISHB, LC.101.31.41.5LOW BOARDFORM WALL AT STEPS6' HT. MASONRY WALL WITH PLASTER FINISH1.91.1010" HT. PLINTH WITH POTTERY12" W. BOARDFORM CONCRETE WALLHEIGHT VARIES - SEE GRADING PLANC, LC.15A, LC.15D, LC.15B, LC.15COLORED CONCRETE PAVING WITH BRASS EXPANSION JOINTS AS SHOWNE, LC.102.22.32.42.52.72.8PEDESTRIAN PAVERS - SEE PAVING KEY FOR SPECIFICATIONPEDESTRIAN PAVERS AT ACCESSIBLE RAMP OR SLOPED WALK- SEE PAVING KEY FOR SPECIFICATIONCONCRETE STEPS with HANDRAILNOT USEDF, LC.10C, LC.10METAL / WOOD / GLASSDETAIL /SHEETA, LC.183.2D, LC.103.43.63.7HANDRAIL AT ACCESSIBLE RAMPTUBULAR STEEL PEDESTRIAN GATETUBULAR STEEL FENCEPOOL / WATER FEATURESDETAIL /SHEET4.2WATER FEATURE AT POOL COURTYARDSITE FURNISHINGS / POTTERYDETAIL /SHEETPOTTERY - SEE PLANTING PLANS5.0TENNIS COURTSDETAIL /SHEETTENNIS COURT FENCINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.0BYOTHERSTENNIS COURT GATETENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.1A, LC.13MANHOLELANDSCAPE WATER METERBY CIVIL ENGINEER1213F, LC.10E, LC.151.1124" W. BOARDFORM CONCRETE SEAT WALLC, LC.15OVERHEAD PER ARCHITECT14VEHICULAR PAVERSCOLORED CONCRETE - VEHICULAR2.92.10A, LC.9WATER QUALITY DEVICE PER CIVIL15POT SHELF AT ENTRY TO CASITAS1.121.13TENNIS NETTING AND POSTTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILDTENNIS COURT SURFACINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.26.31.145' HT MAX. POURED IN PLACE WALL AT CENTER COURTA, B, C,LC.21POURED IN PLACE PLANTER WALLS AT CENTER COURTD, LC.21CONCRETE SEATING AT CENTER COURT & SOUTH COURTWITH STEPS AND HANDRAILSA,B,LC.21METAL EDGINGE, LC.9D, LC.9BIKE RACK5.1C, LC.9D, LC.18BENCH5.2-TRASH / ASH RECEPTACLE5.3-BOTTLE FILLER5.4H, LC.91.15SEAT WALL WITH WOOD SLAT BENCHF, LC.15-NOT USED2.121.16SEAT WALL WITH WOOD SLAT BENCH AT TENNIS COURTS1.17PREFABRICATED FIREPITI, LC.9SYNTHETIC TURF2.13F, LC.9DRINKING FOUNTAIN PER ARCHITECT16SEEPLANTINGBYOTHERSBYOTHERSBYOTHERS-FRAMELESS GLASS SELF-CLOSING AND SELF LATCHING POOL GATE36" WIDTHF, LC.15CONCRETE STEPS AND HANDRAIL WITHOUT EXTENSIONSAT CENTER COURT ASSEMBLY AREA2.14E, LC.21-2.01.61.71.82.63.03.13.33.54.04.14.34.42.113.84.5NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-MATCHLINE - SEE SHEET LC.5 MATCHLINE - SEE SHEET LC.1LC.1LC.2LC.3LC.4LC.5LC.6 STOPONE WAYDO NOT ENTERLIMIT OF WORKPROPERTY LINELIMIT OF WORK AT F.O.C.L IM I T O F WO R K AT P RO P E RT Y L IN E VILLA COURT (PR IVATE ) 5' 5' 1 0 ' 1 5 ' - 6 " 1 7 ' 5'R10'-6"P.A.32.92.102.92.1032.22.232.22.92.10P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.DO NOT ENTERNOT-A-PARTNOT-A-PARTNOT-A-PARTVILLA COURT (PRIVATE)VILLA COURT (PRIVATE)2.1032.22.92.1032.92.102.232.10P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.LC.5LANDSCAPECONSTRUCTIONPLANCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALMASONRYFLATWORKCLREFERENCE NOTES:1.FOR CONSTRUCTION NOTES SEE SHEET LC.82.FOR FINISH SCHEDULE SEE SHEET LC.8FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTIONABBREVIATION LEGEND:GENERAL SITE IMPROVEMENTSCURB (BY CIVIL ENGINEER)ALNCLREQ.F.O.C.ALIGNALIGNCLEARCENTERLINEEQUALFACE OF CURBCONSTRUCTIONCALLOUTPOINT OFBEGINNINGTYPICALRADIUS EQUALPLANTER AREAMAXIMUMMINIMUMFACE OF WALLF.O.W.MIN.MAX.P.A.R=TYP.UTILITIES BY OTHERSACCESSIBLE RAMP BY CIVIL ENGINEERTRASH ENCLOSURE PER ARCHITECTPARKING STRIPING BY OTHERSFIRE FEATURE BY ARCHITECTKOI POND WALL BY ARCHITECT /CONTRACTORACCESSIBLE POOL SHOWERCONSTRUCTION CALLOUTS:DETAIL /SHEETRADIUS PLANTER WALL WITH BEACH STONE VENEERAT SPA ENTRYA, LC.10A, LC.12DETAIL /SHEET5.4EDGE OF DRIVEWAY APRON12345789101.01.11.22.1WATER FEATURE AT SPA ENTRYBY ARCHITECT6STREET LIGHTS BY OTHERS11RADIUS PLANTER WALL WITH BEACH STONE VENEERAT TENNIS ENTRYA, LC.10A, LC.1112" WIDE CMU PLANTER WALL WITH PLASTER FINISHB, LC.101.31.41.5LOW BOARDFORM WALL AT STEPS6' HT. MASONRY WALL WITH PLASTER FINISH1.91.1010" HT. PLINTH WITH POTTERY12" W. BOARDFORM CONCRETE WALLHEIGHT VARIES - SEE GRADING PLANC, LC.15A, LC.15D, LC.15B, LC.15COLORED CONCRETE PAVING WITH BRASS EXPANSION JOINTS AS SHOWNE, LC.102.22.32.42.52.72.8PEDESTRIAN PAVERS - SEE PAVING KEY FOR SPECIFICATIONPEDESTRIAN PAVERS AT ACCESSIBLE RAMP OR SLOPED WALK- SEE PAVING KEY FOR SPECIFICATIONCONCRETE STEPS with HANDRAILNOT USEDF, LC.10C, LC.10METAL / WOOD / GLASSDETAIL /SHEETA, LC.183.2D, LC.103.43.63.7HANDRAIL AT ACCESSIBLE RAMPTUBULAR STEEL PEDESTRIAN GATETUBULAR STEEL FENCEPOOL / WATER FEATURESDETAIL /SHEET4.2WATER FEATURE AT POOL COURTYARDSITE FURNISHINGS / POTTERYDETAIL /SHEETPOTTERY - SEE PLANTING PLANS5.0TENNIS COURTSDETAIL /SHEETTENNIS COURT FENCINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.0BYOTHERSTENNIS COURT GATETENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.1A, LC.13MANHOLELANDSCAPE WATER METERBY CIVIL ENGINEER1213F, LC.10E, LC.151.1124" W. BOARDFORM CONCRETE SEAT WALLC, LC.15OVERHEAD PER ARCHITECT14VEHICULAR PAVERSCOLORED CONCRETE - VEHICULAR2.92.10A, LC.9WATER QUALITY DEVICE PER CIVIL15POT SHELF AT ENTRY TO CASITAS1.121.13TENNIS NETTING AND POSTTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILDTENNIS COURT SURFACINGTENNIS CONTRACTOR TO PERMIT AND DESIGN-BUILD6.26.31.145' HT MAX. POURED IN PLACE WALL AT CENTER COURTA, B, C,LC.21POURED IN PLACE PLANTER WALLS AT CENTER COURTD, LC.21CONCRETE SEATING AT CENTER COURT & SOUTH COURTWITH STEPS AND HANDRAILSA,B,LC.21METAL EDGINGE, LC.9D, LC.9BIKE RACK5.1C, LC.9D, LC.18BENCH5.2-TRASH / ASH RECEPTACLE5.3-BOTTLE FILLER5.4H, LC.91.15SEAT WALL WITH WOOD SLAT BENCHF, LC.15-NOT USED2.121.16SEAT WALL WITH WOOD SLAT BENCH AT TENNIS COURTS1.17PREFABRICATED FIREPITI, LC.9SYNTHETIC TURF2.13F, LC.9DRINKING FOUNTAIN PER ARCHITECT16SEEPLANTINGBYOTHERSBYOTHERSBYOTHERS-FRAMELESS GLASS SELF-CLOSING AND SELF LATCHING POOL GATE36" WIDTHF, LC.15CONCRETE STEPS AND HANDRAIL WITHOUT EXTENSIONSAT CENTER COURT ASSEMBLY AREA2.14E, LC.21-2.01.61.71.82.63.03.13.33.54.04.14.34.42.113.84.5NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-NOT USED-MATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LC.6MATCHLINE - SEE LEFTMA TCH L IN E - S E E SH E E T LC . 4 LC.1LC.2LC.3LC.4LC.5LC.6 EXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK AT PROPERTY LINE NOT-A-PARTNOT-A-PARTLIMIT OF WORKLIMIT OF WORKVILLA COURT (PRIVATE)P.A.1.532.10P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.P.A.2.92.10336.1LOCATION FORLOCATION FORPORTABLE BBQLC.6LANDSCAPECONSTRUCTIONPLANCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALMATCHLINE - SEE SHEET LC.5MATCHLINE - SEE SHEET LC.3MATCHLINE - SEE SHEET LC.3 MATCHLINE - SEE SHEET LC.3 LC.1LC.2LC.3LC.4LC.5LC.6 LIMIT OF WORKLIMIT OF WORK5'2'1.42.44.22.12.11.21.21.21.91.22.51.45'CLR.SLOPED WALK -LESS THAN 5%7'-5"5'-6"4'2.12'-7"4'-8"5'-6"3'-6"9'20'-8"9'4'-6"10'4'-6"CLR.5' MIN.P.A.P.A.P.A.1.22.11.53'OUTDOOR FURNITUREby OTHERS1.25'-7"2'-6"3'-5"871.51.101.101.21.105'P.A.2.11.53'6' MIN.SLOPED WALK -LESS THAN 5%12"6'MIN.POOLEQUIPMENTTREATMENT 1MASSAGE WAITINGTO SKY)KOIPOND5' CLR.4' CLR.3.41.2CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.7LANDSCAPECONSTRUCTIONPLAN(POOL ENLARGEMENT)8'4'2'0SCALE: 1/4" = 1'-0"NORTH CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.8CONSTRUCTIONNOTES AND FINISHSCHEDULEFINISH SCHEDULEFOUNTAIN NOTES1. THE FOUNTAIN SHALL BE INSTALLED IN CONFORMANCE WITH GOVERNING CODES AND ORDINANCES, ANDMANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.2. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL SPECIFIED EQUIPMENT.3. THE CONTRACTOR SHALL CLEAN, SERVICE AND MAINTAIN THE FOUNTAIN AND EQUIPMENT FOR A MINIMUMOF 60 DAYS.4. THE CONTRACTOR SHALL PROVIDE OWNER/DEVELOPER WITH ALL SERVICE MANUALS, CATALOGS, ETC. FOREQUIPMENT PROVIDED AND INSTALLED.SUPPLIER:SLEEVING AND SERVICE PROVISIONS SHALL BE COORDINATED WITH ALL OTHER APPROPRIATE CONTRACTORS.LIST OF INSPECTIONSTHE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE 48 HOURS IN ADVANCE OF, ANDCOORDINATE, THE FOLLOWING INSPECTIONS (BUT NOT LIMITED TO):1. PRE-JOB CONFERENCE.2. AT COMPLETION OF FINISH GRADING.3. LAYOUT OF SHOVEL CUTS BUT PRIOR TO INSTALLATION.4. LAYOUT OF PAVING BUT PRIOR TO INSTALLATION.5. LAYOUT OF WALLS AND PILASTERS BUT PRIOR TO INSTALLATION.6. DURING ENTIRE IRRIGATION INSTALLATION TO VERIFY AND INSPECT THE FOLLOWING (BUT NOT LIMITED TO):a. POINT OF CONNECTIONSb. BACKFLOW PREVENTION DEVICESc. TRENCHING FOR PIPESd. ELECTRICAL CONNECTIONSe. CONTROL VALVESf. COVERAGE7. AT DELIVERY OF ALL PLANT MATERIALS TO THE SITE.8. WHEN TREES AND SHRUBS ARE SPACED FOR PLANTING BUT BEFORE HOLES ARE EXCAVATED.9. AT PRE-MAINTENANCE INSPECTION.10. AT FINAL INSPECTION.PAVING NOTES1. THE CONTRACTOR SHALL VERIFY WITH PROJECT STRUCTURAL SOILS ENGINEER THE NEED FOR REINFORCING,BASE MATERIALS, PRESATURATION, AND OTHER REQUIREMENTS FOR PAVING AREAS.2. ALL CONCRETE PAVING SECTIONS SHALL BE A MINIMUM OF 3 ½" THICK UNLESS OTHERWISE NOTED.3. PAVING AND CONCRETE CONTRACTOR(S) SHALL COORDINATE HIS WORK WITH ELECTRICIAN, DRAIN LINECONTRACTOR AND IRRIGATION CONTRACTOR FOR SLEEVING, PIPING, AND CONDUIT UNDER ALL PAVING ASREQUIRED.4. THE CONTRACTOR SHALL HOLD FINISH GRADE (1") INCH BELOW FINISH SURFACE.5. THE CONTRACTOR SHALL SLOPE ALL FINISH SURFACE AREAS A MINIMUM OF ONE PERCENT. UNLESS NOTEDOTHERWISE.6. ALL WALKS SHALL HAVE CROSS FALL OF ONE PERCENT MINIMUM.7. REFER TO FINISH SCHEDULE FOR CONCRETE FINISH.8. ALL WALK INTERSECTIONS SHALL BE 90 DEGREES UNLESS NOTED OTHERWISE.9. ALL RADII AT WALK INTERSECTIONS SHALL BE 36" UNLESS NOTED OTHERWISE.10. FULL DEPTH EXPANSION JOINTS ARE TO BE SPACED AT MAXIMUM 20' O.C., SCORE LINES TO BE MAXIMUM 10'O.C.11. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND CONTRACTOR SHALL NOTIFYLANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO INSPECTION.12. REFER TO PRECISE GRADING PLAN FOR FINISH GRADES AND DRAINAGE.CONSTRUCTION NOTES1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OFCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.2. CONTRACTOR SHALL NOT WILFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THATUNKNOWN OBSTRUCTIONS AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWNDURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEOWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALLNECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALLSUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS.4. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED MAY BEDETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNER'S REPRESENTATIVE.5. ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM.6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED ON THE IRRIGATIONPLANS WITH PAVING CONTRACTOR.7. ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THELANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AMINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.)WOOD CONSTRUCTION NOTES1. MAKE ALL CONNECTIONS PERMANENTLY SECURE. PROVIDE FRAMING DEVICES FOR ALL ROUGH FRAMINGWHERE NECESSARY TO MAKE WORK RIGID. CONCEAL FASTENINGS IN FINISH WORK.2. DO NOT SPLIT WOOD MEMBERS; PRE-DRILL WHEN NECESSARY. PROVIDE DRILLED HOLES FOR ALL BOLTS,WOOD SCREWS, AND THREADED FASTENERS.3. THE CONTRACTOR SHALL PAINT ALL STRAPS, BRACKETS, HANGERS, ETC. TO MATCH WOOD FINISH UNLESSOTHERWISE NOTED.4. ALL BOLTS SHALL BE CADMIUM-PLATED, GALVANIZED, OR PRIMERED.5. ALL CONSTRUCTION SHALL BE PLUMB AND TRUE.6. THE CONTRACTOR SHALL USE FINISH NAILS, INCLUDING BEAMS ON EXPOSED WOOD SURFACES ANDCOUNTERSINK HEADS 3MM.MASONRY WALL NOTES1. THE CONTRACTOR SHALL GROUT ALL CELLS WITH STEEL REINFORCING SOLID. IF RETAINING SOIL GROUT ALLCELLS SOLID.2. THE CONTRACTOR SHALL CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCKINCREMENTS.3. THE CONTRACTOR SHALL ALLOW FOR ADJOINING CONSTRUCTION.4. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL. ON COMPACTED FILL, PREPARE PERSTRUCTURAL SOILS REPORT.5. ALL FREESTANDING WALLS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES. ALL RETAININGWALL SPLICES SHALL BE A MINIMUM OF 48 BAR DIAMETERS.6. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS UNLESS OTHERWISE NOTED.7. REFER TO FINISH SCHEDULE FOR ALL WALL FINISHES.CONSTRUCTION NOTESPAVER NOTES:PAVER SHALL BE CLEAN AND FREE FROM FOREIGN MATERIALS BEFORE INSTALLATION.INSTALLATION SHOULD START FROM A CORNER OR STRAIGHT EDGE AND PROCEED FORWARD OVERTHE UNDISTURBED SAND LAYING COURSE.PAVING WORK SHALL BE PLUMB, LEVEL, AND TRUE TO LINE GRADE; SHALL BE INSTALLED PROPERLY,COINCIDE AND ALIGN, WITH ADJACENT WORK AND ELEVATIONS.PAVING STONES SHOULD BE INSTALLED HAND TIGHT ON THE UNDISTURBED SAND LAYING COURSE.STRING LINES SHOULD BE USED TO HOLD PATTERN LINES TRUE.GAPS BETWEEN THE EDGE OF THE PAVER SURFACE SHALL BE FILLED WITH STANDARD PAVERS OR WITHPAVERS CUT TO FIT. CUT PAVERS SHOULD BE NO SMALLER THAN ONE THIRD THE SIZE OF FULLPAVERS. CARE SHOULD BE TAKEN WHEN ESTABLISHING THE LAYING PATTERN TO INSURE THAT LESSTHAN ONE THIRD PAVERS ARE MINIMIZED.PAVERS ARE SET INTO THE SAND LAYING COURSE BY ROLLER OR PLATE VIBRATOR CAPABLE OF 3,000TO 5,000 COMPACTION FORCE. VIBRATION SHALL BE CONDUCTED IN CROSSING PATHS UNTIL THEPAVEMENT SURFACE IS SMOOTH AND REQUIRED ELEVATION IS ACHIEVED. GAPS BETWEEN PAVERSSHOULD AT THIS POINT SHOULD BE FILLED TO ABOUT TWO THIRDS OF THE PAVER'S FULL HEIGHT.GAPS BETWEEN EDGES SHOULD BE NO MORE THAN 3/16" WIDE AFTER VIBRATION. GAPS GREATERTHAN 3/16" SUGGEST THAT LESS THAN SATISFACTORY INTERLOCK WILL BE ACHIEVED. PAVERS WITHINTHREE FEET OF UNRESTRAINED EDGES MUST NOT BE COMPACTED.ONCE PAVERS ARE VIBRATED INTO PLACE. CLEAN, DRY SAND SHALL BE BROOMED OVER THEPAVEMENT SURFACE AND VIBRATED ONCE MORE INTO THE REMAINING UNFILLED GAPS BETWEENPAVERS TO THE HEIGHT OF THE JOINT BEVEL. SURPLUS SAND SHOULD BE SWEPT FROM THE PAVEMENTSURFACE AND DISPOSED OF.THE COMPLETED PAVING STONE INSTALLATION SHOULD BE WASHED DOWN AND CLEANED TOPROVIDE A CLEAN FINISHED WORKMANLIKE INSTALLATION.OCCUPANT LOAD SIGNAGE: SIGNAGE WITH CLEARLY LEGIBLE LETTERS NOT LESS THAN 4" HIGH SHALL BEPOSTED IN A CONSPICUOUS PLACE NEAR THE ENTRANCE TO THE POOL AND SPA. SIGNAGE SHALL READ:"THE MAXIMUM OCCUPANT CAPACITY OF THE POOL IS 93 PERSONS. "THE MAXIMUM OCCUPANT CAPACITYOF THE SPA IS 10 PERSONS.SIGNAGE FOR SHALLOW POOL: SIGN WITH CLEARLY LEGIBLE LETTERS NOT LESS THAN 4" HIGH SHALL BEPOSTED IN A CONSPICUOUS PLACE NEAR THE POOL SIGNAGE SHALL READ: "NO DIVING ALLOWED"SIGNAGE FOR NO LIFEGUARD: SIGNAGE WITH CLEARLY LEGIBLE LETTERS NOT LESS THAN 4" HIGH SHALL BEPOSTED IN A CONSPICUOUS PLACE NEAR THE POOL AND SPA. SIGNAGE SHALL READ: "NO LIFEGUARD ONDUTY"WARNING SIGN FOR POOL USING GAS CHLORINE: POST A CONSPICUOUS SIGN WITH 4" HIGH LETTERS ONTHE EXTERIOR SIDE OF THE ENTRY DOOR TO THE POOL EQUIPMENT ENCLOSURE. SIGNAGE SHALL READ:"DANGER: GASEOUS OXIDZER-CHLORINE"WARNING SIGN FOR SPA: A PRECAUTION SIGN WITH CLEARLY LEGIBLE LETTERS SHALL BE POSTED IN APROMINENT PLACE NEAR THE ENTRANCE TO THE SPA WHICH SHALL CONTAIN SIGN THE FOLLOWINGLANGUAGE: "CAUTION"APPROVED SIGNS SHALL BE MAINTAINED IN A LEGIBLE MANNER.6.1.2.3.4.5.ELDERLY PERSONS, PREGNANT WOMEN, INFANTS AND THOSE WITH HEALTH CONDITIONSREQUIRING MEDICAL CARE SHOULD CONSULT WITH A PHYSICIAN BEFORE ENTERING A SPA."UNSUPERVISED USE BY CHILDREN UNDER THE AGE OF 14 IS PROHIBITED.HOT WATER IMMERSION WHILE UNDER THE INFLUENCE OF ALCOHOL, NARCOTICS, DRUGSOR MEDICINES MAY LEAD TO SERIOUS CONSEQUENCES AND IS NOT RECOMMENDED.DO NOT USE ALONE.LONG EXPOSURE MAY RESULT IN NAUSEA, DIZZINESS OR FAINTING."5.4.3.2.1.POOL SAFETY SIGNAGE:COMMENTSFINISHCOLORMANUFACTURER/SUPPLIERITEMSYMBOLFINISH SCHEDULE:METAL / WOOD / GLASSFLATWORKMASONRY1.5PLANTER and WALLSN / ATO MATCH BUILDINGTO MATCH BUILDINGLOW PLINTH with POTTERYBOARDFORM CONCRETE WALLSTO MATCH ARCHITECTURALBOARDFORM WALLSTO MATCH BUILDINGWINDOW FRAMESCUSTOMSEMI-GLOSS1 COAT PRIMER2 COATS PAINTMETAL GATES AND HANDRAILSPOOL/ WATER FEATURESFOUNTAIN AT POOL TERRACE4.2SITE FURNISHINGSTRASH / ASH RECEPTACLE-BENCH-QTY1 : 3 : 6 RATIO OF 4" - 6" MIXMEXICAN BLACK, ROJA & LA PLAYAMEXICAN BEACH COBBLEBEACH STONE VENEERPLANTER WALL1.1VALLEY BUILDING MATERIALS949-598-0256GROUT TO BE OBP BROWN BY ORCOOR EQUAL1.01.21.9T.B.S.T.B.D.T.B.D.T.B.S.COLORED CONCRETE PAVINGDAVIS COLORS800.356.4848CUSTON FINISH T.B.D.WITH MATTE IMPREGNATORSEALER and BRASS EXPANSIONJOINTSPEDESTRIAN PAVERS (60MM)ACKERSTONE PAVERSMEGA COMBO CLASSIC 6PC3.2T.B.S.T.B.S.T.B.S.T.B.S.2.52.22.41.10BEACH STONE VENEERPLANTER CAP4.11.11CATINA BLEND, FACE MIXGRIND AND SHOTBLAST6MM AT PED WALKSBOTTLE FILLER (w/ SEWER &WATER)-T.B.S.5.25.35.4BIKE RACK-T.B.S.5.1POTTERY-T.B.S.5.01.4VEHICULAR PAVERS (80MM)ACKERSTONE PAVERSMEGA COMBO CLASSIC 6PCGENOVA BLEND, FACE MIXGRIND AND SHOTBLAST2.93.43.63.7SYNTHETIC TURFIMPERIAL SYNTHETIC TURFHENRY VAN ANTWERP 561.346.5973CALIFORNIA TALL FESCUE 90-2.13INSTALL PER MANUFACTURER'SSPECIFICATIONS1.91.131.162.72.12.102.14CUSTOM FRAMELESSCUSTOM GLASS POOL ENCLOSUREFENCE AND POOL GATESTO BE APPROVED BY LANDSCAPEARCHITECT AND OWNERNOT USEDNOT USEDNOT USEDNOT USEDNOT USEDNOT USED CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.9CONSTRUCTIONNOTES AND FINISHSCHEDULEVEHICULAR CONCRETED1-1/2" = 1'-0"PER SOILS -SECTION at CONCRETE CURB-PER SOILS 4"264--15PER CIVIL ENG.7EQ.EQ.-CL 81'91.CONCRETE PAVING per PLANS2.FINISH SURFACE per CIVIL ENGINEER3.FINISH GRADE - 1- 12" BELOW TOP OFCURB4.CONCRETE CURB per CIVILENGINEER5.REINFORCEING per GEOTECHNICALREPORT (CONTINUOUS) andCENTERED IN SLAB6.1/2" WIDE SEALED ISOLATIONJOINTS SHALL BE INSTALLED inLOCATIONS WHERE PAVING ABUTSCURBS and OTHER POINTS ofRESTRAINT INCLUDING DRAINS,MANHOLES, UTILITY BOXES /COVERS, etc. JOINTS SHALLINCLUDE EXPANSION BOARD,BACKERROD, and SEALANT WITHFAIRMOUNT MINERALS 'SPECTRAQUARTZ' COLORED QUARTZ toMATCH CONCRETE COLOR7.COMPACTED CLASS II AGGREGATEBASE. COMPACTED TO A MINIMUMOF 95% RELATIVE COMPACTION perGEOTECHNICAL REPORT8.COMPACTED SUBGRADE PERGEOTECHNICAL REPORT9.PLANTING SOIL MIXNOTES:LEGEND:A.REFER TO PAVING SCHEDULE FORCOLORS AND FINISHESB.REFER TO CONSTRUCTION PLANSFOR LOCATION OF JOINTINGC.REFER TO GEOTECHNICAL REPORTFOR STEEL REINFORCEMENT ANDSUB-GRADE PREPARATION31'AT ALL EDGES4"VEHICULAR CONCRETE SHALL BE CAPABLE OFSUPPORTING 72,000 POUNDS IMPOSED LOADFOR FIRE APPARATUS AND TRUCK LOADSNOTE:1.VEHICULAR CONCRETE PAVER FIELD- SEE PAVING KEY FOR COLOR ANDPATTERN.2.1" DEPTH CLEAN NON-PLASTICSAND LAYING COURSE PERGEOTECHNICAL REPORT3.MIRAFI 500X GEOTEXTILE FABRICOR EQUIVALENT.4.CLASS 2 ROAD BASE COMPACTEDTO 95% COMPACTION - INSTALL INTHREE LIFTS - THE BASE SHOULD BEAT OR ABOVE OPTIMUM MOISTURECONTENT5.CONCRETE SUBGRADE BOND BEAMwith REBAR PER GEOTECHNICALENGINEER - WET SET PAVER BAND6.COMPACTED SUB-GRADE PERGEOTECHNICAL ENGINEER7.24" WIDE VEHICULAR CONCRETEBAND PER PLAN. COLD JOINT9.SAND JOINT ASTM C14410.FINISH SURFACE PER CIVILLEGEND:NOTES:A.SEE CONSTRUCTION PLAN forPAVER PATTERN DIRECTIONB.SEAL with SURBOND SB 1300 orEQUAL.C.JOINT SAND to be LOGICALRESOURCE POLYMERIC or EQUALPER SOILS REPORT MATCH WIDTHOF EDGE PAVER5796341210SECTIONVEHICULAR CONCRETE PAVERA1-1/2" = 1'-0"·VEHICULAR PAVERS SHALL BE CAPABLE OFSUPPORTING 72,000 POUNDS IMPOSEDLOAD FOR FIRE APPARATUS AND TRUCKLOADS·VEHICULAR PAVERS MUST COMPLY WITHCALTRANS HIGHWAY DESIGN MANUALSECTION 603.6, 612.2 AND 613.3NOTE:1.SURE-LOC STEEL LANDSCAPEEDGING. CONTINUOUS LAYOUTPER PLAN. INSTALL perMANUFACTURER'SSPECIFICATIONS. MODEL: 1/4" x4"x 16' / COLOR: BLACK2.ANCHORING SPIKE - TO LOCKINTO PREFORMED LOOPS ONTHE EDGING - PERMANUFACTURERS SPECS3.DECORATIVE COBBLE ORDECOMPOSED GRANITE PAVING,OR SYNTHETIC TURF per PLANS.SEE DETAIL FOR ASSEMBLY4.FILTER FABRIC PER DETAIL (IFAPPLICABLE)5.FINISH GRADE:·12" BELOW F.S. FOR TURF AREAS·1 12" BELOW F.S. FOR SHRUBAREASCOMPACTED SUB-GRADEPER GEOTECHNICAL REPORT6.COMPACTED SUBGRADE PERGEOTECHNICAL REPORT7.PLANTER SOIL MIXMETAL EDGINGLEGEND:3" = 1'-0"SECTION3152674EBIKE RACKCN.T.S.MODEL:COLOR/OPTIONS:NOTES:RIDE BIKE RACK--SUPPLIER/MANUFACTURER:LANDSCAPE FORMSQTY:----BOTTLE FILLERHN.T.S.MODEL:COLOR/OPTIONS:NOTES:LK4410BF--SUPPLIER/MANUFACTURER:ELKAYQTY:--BLACK1.SYNTHETIC TURF. SEE FINISH SCHEDULE FOR SPECIFICATION2.1" LONG RUST PROOF STAPLES at 1" O.C. SPACING3.2"x4" COMPOSITE NAILER BOARD. MOUNT 12" BELOW PAVING SURFACE and SECURE WITH CONCRETEFASTENERS at 18" O.C. SPACING4.3" DEPTH CLASS 2 ROAD BASE AT 95% COMPACTION5.FILTER FABRIC UNDERLAY - OVERLAP MINIMUM 12" AT ALL SPLICES6.EXTEND FILTER FABRIC 2" ALONG ALL EDGES - FABRIC SHALL NOT BE SEEN ABOVE FINISH GRADE7.VERTICAL SURFACE EDGE per PLAN - CONCRETE MOW CURB, METAL EDGING, CONCRETE PAVING,SITE WALL, BUILDING FOUNDATION, ETC.8.1" DEPTH LEVELING SAND per MANUFACTURERS RECOMMENDATION9.COMPACTED SUBGRADE PER GEOTECHNICAL REPORTACCESSIBLE SYNTHETIC TURF(ON-GRADE)LEGEND:3" = 1'-0"SECTION at VERTICAL SURFACE12" MAX 3"SLOPE TOAREA DRAIN1"318457962FTRANSITION ATACCESSIBLE SYNTHETICTURF SHALL NOTEXCEED 1/4" HEIGHT.PREFABRICATED FIREPITIN.T.S.MODEL:COLOR/OPTIONS:NOTES:ROUND 90" DIAMETERCOLOR AND TEXTURE TO MATCHCONCRETE INSTALLED ON SITESUPPLIER/MANUFACTURER:HART CONCRETE DESIGNQTY:1BOARDFORM FINISH(with BOARDFORM FINISH)NOT USEDBNOT USEDG(NOT USED)(NOT USED) CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.10CONSTRUCTIONDETAILS12"C.M.U.12" MIN. - 36" MAX. HT.SECTION2118101459712" MIN.SLOPE to PLANTER DRAINSEE PRECISE GADINGPLANS by CIVIL ENGINEERCOBBLE WALL PLANTERAT ENTRIESA3/4" = 1'-0"1.FINISH SURFACE2.ROCK VENEER CAP. SEE FINISH SCHEDULE.3.NOT USED4.12 X 8 X 16 RADIUS C.M.U. BLOCK WALL WITH ROCK VENEER. SEE DETAIL FOR LAYOUT.5.ROCK VENEER. SEE FINISH SCHEDULE.6.MORTAR CAP AS SHOWN WITH 4" W. FLAT CENTER AS SHOWN. 1/2" RADIUS ALL EXPOSED EDGES7.CONCRETE FOOTING - SIZE PER ENGINEER8.COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT9.CAULKED EXPANSION JOINT AT BASE OF WALL.10.ONE C.F./L.F. GRAVEL BACKFILL OVER 4" PERFORATED PIPE DRAIN LINE WRAPPED WITH FILTERFABRIC CONNECT TO STORM DRAIN PER CIVIL.11.TWO COATS WATERPROOF ASPHALTIC EMULSION CONTINUOUS AT BACK OF WALL WITHPROTECTION BOARD.LEGEND:A.CELLS WITH REBAR TO BE GROUTED SOLID.B.FOOTING TO BE POURED AGAINST UNDISTURBED SOIL OR RECOMPACTED SOILNOTES:12"C.M.U. SEE GRADING PLAN 12465SECTION3PERSTRUCTURALENGINEERPER STRUCTURAL ENGINEER SEE CONST.PLANS7SLOPE to DRAIN8912" MIN. - 36" MAX. HT.7PLANTER WALLB3/4" = 1'-0"1.PLASTER FINISH 1/2" RADIUSALL EXPOSED EDGES. STUCCOTO SCREED. SEE FINISHSCHEDULE2.12 X 8 X 16 C.M.U. BLOCK3.FINISH SURFACE4.PLASTER CAP AS SHOWN WITHFLAT CENTER AS SHOWN5.CONCRETE FOOTING - SIZEPER ENGINEER6.COMPACTED SUBGRADE - PERSTRUCTURAL SOILS REPORT7.PLANTING AREA8.ONE C.F./L.F. GRAVELBACKFILL OVER 4"PERFORATED PIPE DRAIN LINEWRAPPED WITH FILTER FABRICCONNECT TO STORM DRAINPER CIVIL.9.TWO COATS WATERPROOFASPHALTIC EMULSIONCONTINUOUS AT BACK OFWALL WITH PROTECTIONBOARD.LEGEND:NOTES:A.CELLS WITH REBAR TO BE GROUTED SOLID.B.FOOTING TO BE POURED AGAINSTUNDISTURBED SOIL OR RECOMPACTED SOIL.SECTION1234561'4"76"PEDESTRIAN COLOREDCONCRETEE1-1/2" = 1'-0"1.COLOR CONCRETE PAVING (SEE FINISH SCHEDULE FOR COLOR).2.REBAR PER STRUCTURAL.3.COLD JOINT.4.1/4" SAWCUTS 1" DEPTH PER PLAN.5.1/2" EXPANSION JOINT, SEALANT DEPTH OF 1/2 OF JOINT WIDTH. OVERROUNDED BACKUP W/ NO BOND SEALANT OVER BACKUP MATERIAL, TYP.CAULK COLOR TO MATCH PAVING. OR BRASS EXPANSION JOINT TO MATCHINTERIOR CONCRETE WORK.6.FINISH GRADE.7.COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT .LEGEND:1.1-3/8" X 1" SOLID FLAT STOCK MOLDEDDECORATIVE HANDRAIL2.1" x 1 12" TUBULAR STEEL POST - TYPICAL.POST SPACING TO BE 4" O.C. / SUBMITSAMPLE TO LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO FABRICATION3.FINISH SURFACE4.CONCRETE FOOTING -REFER TOSTRUCTURAL PLANS5.COMPACTED SUB-GRADE -REFER TOGEOTECHNICAL REPORT6.EMBED RAIL POST PER STRUCTURALPLANS7.#4 REBAR TIES @ 8" O.C.8.ADJACENT VERTICAL SURFACE9.CONNECTION TO VERTICAL SURFACELEGEND:NOTES:A.LOCATION OF HANDRAIL SHALL BEAPPROVED BY LANDSCAPE ARCHITECTPRIOR TO INSTALLATIONB.ALL WELDS TO BE 18" CONT. FILLET WELDSAND TO BE GROUND SMOOTH.C.HANDRAILS REQUIRED ON BOTH SIDESOF ALL EXTERIOR RAMPS PER C.B.C.REQUIREMENTS.D.REINFORCEMENT per STRUCTURALENGINEER PLANS.HANDRAIL AT ACCESSIBLE RAMP12" MIN.PER CODE12" MIN.PER CODE3 GRADE BREAK AT TOP OF RAMP 1'-6"1'34" MIN. -38" MAX. PER CODE 13"1 GRADE BREAK AT BOTTOM OF RAMP SLOPEPER CIVIL34"14"5SECTION/ELEVATION7421023786SEE GRADING PLAN ENLARGMENT N.T.S.SEEENLARGEMENT12" MIN.12" + TREAD W. MIN.PER CODE34" MIN. -38" MAX. PER CODE 1" MAX.2" MIN.1/2"WASH121" MAX.56471" = 1'-0"CONCRETE STEPS WITH HANDRAIL1" = 1'-0"1.1/2" RADIUS EDGE2.REBAR per STRUCTURAL ENGINEER3.COMPACTED SUBGRADE PERRECOMMENDATIONS OF STRUCTURAL SOILSREPORT4.2" WARNING STRIPE AT EACH STEP TO BESTAINED WITH SCOFIELDLITHOCHROME-CHEMSTAIN CS-1 BLACK TOHAVE 1/4" X 1/4" DEEP GROOVES AT 3/4" O.C.5.EXPANSION JOINT6.1 12" SQ. WROUGHT IRON HANDRAIL POST7.ADJACENT PAVING. SEE CONSTRUCTION PLAN.8.1 38" WROUGHT IRON HANDRAIL POST.CONTRACTOR to PROVIDE SHOP DRAWINGS9.1-3/8" x 1" SOLID FLAT STOCK MOLDEDDECORATIVE HANDRAIL10.CONCRETE FOOTING per STRUCTURALENGINEERLEGEND:7DC51-1/2"MIN.192"8ENLARGEMENT - ADJACENTRETAINING WALL ORGUARDRAIL CONDITION27" MAX. 27" MAX. 27" MAX.227" MAX.NOT USEDFNOT USEDG(NOT USED)(NOT USED) CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.11CONSTRUCTIONDETAILSF.S. 106.86T.W. 107.50T.W. 108.5T.W. 109.0F.S. 108.0431102ELEVATION1061151076COBBLE ROCK PLANTER WALL with NO CAPTENNIS CLUB ENTRY STEPS & ADA ACCESSIBLE RAMPA1/2" = 1'-0"883166611545341.16" WIDE C.M.U. WALL WITH COBBLEVENEER. SEE CONSTRUCTION PLANAND DETAIL.2.CONCRETE STEPS. SEE CONSTRUCTIONPLAN AND DETAIL.3.METAL HANDRAIL AT STEPS. SEECONSTRUCTION PLAN AND DETAIL.4.METAL HANDRAIL AT ACCESSIBLE RAMP5.ADJACENT RAMP - SEE CONSTRUCTIONAND GRADING PLAN6.ADJACENT BOARD FORM WALL - SEEDETAIL.7.PLANTER WALL BEYOND - SEECONSTRUCTION PLAN AND DETAIL.8.ADJACENT PAVING. SEECONSTRUCTION PLAN9.NOT USED10.FINISH SURFACE11.POTTERY. SEE TREE PLANTING PLANFOR POT SCHEDULELEGEND:5'5'A.ALL HANDRAILS TO COMPLY WITHCBC CODES FOR EXTENSIONS ANDCLEARANCES.B.VERIFY ALL GRADES WITH CIVILENGINEERING PLANSNOTES: CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.12CONSTRUCTIONDETAILSF.S. 105.0T.W. 105.5'T.W. 106.0T.W. 107.0F.S. 103.58ELEVATIONCOBBLE ROCK PLANTER WALL with NO CAP243148SPA ENTRYA1/2" = 1'-0"1.16" WIDE C.M.U. WALL WITH COBBLEVENEER . SEE CONSTRUCTION PLANAND DETAIL.2.CONCRETE STEPS. SEECONSTRUCTION PLAN AND DETAIL.3.METAL HANDRAIL AT STEPS. SEECONSTRUCTION PLAN AND DETAIL.4.ADJACENT BOARD FORM WALL. SEEDETAIL5.PLANTER WALL BEYOND. SEECONSTRUCTION PLAN AND DETAIL.6.ADJACENT PAVING. SEECONSTRUCTION PLAN7.NOT USED8.FINISH SURFACE9.POTTERY. SEE TREE PLANTING PLANFOR POT SCHEDULELEGEND:66231LEGEND:A.ALL HANDRAILS TO COMPLY WITHCBC CODES FOR EXTENSIONS ANDCLEARANCES.B.VERIFY ALL GRADES WITH CIVILENGINEERING PLANSNOTES: CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.13CONSTRUCTIONDETAILSFINISH SCHEDULEMANUF/SUPPLIERCOMMENTSMODEL/COLORNUMBERITEM2" x 6" GLASSTILETO BE SELECTEDMODEL: GLASS BARS- LARGE 2X6COLOR: M-13 BLENDWHITE GROUT412"6"3'6'3'6"9'7'FRONT ELEVATIONSIDE ELEVATION3' 3'3'SECTION THRU POTTERY WALLSECTION THRU FOUNTAIN141342184154647515121617818" MAX 6"561341364141'-6"92'-5"CL13101117FOUNTAIN AT POOL TERRACEA3/4" = 1'-0"PLAN VIEW6'9'10'7'562'13LIMITS OF BOND BEAM3'4'11.BOARD FORM WALL ADJACENT TO RAMP. SEE DETAIL2.8" X 8" X 16" CMU BLOCK3.WATER FOUNTAIN BASIN TILE. SEE FINISHED SCHEDULE THIS SHEET.4.FOUNTAIN WALL TILE. SEE FINISHED SCHEDULE THIS SHEET.5.CUT TILE COPING TILE. SEE FINISHED SCHEDULE THIS SHEET.6.BRONZE SCUPPER. AVAILABLE THRU FOUNTAIN PEOPLE 512.392.1155.HIDDEN FOUNTAIN NOZZEL PER FOUNTAIN CONTRACTOR.7.POURED-IN-PLACE CONCRETE BOND BEAM8.(2) UNDERWATER LIGHTS. PER FOUNTAIN CONTRACTOR9.WATER LEVEL10.SUPPLY LINE TO PUMP/FILTER - SIZE PER FOUNTAIN CONTRACTOR11.RETURN LINE TO PUMP/FILTER - SIZE PER FOUNTAIN CONTRACTOR12.WALL MOUNTED OVERFLOW/WATER LEVEL CONTROL. PER FOUNTAINCONTRACTOR13.POTTERY. SEE TREE PLANS14.ADJACENT ADA RAMP15.ADJACENT PAVING16.COMPACTED SUBGRADE PER SOILS REPORT17.DRAIN PER FOUNTAIN CONTRACTOR18.CONCRETE FOORING PER STRUCTURAL ENGINEERLEGEND:NOTES:A.FOOTING TO BE POURED AGAINST UNDISTURBED SOIL ORRECOMPACTED SOIL PER SOILS REPORT.B.REINFORCING PER STRUCTURAL ENGINEER'SRECOMMENDATIONS.C.FOUNTAIN CONTRACTOR TO SUBMIT SHOP DRAWINGS TOL.A. FOR APPROVAL.D.WATER LEVEL NOT TO EXCEED 18".E.WATER PROOFING OF WALLS ADJACENT TO PLANTERAREAS TYPICAL. PER WATER PROOFING CONSULTANT.3'51143'3' CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.14CONSTRUCTIONDETAILSNOT USEDA(NOT USED) CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.15CONSTRUCTIONDETAILSPER ENGINEER4356'12PER ENGINEER 8" MIN.512" CMU66' HT. CMU STUCCO WALLA3/4" = 1'-0"1.12 X 8 X 16 C.M.U. PRECISION BLOCK WALL -WITH ROLLED STUCCO CAP. REINFORCINGAND GROUT PER STRUCTURAL ENGINEER.2.STUCCO FINISH. STUCCO TO SCREED - SEEFINISH SCHEDULE3.CONCRETE FOOTING - SIZING ANDREINFORCING PER STRUCTURAL ENGINEER4.COMPACTED SUBGRADE PER STRUCTURALSOILS REPORT.5.FINISH GRADE/SURFACE - PER GRADINGPLAN6.EXPANSION JOINTLEGEND:NOTES:A.CONTRACTOR SHALL INSTALLVERTICAL EXPANSION JOINTSPER STRUCTURAL ENGINEER'SRECOMMENDATIONS.ELEVATION10"3'3'SECTION10"PLANCLPER STRUCTURALENGINEERPER STRUCTURAL ENGINEER 17143541'-6"611'-6"72'-4"2'-4" 8" MIN.62POTTERY PLINTHD3/4" = 1'-0"1.POTTERY - SEE TREE PLANSFOR POTTERY LEGEND FORPOT MODEL AND MANUF.2.8 X 8 X 16 C.M.U. BLOCK -REINFORCING AND GROUTPER STRUCTURAL ENGINEER3.CONCRETE FOOTING - SIZEAND REINFORCING PERSTRUCTURAL ENGINEER4.FINISH GRADE/SURFACE - SEEGRADING PLAN5.COMPACTED SUBGRADE6.STUCCO FINISH. STUCCO TOSCREED - SEE FINISHSCHEDULE.7.INSET ACCENT TILE. SEEFINISH SCHEDULE.LEGEND:NOTES:A.FOOTING TO BE POURED AGAINSTUNDISTURBED SOIL OR RECOMPACTED SOILPER STRUCTURAL SOILS REPORT.B.GROUT SOLID ALL CELLS .1" = 1'-0"BOARDFORM CONCRETESEAT WALL - ON GRADEC2'214LEGEND:24" HEIGHT VARIES SEE GRADING PLAN 1.CAST IN PLACE CONCRETE WALL.AVAILABLE BY J&M CONCRETE(714.978.2222) / DAVIS COLOR:NATURAL GREY / FINISH: BOARDFORM CONCRETE / NOTES:REINFORCEMENT PERSTRUCTURAL ENGINEER. SEEPLAN FOR WALL LAYOUT2.ADJACENT PAVING PER PLAN.FINISH SURFACE PER CIVIL3.FINISH GRADE PER CIVIL4.CONCRETE FOOTING. DEPTHAND REINFORCEMENT PERSTRUCTURAL ENGINEER5.COMPACTED SUBGRADE PERGEOTECH SOILS REPORT6.14" RADIUS ALL EDGES7.ONE C.F./L.F. GRAVEL BACKFILLOVER 4" PERFORATED PIPE DRAINLINE WRAPPED WITH FILTERFABRIC CONNECT TO STORMDRAIN PER CIVIL.8.TWO COATS WATERPROOFASPHALTIC EMULSIONCONTINUOUS AT BACK OF WALLWITH PROTECTION BOARD.SECTION1% SLOPE6NOTES:A.REFER TO STRUCTURAL DRAWINGSFOR ALL REINFORCEMENT ANDMASONRY INFORMATION.3" CLR. TYP.3" CLR. TYP.3578SEE CIVIL PLANS 1'214LEGEND:24" HEIGHT VARIES SEE GRADING PLAN 1.CAST IN PLACE CONCRETE WALL.AVAILABLE BY J&M CONCRETE(714.978.2222) / DAVIS COLOR:NATURAL GREY / FINISH: BOARD FORMCONCRETE / NOTES:REINFORCEMENT PER STRUCTURALENGINEER. SEE PLAN FOR WALLLAYOUT2.ADJACENT PAVING PER PLAN. FINISHSURFACE PER CIVIL3.FINISH GRADE PER CIVIL4.CONCRETE FOOTING. DEPTH ANDREINFORCEMENT PER STRUCTURALENGINEER5.COMPACTED SUBGRADE PERGEOTECH SOILS REPORT6.14" RADIUS ALL EDGES7.ONE C.F./L.F. GRAVEL BACKFILL OVER4" PERFORATED PIPE DRAIN LINEWRAPPED WITH FILTER FABRICCONNECT TO STORM DRAIN PERCIVIL.8.TWO COATS WATERPROOFASPHALTIC EMULSION CONTINUOUSAT BACK OF WALL WITH PROTECTIONBOARD.SECTION1% SLOPE1" = 1'-0"BOARDFORM CONCRETEWALL -ON GRADE6NOTES:A.REFER TO STRUCTURAL DRAWINGSFOR ALL REINFORCEMENT ANDMASONRY INFORMATION.3" CLR. TYP.3" CLR. TYP.B3578SEE CIVIL PLANS 1.TUBULAR STEEL BOTTOM RAIL 2" x 3"2.TUBULAR STEEL 2" FLAT STOCK STEEL TOPRAIL3.TUBULAR STEEL POST 3" x 2". WELD SEAL FORWATER TIGHT.4.TUBULAR STEEL PICKET 1" x 2" WELD TO FACEOF TOP RAIL. WITH FLUSH CAP5.CONCRETE FOOTING - SLOPE COLLAR AWAYfrom STEEL POST6.COMPACTED SUB-GRADE PERGEOTECHNICAL REPORT7.FINISH GRADE8.8" WIDE FLUSH MOW CURBLEGEND:NOTES:A.ALL STEEL SHALL BE PAINTED W/ 1 COATBASE PRIMER AMERCOAT 385 OR EQUAL & 2COATS PAINT TO MATCH ARCHITECTURALRAILING.B.ALL WELDS TO BE GROUND SMOOTH.C.FENCE CONTRACTOR SHALL SITE VERIFYEXACT SIZE OF FENCE PRIOR TOFABRICATION.D.CONTRACTOR SHALL PROVIDE SHOPDRAWINGS.E.CONTINUOUS CURB AT POOL ENCLOSUREONLY.TUBULAR STEEL FENCEE3/4" = 1'-0"ELEVATIONPLAN VIEWON GRADE SECTIONCONTINUOUS CURB AT POOLENCLOSURE ONLY2432356'8' OC4151247688NOT USEDF CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.16CONSTRUCTIONDETAILSNOT USEDDNOT USEDCNOT USEDBNOT USEDA(NOT USED)(NOT USED)(NOT USED)(NOT USED) CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.17CONSTRUCTIONDETAILSNOT USEDA(NOT USED) CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.18CONSTRUCTIONDETAILS1.2" X 2" SQ TUBULAR STEEL METAL GATE FRAME.2.2" X 3" SQ. POST - GAUGE PER CONTRACTOR.3.16 GAUGE "HANOVER SQUARE" .2" SQ. 1/4"STRAIGHT ROWS MESH. PAINT TO MATCHTUBULAR STEEL. 'SANDWICH' BETWEENPICKETS4.HEAVY DUTY SELF CLOSING PIVOT HINGES PERGATE CONTRACTOR.5.12 " SQ. TUBULAR STEEL PICKET 2" O.C. ATTACHTO BOTH SIDES OF GATE PER PLAN VIEWENLARGEMENT6.12" X 2" TUBULAR STEEL RAIL.7.12" HT X 2" WIDE 'SOLID' PANEL AT BASE OFGATE8.FINISH SURFACE / FINISH GRADE.9.KNOX BOX. LOCATION TO BE APPROVED BYTHE FIRE/POLICE DEPARTMENT.10.SELF-CLOSING/LATCH PER CONTRACTOR.SINGLE SIDED ELECTRICAL SELF-LOCKING FROMOUTSIDE OF POOL AREA11.ELECTRICAL KEY (F.O.B.) PER DIRECTION OFOWNER.12.VON DUPRIN 22-F PANIC BAR, 210NL NIGHTLATCH, RIM 3216 SPRAYED ALUMINUM FIN.MOUNT AT INSIDE OF STADIUM SIDELEGEND:NOTES:A.ALL STEEL SHALL BE PAINTED W/ 1 COATBASE PRIMER & 2 COATS SEMI-GLOSSPAINT. COLOR: TO MATCH FENCE.B.ALL WELDS TO BE GROUND SMOOTH.C.FENCE CONTRACTOR SHALL SITE VERIFYEXACT SIZE OF FENCE PRIOR TOFABRICATION.D.CONTRACTOR SHALL PROVIDE SHOPDRAWINGS to THE LANDSCAPEARCHITECT FOR APPROVAL.E.LOCATION OF FENCE SHALL BEAPPROVED BY L.A. PRIOR TOINSTALLATIONF.GATE HARDWARE TO BE MOUNTED 42"MIN. AND 44" MAX. ABOVE FINISHEDSURFACEG.ALL GATES SHALL BE INSPECTED FORPROPER INSTALLATIONTUBULAR STEEL PEDESTRIAN GATED3/4" = 1'-0"24"36" OPENING6'-0"944" OPENING IN GATE2"12"4"4"2"CLCL254" OPENING IN PANEL77310122244" MIN.8163'-8" MAX.2'-6" MIN.CL11 NOT USEDBNOT USEDANOT USEDC(NOT USED)(NOT USED)(NOT USED) CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.19CONSTRUCTIONDETAILSNOT USEDA(NOT USED) LIMIT OF WORK AT TUBULAR STEEL FENCELIMIT OF WORK AT TUBULAR STEEL FENCECENTER COURTA3/16" = 1'-0"FS107.0FS 108.0FS106.0FS108.0TW 109.0RAISEDPLANTERTW 109.0RAISEDPLANTERTW 109.0RAISEDPLANTERTW 109.0RAISEDPLANTERTW 108.0FS107.0FS106.0FS108.0TW 108.0FS 108.0TW 109.0TW 108.0FS106.0FS107.0FS108.0TW 108.0TW 108.0TW 108.0FS106.0FS107.0FS108.0TW 108.0TW 108.0TW 109.0FS 104.0FS106.5FS104.5TW 109.0TW 110.0FS104.5FS106.5TW 110.0TW 109.0FS 108.08'8'3'8'3'8'3'8'3'10'-2"20'-8"10'-2"3'3'3'3'8'8'8' 8'10'33'5'33'2'4'14'-6"10'3'3'3'3'3'3'3'7'-6"8'8'8'8'7'-6"3'8'3'8'3'8'3'10'-2"20'-8"10'-2"3'8'3'8'3'8'3'3'3'1'1' 3'12'-8"3'FS106.5R 12'2371.TENNIS COURT SURFACING AND COURT EQUIPMENT - TENNIS CONTRACTORTO PERMIT AND DESIGN BUILD2.CONCRETE SEATING AREA WITH SCORE LINES AS SHOWN3.CONCRETE STEPS WITH DETECTABLE GROOVES. SEE SECTIONS THIS SHEET4.CONCRETE STEPS WITH HANDRAIL WITHOUT EXTENSION. SEECONSTRUCTION PLAN AND DETAIL.5.NOT USED6.COLORED CONCRETE PAVING WITH BRASS EXPANSION JOINTS AS SHOWN7.POURED IN PLACE CONCRETE WALL. SEE GRADING PLAN FOR WALL HEIGHTS.SEE SECTIONS ON SHEET LC.21 AND FINISH SCHEDULE8.PLANTER WALL, SEE CONSTRUCTION PLAN AND DETAIL9.SYNTHETIC TURF, SEE CONSTRUCTION PLAN AND DETAIL10.PAVER SEATING PATIO , SEE CONSTRUCTION PLAN AND DETAIL11.BOARDFORM WALL. SEE CONSTRUCTION PLAN AND DETAIL12.CONCRETE RAMP per CIVIL ENGINEERLEGEND:2372372372371R 12'FS106.51312ALL SPOT ELEVATIONS ARE TO BE VERIFIED WITH CIVIL ENGINEER'S PLANS41071110499997LC.21ALC.21ALC.21B711CONCRETE STEPS WITH HANDRAIL WITHOUT EXTENSIONAT CENTER COURT ASSEMBLY AREA.PER CBC 1028.13, HANDRAIL EXTENSIONS ARE NOTREQUIRED AT THE TOP AND BOTTOM OF AISLE STAIRAND AISLE RAMP RUNSCONCRETE STEPS WITH HANDRAILWITHOUT EXTENSION AT CENTERCOURT ASSEMBLY AREA.PER CBC 1028.13, HANDRAILEXTENSIONS ARE NOT REQUIRED ATTHE TOP AND BOTTOM OF AISLESTAIR AND AISLE RAMP RUNS36" X 48" SPACE FORACCESSIBLE SEATING,TYP.36" X 48" SPACE FORACCESSIBLE SEATING,TYP.36" X 48" SPACE FORACCESSIBLE SEATING,TYP.36" X 48" SPACE FORACCESSIBLE SEATING,TYP.FS 108.0FS 106.0FS 104.08.33% MAX8.33% MAXFS 106.0TW 108.0FS 108.0CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.20CONSTRUCTIONDETAILS STONE PATIO at CENTER COURT (EAST AND WEST SIDES)C3/4" = 1'-0"TW 109.05'26" 3'-6"FS 106.5FS 104.5FS 108.03'-8"1.CANTILEVERED CONCRETE STEPS. FOOTING ANDREINFORCING PER STRUCTURAL ENGINEER2.2" DETECTABLE GROOVES AT EACH STEP3.8" W. POURED-IN-PLACE CONCRETE WALL. SEE SECTION 'A'THIS SHEET4.CAULKED EXPANSION JOINT5.CONCRETE PAVING.6.COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT7.ONE C.F./L.F. GRAVEL BACKFILL OVER 4" PERFORATED PIPEDRAIN LINE WRAPPED WITH FILTER FABRIC CONNECT TOSTORM DRAIN per CIVIL ENGINEER8.FINISHED SURFACE9.CONCRETE FOOTING per STRUCTURAL ENGINEER10.PAVER PATIO. SEE CONSTRUCTION PLAN & DETAIL11.BOARDFORM WALL. SEE CONSTRUCTION PLAN & DETAILLEGEND:41115108PER STRUCTURALENGINEERPER STRUCTURAL ENGINEER 7962'3POURED-IN-PLACE WALL & CONCRETE SEATINGat CENTER COURT (EAST AND WEST SIDES)A3/4" = 1'-0"TW 108.0FS 107.0FS 106.0PER STRUCTURAL ENGINEERPER STRUCTURALENGINEERFS 108.0TURFFG 108.06"8"3'3'25741964'1081.CONCRETE STEPS. FOOTING AND REINFORCING PER STRUCTURALENGINEER2.2" DETECTABLE GROOVES AT EACH STEP3.8" W. POURED IN PLACE CONCRETE WALL WITH 1" CHAMFER ATTOP. REINFORCING PER STRUCTURAL ENGINEER.4.CONCRETE FOOTING PER STRUCTURAL ENGINEER5.CAULKED EXPANSION JOINT6.CONCRETE PAVING.7.ONE C.F./L.F. GRAVEL BACKFILL OVER 4" PERFORATED PIPE DRAINLINE WRAPPED WITH FILTER FABRIC CONNECT TO STORM DRAINPER CIVIL.8.TWO COATS WATERPROOF ASPHALTIC EMULSION CONTINUOUS ATBACK OF WALL WITH PROTECTION BOARD.9.COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT10.FINISHED SURFACELEGEND:34"ARTIFICIAL TURF MEETSACCESSIBILITY REQUIREMENTS.ARTIFICIAL TURF SHALL BE INSTALLEDFLUSH WITHIN 1/4" OF ADJACENTWALKWAY AT 2% MAX SLOPE3GRADE CHANGELESS THAN 30". NOGUARDRAILREQUIREDTW 109.0FS 106.0PER STRUCTURAL ENGINEERPER STRUCTURALENGINEERFS 108.08'8"3'25741965'108POURED-IN-PLACE WALL & CONCRETE SEATINGat CENTER COURT (SOUTH SIDE)B3/4" = 1'-0"1.CONCRETE STEPS. FOOTING AND REINFORCING PER STRUCTURAL ENGINEER2.2" DETECTABLE GROOVES AT EACH STEP3.8" W. POURED IN PLACE CONCRETE WALL WITH 1" CHAMFER AT TOP.REINFORCING PER STRUCTURAL ENGINEER.4.CONCRETE FOOTING PER STRUCTURAL ENGINEER5.CAULKED EXPANSION JOINT6.CONCRETE PAVING.7.ONE C.F./L.F. GRAVEL BACKFILL OVER 4" PERFORATED PIPE DRAIN LINE WRAPPEDWITH FILTER FABRIC CONNECT TO STORM DRAIN PER CIVIL.8.TWO COATS WATERPROOF ASPHALTIC EMULSION CONTINUOUS AT BACK OFWALL WITH PROTECTION BOARD.9.COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT10.FINISHED SURFACELEGEND:TURFFG 108.0ARTIFICIAL TURF MEETSACCESSIBILITY REQUIREMENTS.ARTIFICIAL TURF SHALL BE INSTALLEDFLUSH WITHIN 1/4" OF ADJACENTWALKWAY AT 2% MAX SLOPE3CBC 1029.16.4 ATASSEMBLY AREAS ARAILING SYSTEM SHALLBE MIN. 36" HEIGHTAND PROVIDE MIN. 42"MEASUREDDIAGNOALLYBETWEEN THE TOP OFTHE RAIL AND THENOSING OF THENEAREST TREAD36" MIN.42" MIN.CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.21CONSTRUCTIONDETAILS12"8"8"6'PER STRUCTURALENGINEERPER STRUCTURAL ENGINEERPER STRUCTURALENGINEERPERSTRUCTURALENGINEER PERSTRUCTURALENGINEER 183655627148278'-10" PLANTER AREA1"1"POURED-IN-PLACE CONCRETE PLANTER WALL at CENTER COURTD3/4" = 1'-0"1.8" W. POURED IN PLACE CONCRETE PLANTER WALL WITH 1" CHAMFER AT TOPEDGES. REINFORCING PER STRUCTURAL ENGINEER.2.CONCRETE FOOTING PER STRUCTURAL ENGINEER3.CAULKED EXPANSION JOINT4.CONCRETE PAVING.5.ONE C.F./L.F. GRAVEL BACKFILL OVER 4" PERFORATED PIPE DRAIN LINEWRAPPED WITH FILTER FABRIC CONNECT TO STORM DRAIN PER CIVIL.6.TWO COATS WATERPROOF ASPHALTIC EMULSION CONTINUOUS AT BACK OFWALL WITH PROTECTION BOARD.7.COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT8.FINISHED SURFACELEGEND:NOTES:A.CELLS WITH REBAR TO BEGROUTED SOLID.B.FOOTING TO BE POUREDAGAINST UNDISTURBED SOILOR RECOMPACTED SOIL.334"PER PLAN5SECTION/ELEVATION7421023786SEE GRADING PLAN ENLARGMENT N.T.S.SEEENLARGEMENT1" MAX.2" MIN.1/2"WASH121" MAX.CONCRETE STEPS WITH HANDRAILAT TENNIS STADIUM1" = 1'-0"1.1/2" RADIUS EDGE2.REBAR per STRUCTURAL ENGINEER3.COMPACTED SUBGRADE PERRECOMMENDATIONS OF STRUCTURAL SOILSREPORT4.2" WARNING STRIPE AT EACH STEP TO BESTAINED WITH SCOFIELDLITHOCHROME-CHEMSTAIN CS-1 BLACK TOHAVE 1/4" X 1/4" DEEP GROOVES AT 3/4" O.C.5.EXPANSION JOINT6.1 12" SQ. WROUGHT IRON HANDRAIL POST7.ADJACENT PAVING. SEE CONSTRUCTION PLAN.8.1 38" WROUGHT IRON HANDRAIL POST.CONTRACTOR to PROVIDE SHOP DRAWINGS9.1-3/8" x 1" SOLID FLAT STOCK MOLDEDDECORATIVE HANDRAIL10.CONCRETE FOOTING per STRUCTURALENGINEERLEGEND:9E5 PER CBC 1028.13, HANDRAIL EXTENSIONS ARE NOTREQUIRED AT THE TOP AND BOTTOM OF AISLESTAIR AND AISLE RAMP RUNS IN ASSEMBLY AREAS.A CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLC.22LANDSCAPECONSTRUCTIONSPECIFICATIONS STOPNO PARKINGDININGPOOLEQUIPMENTTREATMENT 1TREATMENT 2KITCHENSPA RETAILSPA BARDININGFITNESSPRO SHOPOFFICEMASSAGE WAITINGMEN'SWOMEN'SMAINENTRYELECTRICAL(OPENTO SKY)KOIPONDLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK at F.O.C.COUNTRY CLUB DRIVE (PRIVATE ROAD)NOT-A-PARTPROPERTY LINELIMIT OF WORK AT TUBULAR STEEL FENCELINE-OF-SIGHTLINE-OF-SIGHTFUTURE PHASECITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.1IRRIGATIONPLANMATCHLINE - SEE SHEET LI.3MATCHLINE - SEE SHEET LI.2 MATCHLINE - SEE SHEET LI.2MATCHLINE - SEE SHEET LI.4LI.1LI.2LI.3LI.4LI.5LI.6NOTE 'D':ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALLSLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETERINSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPESLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12INCHES BEYOND PAVING.CONTROLLER ASSEMBLY LOCATION NOTE:CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE.THE IRRIGATION CONTRACTOR SHALL STAKE OUT THE CONTROLLERLOCATION FOR REVIEW AND APPROVAL BY THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF THIS EQUIPMENT. THEIRRIGATION CONTRACTOR IS RESPONSIBLE FOR ELECTRICALCONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLERAND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCEVALVES TO TERMINAL STRIP. ALL ELECTRICAL WORK SHALL CONFORMTO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS.FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALLBE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNERSHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TOTHE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THEINSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNERDIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.VALVE LOCATION NOTE:ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THISDRAWING ARE APPROXIMATE. THE IRRIGATION CONTRACTOR SHALLSTAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVELOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINALLOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVESAND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'SAUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ELECTRICCONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BYTHE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURETO OBTAIN THE OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVALPRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKEOWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER'S AUTHORIZEDREPRESENTATIVE, ALL VALVES SHALL BE INSTALLED AS SHOWN INSHRUB PLANTING AREAS.NOTE 'C':CONTRACTOR SHALL ADD HEADS OR EMITTERS TO ACHIEVE 100%COVERAGE AND/OR ADJUST HEADS OR EMITTERS AS REQUIRED TOACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO TREE TRUNKS, LIGHT POLES, FIREHYDRANTS, ETC. VERIFY ALL IRRIGATION LAYOUT WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES,DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCINGWORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVEIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTORSHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITECONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK.NOTE 'B':MAINLINE SHOWN FOR MAJOR CROSSING ONLY, WITHIN PAVING ANDOUTSIDE LIMIT OF WORK LINE FOR CLARITY ONLY. ACTUAL MAINLINELOCATION TO BE WITHIN LANDSCAPE AREA OF A MINIMUM 18" OFFADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.NOTE 'A':EMITTERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FORCLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. EMITTERSSHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'SAUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINGWORK.M.W.E.L.O. NOTEI HAVE COMPLIED WITH THE CRITERIA OF THE CITY OFNEWPORT BEACH'S WATER EFFICIENT LANDSCAPEORDINANCE AND APPLIED THEM ACCORDINGLY FOR THEEFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.MATTHEW JACKSONCA LICENSED LANDSCAPE ARCHITECT #4403 STOPNOPARKING EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at F.O.C.LIMIT OF WORK AT F.O.C.PROPERTY LINEL INE -O F - S IGHT LINE-OF-SIGHT CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.2MATCHLINE - SEE SHEET LI.3MATCHLINE - SEE SHEET LI.1 MATCHLINE - SEE SHEET LI.1 SEE SHEET LI.3 LI.1LI.2LI.3LI.4LI.5LI.6IRRIGATIONPLANNOTE 'D':ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALLSLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETERINSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPESLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12INCHES BEYOND PAVING.CONTROLLER ASSEMBLY LOCATION NOTE:CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE.THE IRRIGATION CONTRACTOR SHALL STAKE OUT THE CONTROLLERLOCATION FOR REVIEW AND APPROVAL BY THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF THIS EQUIPMENT. THEIRRIGATION CONTRACTOR IS RESPONSIBLE FOR ELECTRICALCONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLERAND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCEVALVES TO TERMINAL STRIP. ALL ELECTRICAL WORK SHALL CONFORMTO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS.FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALLBE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNERSHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TOTHE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THEINSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNERDIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.VALVE LOCATION NOTE:ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THISDRAWING ARE APPROXIMATE. THE IRRIGATION CONTRACTOR SHALLSTAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVELOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINALLOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVESAND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'SAUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ELECTRICCONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BYTHE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURETO OBTAIN THE OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVALPRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKEOWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER'S AUTHORIZEDREPRESENTATIVE, ALL VALVES SHALL BE INSTALLED AS SHOWN INSHRUB PLANTING AREAS.NOTE 'C':CONTRACTOR SHALL ADD HEADS OR EMITTERS TO ACHIEVE 100%COVERAGE AND/OR ADJUST HEADS OR EMITTERS AS REQUIRED TOACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO TREE TRUNKS, LIGHT POLES, FIREHYDRANTS, ETC. VERIFY ALL IRRIGATION LAYOUT WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES,DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCINGWORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVEIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTORSHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITECONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK.NOTE 'B':MAINLINE SHOWN FOR MAJOR CROSSING ONLY, WITHIN PAVING ANDOUTSIDE LIMIT OF WORK LINE FOR CLARITY ONLY. ACTUAL MAINLINELOCATION TO BE WITHIN LANDSCAPE AREA OF A MINIMUM 18" OFFADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.NOTE 'A':EMITTERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FORCLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. EMITTERSSHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'SAUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINGWORK.NOTE '2':CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLERTYPE AND SIZE. FINAL LOCATION OF CONTROLLER AND ELECTRICALPOC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO COMMENCING WORK.NOTE '1':POINT OF CONNECTION 'M2' SHALL BE A 11/2" DOMESTIC WATER METER WITHA 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATERPRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POCINFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENTTHAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD,IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OR OWNERS AUTHORIZEDREPRESENTATIVE. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POCINFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUMESHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.STATIC WATER PRESSURE 98 PSIDESIGN WATER PRESSURE XX PSIMAXIMUM SYSTEM DEMAND XX GPMRESIDUAL WATER PRESSURE 0 PSIIrrigation Water Meter Shown In ThisApproximate Location, Refer to CivilEngineer's Plans for Exact Location.REFER TO NOTE "1" ABOVE RIGHTREFER TO NOTE "2" ABOVE RIGHTCONTROLLER LOCATIONP.O.C. LOCATION EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINE LIMIT OF WORK AT TUBULAR STEEL FENCE NOT-A-PARTVILLA COURT (PRIVATE)EXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINE CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.3MATCHLINE - SEE SHEET LI.6MATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LI.2MATCHLINE - SEE SHEET LI.6MATCHLINE - SEE SHEET LI.6 MATCHLINE - SEE LEFTMATCHLINE - SEE SHEET LI.1LI.1LI.2LI.3LI.4LI.5LI.6IRRIGATIONPLANNOTE 'D':ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALLSLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETERINSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPESLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12INCHES BEYOND PAVING.CONTROLLER ASSEMBLY LOCATION NOTE:CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE.THE IRRIGATION CONTRACTOR SHALL STAKE OUT THE CONTROLLERLOCATION FOR REVIEW AND APPROVAL BY THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF THIS EQUIPMENT. THEIRRIGATION CONTRACTOR IS RESPONSIBLE FOR ELECTRICALCONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLERAND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCEVALVES TO TERMINAL STRIP. ALL ELECTRICAL WORK SHALL CONFORMTO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS.FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALLBE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNERSHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TOTHE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THEINSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNERDIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.VALVE LOCATION NOTE:ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THISDRAWING ARE APPROXIMATE. THE IRRIGATION CONTRACTOR SHALLSTAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVELOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINALLOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVESAND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'SAUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ELECTRICCONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BYTHE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURETO OBTAIN THE OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVALPRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKEOWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER'S AUTHORIZEDREPRESENTATIVE, ALL VALVES SHALL BE INSTALLED AS SHOWN INSHRUB PLANTING AREAS.NOTE 'C':CONTRACTOR SHALL ADD HEADS OR EMITTERS TO ACHIEVE 100%COVERAGE AND/OR ADJUST HEADS OR EMITTERS AS REQUIRED TOACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO TREE TRUNKS, LIGHT POLES, FIREHYDRANTS, ETC. VERIFY ALL IRRIGATION LAYOUT WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES,DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCINGWORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVEIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTORSHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITECONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK.NOTE 'B':MAINLINE SHOWN FOR MAJOR CROSSING ONLY, WITHIN PAVING ANDOUTSIDE LIMIT OF WORK LINE FOR CLARITY ONLY. ACTUAL MAINLINELOCATION TO BE WITHIN LANDSCAPE AREA OF A MINIMUM 18" OFFADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.NOTE 'A':EMITTERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FORCLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. EMITTERSSHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'SAUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINGWORK. STOPNOPARKINGRESERVEDEMPLOYEEONLYRESERVEDEMPLOYEEONLYCENTRALPLANTEQUIPMENTLIMIT OF WORKLIMIT OF WORK at F.O.C.LIMIT OF WORK at PROPERTY LINECOUNTRY CLUB DRIVE (PRIVATE ROAD)LINE-OF-SIGHTLINE-OF-SIGHTCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.4IRRIGATIONPLANMATCHLINE - SEE SHEET LI.5 MATCHLINE - SEE SHEET LI.1LI.1LI.2LI.3LI.4LI.5LI.6NOTE 'D':ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALLSLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETERINSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPESLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12INCHES BEYOND PAVING.CONTROLLER ASSEMBLY LOCATION NOTE:CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE.THE IRRIGATION CONTRACTOR SHALL STAKE OUT THE CONTROLLERLOCATION FOR REVIEW AND APPROVAL BY THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF THIS EQUIPMENT. THEIRRIGATION CONTRACTOR IS RESPONSIBLE FOR ELECTRICALCONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLERAND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCEVALVES TO TERMINAL STRIP. ALL ELECTRICAL WORK SHALL CONFORMTO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS.FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALLBE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNERSHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TOTHE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THEINSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNERDIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.VALVE LOCATION NOTE:ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THISDRAWING ARE APPROXIMATE. THE IRRIGATION CONTRACTOR SHALLSTAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVELOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINALLOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVESAND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'SAUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ELECTRICCONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BYTHE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURETO OBTAIN THE OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVALPRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKEOWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER'S AUTHORIZEDREPRESENTATIVE, ALL VALVES SHALL BE INSTALLED AS SHOWN INSHRUB PLANTING AREAS.NOTE 'C':CONTRACTOR SHALL ADD HEADS OR EMITTERS TO ACHIEVE 100%COVERAGE AND/OR ADJUST HEADS OR EMITTERS AS REQUIRED TOACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO TREE TRUNKS, LIGHT POLES, FIREHYDRANTS, ETC. VERIFY ALL IRRIGATION LAYOUT WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES,DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCINGWORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVEIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTORSHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITECONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK.NOTE 'B':MAINLINE SHOWN FOR MAJOR CROSSING ONLY, WITHIN PAVING ANDOUTSIDE LIMIT OF WORK LINE FOR CLARITY ONLY. ACTUAL MAINLINELOCATION TO BE WITHIN LANDSCAPE AREA OF A MINIMUM 18" OFFADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.NOTE 'A':EMITTERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FORCLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. EMITTERSSHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'SAUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINGWORK. STOPONE WAYDO NOT ENTERLIMIT OF WORKPROPERTY LINELIMIT OF WORK AT F.O.C.LIMIT OF WORK AT P RO P E RTY L IN E VILLA COURT (PR IVATE )DO NOT ENTERNOT-A-PARTNOT-A-PARTNOT-A-PARTVILLA COURT (PRIVATE)VILLA COURT (PRIVATE)CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.5MATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LI.6MATCHLINE - SEE LEFTMA TCH L IN E - S E E SH E E T L I . 4 LI.1LI.2LI.3LI.4LI.5LI.6IRRIGATIONPLANNOTE 'D':ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALLSLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETERINSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPESLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12INCHES BEYOND PAVING.CONTROLLER ASSEMBLY LOCATION NOTE:CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE.THE IRRIGATION CONTRACTOR SHALL STAKE OUT THE CONTROLLERLOCATION FOR REVIEW AND APPROVAL BY THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF THIS EQUIPMENT. THEIRRIGATION CONTRACTOR IS RESPONSIBLE FOR ELECTRICALCONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLERAND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCEVALVES TO TERMINAL STRIP. ALL ELECTRICAL WORK SHALL CONFORMTO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS.FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALLBE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNERSHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TOTHE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THEINSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNERDIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.VALVE LOCATION NOTE:ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THISDRAWING ARE APPROXIMATE. THE IRRIGATION CONTRACTOR SHALLSTAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVELOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINALLOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVESAND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'SAUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ELECTRICCONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BYTHE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURETO OBTAIN THE OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVALPRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKEOWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER'S AUTHORIZEDREPRESENTATIVE, ALL VALVES SHALL BE INSTALLED AS SHOWN INSHRUB PLANTING AREAS.NOTE 'C':CONTRACTOR SHALL ADD HEADS OR EMITTERS TO ACHIEVE 100%COVERAGE AND/OR ADJUST HEADS OR EMITTERS AS REQUIRED TOACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO TREE TRUNKS, LIGHT POLES, FIREHYDRANTS, ETC. VERIFY ALL IRRIGATION LAYOUT WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES,DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCINGWORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVEIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTORSHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITECONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK.NOTE 'B':MAINLINE SHOWN FOR MAJOR CROSSING ONLY, WITHIN PAVING ANDOUTSIDE LIMIT OF WORK LINE FOR CLARITY ONLY. ACTUAL MAINLINELOCATION TO BE WITHIN LANDSCAPE AREA OF A MINIMUM 18" OFFADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.NOTE 'A':EMITTERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FORCLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. EMITTERSSHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'SAUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINGWORK.NOTE '2':CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLERTYPE AND SIZE. FINAL LOCATION OF CONTROLLER AND ELECTRICALPOC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO COMMENCING WORK.NOTE '1':POINT OF CONNECTION 'M1' SHALL BE A 1" DOMESTIC WATER METER WITH A1-1/2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATERPRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POCINFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENTTHAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD,IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OR OWNERS AUTHORIZEDREPRESENTATIVE. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POCINFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUMESHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.STATIC WATER PRESSURE 98 PSIDESIGN WATER PRESSURE XX PSIMAXIMUM SYSTEM DEMAND XX GPMRESIDUAL WATER PRESSURE 0 PSIREFER TO NOTE "1" ABOVE RIGHTP.O.C. LOCATIONIrrigation Water Meter Shown In ThisApproximate Location, Refer to CivilEngineer's Plans for Exact Location.REFER TO NOTE "2" ABOVE RIGHTCONTROLLER LOCATION EXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK AT PROPERTY LINE NOT-A-PARTNOT-A-PARTLIMIT OF WORKLIMIT OF WORKVILLA COURT (PRIVATE)CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.6MATCHLINE - SEE SHEET LI.5MATCHLINE - SEE SHEET LI.3MATCHLINE - SEE SHEET LI.3 MATCHLINE - SEE SHEET LI.3 LI.1LI.2LI.3LI.4LI.5LI.6IRRIGATIONPLANNOTE 'A':EMITTERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FORCLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. EMITTERSSHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'SAUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINGWORK.NOTE 'B':MAINLINE SHOWN FOR MAJOR CROSSING ONLY, WITHIN PAVING ANDOUTSIDE LIMIT OF WORK LINE FOR CLARITY ONLY. ACTUAL MAINLINELOCATION TO BE WITHIN LANDSCAPE AREA OF A MINIMUM 18" OFFADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.NOTE 'C':CONTRACTOR SHALL ADD HEADS OR EMITTERS TO ACHIEVE 100%COVERAGE AND/OR ADJUST HEADS OR EMITTERS AS REQUIRED TOACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO TREE TRUNKS, LIGHT POLES, FIREHYDRANTS, ETC. VERIFY ALL IRRIGATION LAYOUT WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES,DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCINGWORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVEIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTORSHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITECONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK.NOTE 'D':ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALLSLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE OR WIRE DIAMETERINSIDE. WIRES SHALL BE INSTALL IN SLEEVE SEPARATE FROM PIPESLEEVE. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12INCHES BEYOND PAVING.CONTROLLER ASSEMBLY LOCATION NOTE:CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE.THE IRRIGATION CONTRACTOR SHALL STAKE OUT THE CONTROLLERLOCATION FOR REVIEW AND APPROVAL BY THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF THIS EQUIPMENT. THEIRRIGATION CONTRACTOR IS RESPONSIBLE FOR ELECTRICALCONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLERAND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCEVALVES TO TERMINAL STRIP. ALL ELECTRICAL WORK SHALL CONFORMTO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS.FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALLBE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNERSHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TOTHE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THEINSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNERDIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.VALVE LOCATION NOTE:ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THISDRAWING ARE APPROXIMATE. THE IRRIGATION CONTRACTOR SHALLSTAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVELOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINALLOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVESAND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER'SAUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ELECTRICCONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BYTHE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURETO OBTAIN THE OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVALPRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKEOWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER.IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER'S AUTHORIZEDREPRESENTATIVE, ALL VALVES SHALL BE INSTALLED AS SHOWN INSHRUB PLANTING AREAS.NOTE 'E':THE FINAL IRRIGATION PLAN FOR THE BUNGALOW WILL BE PREPAREDIF PRECISE GRADING FOR THE BUNGALOW AREA CANNOT BESTARTED WITHIN 6 MONTHS AFTER PRECISE GRADING IS CERTIFIEDAND ACCEPTED. CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.7IRRIGATIONLEGENDDETAILSYMBOLMFR.MODEL NO. / DESCRIPTIONRAIN BIRDXERI-BIRD 8 DRIP MULTI-OUT EMITTER MANIFOLD: MODEL XBD-80 WITH PRS-050-30 PRESSURE REGULATOR STEM. EACH SYMBOL REPRESENTS ONEUNIT PER TREE/PALM, PLACE MANIFOLD UNIT MINIMUM 36" FROM EDGE OF ROOTBALL (I.E. FOR 24" BOX TREE INSTALL MINIMUM 48" FROM TRUNK;FOR 36" BOX TREE INSTALL MINIMUM 54" FROM TRUNK). ADJUST LOCATION PER ROOTBALL SIZE, TYPICAL. SEE 'EMITTER TABLES' BELOW FOR SIZEAND QUANTITY OF EMITTERS PER TREE/PALM IN SUN OR SHADE AND WHEN TREES/PALMS ARE CONNECTED TO SAME IRRIGATION ZONE. QUANTITYOF EMITTERS AND FLOW RATES AS SHOWN ARE EDUCATED ESTIMATES TO BE USED AS A GUIDE ONLY. CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR MONITORING TREES/PALMS AND FOR APPLYING PROPER QUANTITIES OF WATER AS REQUIRED BASED ON THE TYPE AND SIZEOF TREE/PALM, AND ALL ENVIRONMENTAL FACTORS DURING PROJECT INSTALLATION AND SUBSEQUENT MAINTENANCE PERIOD. FOR MOREINFORMATION. PLACE ALL EMISSION POINTS AT 3/4 DISTANCE FROM TRUNK TO EDGE OF ROOTBALL ACROSS FROM EACH OTHER ON OPPOSITESIDES OF TREE/PALM ROOTBALL. REFER TO ADDITIONAL 'DRIP SYSTEM NOTES' ON SHEET LI.8.LI.13/E,F,GSPEARSFLUSH VALVE ASSEMBLY: PROVIDE GRAY 1/2" PVC THREADED BALL VALVE, MODEL 2621-005G, WITH CHAMPION IRRIGATION PRODUCTS (ARROWHEADBRASS) BRASS HOSE-TO-PIPE THREAD INSERT ADAPTER, MODEL #10F, FOR FLUSHING PVC PIPE WITH STANDARD GARDEN HOSE, INSTALL FLUSH VALVEINSIDE 7" ROUND VALVE BOX, ONE AT THE END OF EACH AND EVERY PIPE RUN IN EACH DIRECTION. MULTIPLE FLUSH VALVES MAY BE REQUIRED WITHINA TREE DRIP ZONE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLUSH VALVES REQUIRED. WHEN POSSIBLE INSTALL VALVE 18" FROM PAVING FOREASE OF MAINTENANCE.LI.13/E ;LI.14/D*NOTES:A.ALL MAINLINES AND LATERAL LINES SHALL BE THOROUGHLY FLUSHED CLEAN BEFORE DRIP MANIFOLD ASSEMBLIES AND/OR DRIP TUBING CONNECTIONS ARE MADE. ALL DRIPTUBING LINES SHALL BE FLUSHED CLEAN BEFORE BACKFILLING.B.WHEN DIFFERENT SPECIES OF TREES OR PALMS ARE TIED TO THE SAME ZONE VALVE CONTRACTOR SHALL BE REQUIRED TO MAKE ADJUSTMENTS TO SIZE OF EMITTERS (FORQUANTITY OF WATER PURPOSES) FOR EACH TREE OR PALM IN THE ZONE AS NEEDED TO PROVIDE PROPER AND ADEQUATE AMOUNT OF WATER AS REQUIRED BY EACH SPECIES.CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR INFORMATION REGARDING PROPER AND ADEQUATE AMOUNT OF WATER AS REQUIRED BY EACH SPECIES.EMITTER TABLE (TREE IN SUN)PLANT SIZE# OF EMITTERSEMITTER TABLE (TREE IN SHADE)PLANT SIZE# OF EMITTERS% OF (SUN) GPM3 - 1 GPH75%63%60%36" BOX TREE24" BOX TREE15 GALLON TREE5 - 1 GPH6 - 2 GPH4 - 5 GPH4 - 2 GPH2 - 2 GPH15 GALLON TREE24" BOX TREE36" BOX TREE67%48" BOX TREE4 - 5 GPH6 - 5 GPH48" BOX TREE71%60" BOX TREE6 - 5 GPH6 - 7 GPH60" BOX TREE70%72" BOX TREE6 - 7 GPH6 - 10 GPH72" BOX TREETREE/PALM IRRIGATION-DRIPFLUSH VALVE ASSEMBLY: PROVIDE AUTOMATIC FLUSH VALVE, MODEL TLFV-1, FOR FLUSHING PVC EXHAUST MANIFOLD PIPE. INSTALL FLUSH VALVE INSIDE7" ROUND VALVE BOX, ONE AT THE END OF EACH AND EVERY DRIPLINE TUBING RUN IN EACH DIRECTION. INSTALL ONE FLUSH VALVE WITHIN EACHPLANTER OR PER A MAXIMUM OF 800' OF TUBING MEASURED PER EITHER SIDE OF PVC SUPPLY MANIFOLD(S) FOR EACH ZONE. MULTIPLE FLUSH VALVESMAY BE REQUIRED WITHIN DRIPLINE ZONE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLUSH VALVES REQUIRED, AS PLANS MAY NOT SHOW ALLFLUSH VALVES REQUIRED FOR A PARTICULAR AREA. INSTALL AT LOCATIONS 18" FROM PAVING FOR EASE OF MAINTENANCE.ALL CONNECTIONS BETWEEN 1/2" DRIPLINE TUBING SHALL BE MADE USING RAIN BIRD XFF INSERT FITTINGS AND XF INSERT CROSS FITTING.CONNECTION FITTINGS BETWEEN PVC LATERAL LINES AND DRIPLINE TUBING FOR CENTER FEED SYSTEMS: RAIN BIRD XFD-TFA-075, MDCFEL,MDCFTEE W/ MDCF75FPT, OR XXF-TMA-0F0 WITH 1/2" TT COUPLER.CONNECTION FITTINGS BETWEEN PVC SUPPLY OR EXHAUST HEADER PIPE AND DRIPLINE TUBING: RAIN BIRD XFF-MA-075 / XFF-MA-050 BARB MALEADAPTER AND XFF-EL-050.NETAFIMRAIN BIRDRAIN BIRDSHRUB PLANTING AREAS: LINES SHOWN ARE A DIAGRAMMATIC HATCH PATTERN ONLY.SUB-SURFACE DRIP TUBING WITH CHECK VALVE, MODEL TLHCVXR5-18 W/ .53 GPH EMITTERS, 18" ON CENTER. INSTALL TUBING ROWS MAXIMUM OF16"-18" APART IN SHRUB AREAS. FOR LARGE SLOPES, INSTALL PARALLEL TO SLOPE AT ALL TIMES. CONTRACTOR SHALL DETERMINE ACTUAL ROWSPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOR EACH PLANTER. EACH AND EVERY SHRUB SHALL RECEIVE WATER FROM A MINIMUM OFTWO INLINE EMITTERS. AREAS OF TIGHTLY SPACED GROUNDCOVER WILL REQUIRE CLOSER ROW SPACING. FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPEPLANTINGS, INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUB ROW TO IRRIGATE SHRUBS ON EACH SIDE. ALL TUBING SHALL BE INSTALLED 6"BELOW FINISH SOIL GRADE ANCHORED WITH RAIN BIRD 9" GALVANIZED WIRE STAKES, MODEL TDS-050, INSTALLED FOUR FEET O.C. (JUTE MESH OROTHER STEEL 'U' STAKES SHALL NOT BE USED OR INSTALLED AT ANY TIME). CONTRACTOR SHALL FIELD VERIFY PRIOR TO STARTING WORK ANDBEFORE BACKFILLING THAT FINAL LAYOUT AND SPACING WILL PROVIDE ADEQUATE WATER TO ALL PLANTS. CONTACT NETAFIM REPRESENTATIVE,ALLISTER COONEY, (951) 587-7007 FOR ADDITIONAL INFORMATION.NETAFIMLI.11/B,FLI.11/C,E,F,G,HLI.10/H;LI.11/E,F,G,H;LI.12/B,CLI.11/D,E,F,G,H;LI.12/B,C404040NO SYMBOLPSIDETAILSYMBOLMFR.MODEL NO. / DESCRIPTIONSUBSURFACE SHRUB IRRIGATIONALTERNATE DRIPLINE MANIFOLD SETUP: CONTRACTOR MAY USE RAIN BIRD'S COILED POLY DRIPLINE 'QF' HEADER (18" OR 12" ROW SPACING ASREQUIRED) FOR ALL DRIP ZONE HEADERS AND FOOTERS AS NEEDED. USE 3/4" PRODUCT FOR AREA FLOWS UP TO 5 GPM. FOR 18" SPACING USEMODEL XQF07518100, FOR 12" SPACING USE MODEL XQF07512100. USE 1" PRODUCT FOR AREA FLOWS 6 GPM TO 15 GPM. FOR 18" SPACING USE MODELXQF1018100, FOR 12" SPACING USE MODEL XQF1012100 . NO TIGHT BENDING OF QF DRIPLINE HEADER IS ALLOWED.RECOMMENDED INSERT FITTINGS: SPEARS90 ELL INSERT X INSERT (3/4" 1406-007) / (1" 1406-010); MALE ADAPTER MIPT X INSERT (3/4" 1436-007) / (1" 1436-010); COUPLING INSERT X INSERT (3/4"1429-007) / (1" 1429-010); INSERT ADAPTER INSERT X SOC (3/4" 474-007) / (1" 474-010); INSERT ADAPTER INSERT X SPIGOT (3/4" 460-007) / (1" 460-010) FORUSE WITH PVC SOC FITTINGS; TEE INSERT X INSERT X SOC (3/4" 1404-102) / (1" 1404-010).*NOTE: THE IDEAL STAINLESS STEEL CLAMP (MURRAY OR OETIKER TYPE) IS REQUIRED ON ALL INSERT FITTING CONNECTIONS.LI.12/B,CRAIN BIRDA.FOR ALL AREAS INSTALL PERIMETER TUBING MAXIMUM 9" FROM PERIMETER EDGE FOR GROUNDCOVER AREAS OR AT FIRST LINE OF SHRUBS. INSTALLPARALLEL TO SLOPE AT ALL TIMES. CONTRACTOR SHALL DETERMINE MINIMUM ROW SPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOR EACHPLANTER. EACH AND EVERY SHRUB SHALL RECEIVE WATER FROM A MINIMUM OF TWO INLINE EMITTERS. AREAS OF TIGHTLY SPACED GROUNDCOVER WILLREQUIRE CLOSER ROW SPACING. FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPE PLANTINGS, INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUB ROW TOIRRIGATE SHRUBS ON EITHER SIDE. DUE TO SOIL STRATA DIFFERENCES AND POSSIBLE COMPACTION CONTRACTOR SHALL FIELD VERIFY PRIOR TOSTARTING WORK AND BEFORE BACKFILLING THAT THE FINAL LAYOUT AND ROW SPACING WILL PROVIDE ADEQUATE WATER TO ALL PLANTS.B.CONTRACTOR SHALL ALWAYS FOLLOW AND ROUTE, PARALLEL TO GRADE, ANY INLINE DRIP TUBING LAYOUT. ALWAYS LAY DRIPLINES PERPENDICULAR TOSLOPE. DO NOT FOLLOW DIRECTIONAL LAYOUT AS SHOWN IN THE PLANS. HATCH PATTERNS SHOWN IN PLAN'S DRIP AREAS ARE DIAGRAMMATICAL ONLY.C.FOR ALL INLINE DRIP TUBING AREAS ON SLOPE THE CONTRACTOR SHALL BE HELD ACCOUNTABLE FOR CREATING A TRIANGULAR WETTING PATTERNACROSS ANY SLOPE. OFFSET THE EMITTERS BY HALF THE EMITTER SPACING WHEN INSTALLING TUBING TO CREATE A TRIANGULAR WETTING PATTERNACROSS THE SLOPE. DO NOT INSTALL TUBING WHERE THE EMITTERS ARE DIRECTLY IN LINE (PERPENDICULAR) WITH EACH OTHER.PVC PIPE, SCH 40, 3/4" - 2", AS LATERAL LINES. 12" BELOW GRADE. SEE PLAN FOR SIZESLI.10/GPVC PIPE, SCH 40, SIZE AS REQUIRED, FOR RCV/QCV MANIFOLDS, 18" BELOW GRADE. MANIFOLDS AND PIPE ARE NOT SHOWN ON PLAN FOR CLARITY.MANIFOLD PIPE SIZE SHALL BE SAME AS LARGEST LATERAL SIZE IN MANIFOLD. USE 1-1/4" FOR QCV MANIFOLD.LI.10/GPIPE AND WIRE SLEEVES, PVC PIPE, SCH 40, MINIMUM TWICE THE DIAMETER OF PIPE AND WIRE CARRIED, MINIMUM 1-1/2" FOR WIRE. PLACE BELOW ALL PAVING,HARDSCAPE, ETC, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. REFER TO NOTE #23 ON SHEET LI.8 FOR ADDITIONAL INFORMATION.LI.10/GAS APRVDAS APRVDPVC PIPE, SCH 40, AS MAINLINES, 24" BELOW GRADE. REFER TO PLAN FOR SIZELI.10/GAS APRVDNO SYMBOLAS APRVDPVC PIPE, SCH 40, AS DRIP MANIFOLD PIPE (HEADERS/FOOTERS), MINIMUM SIZES FOR SUB-SURFACE DRIP ZONES:USE 3/4" PIPE:FOR INDIVIDUAL, OR CONNECTED PLANTERS WITHIN A ZONE, WITH A TOTAL OF 460' OR LESS TOTAL LIN. FT. TUBINGUSE 1" PIPE:FOR INDIVIDUAL, OR CONNECTED PLANTERS WITHIN A ZONE, WITH 461'-1050' TOTAL LIN. FT. TUBINGUSE 1-1/4" PIPE:FOR INDIVIDUAL, OR CONNECTED PLANTERS WITHIN A ZONE, WITH 1051'-2250' TOTAL LIN. FT. TUBINGUSE 1-1/2" PIPE:FOR INDIVIDUAL, OR CONNECTED PLANTERS WITHIN A ZONE, WITH 2251'-3750' TOTAL LIN. FT. TUBINGLI.10/G;LI.11/E,F,G,HAS APRVDPVC PIPE, SCH 40, 1/2" - 1-1/2", (THICK LINE) AS LATERAL LINES FOR TREE ZONES. 12" BELOW GRADE. SEE PLAN FOR SIZESLI.10/GAS APRVDHDHDHDMAINLINE ISOLATION VALVE: MODEL VXX101N-SC. PVC SLO-CLOSE FULL BLOCK TRUE UNION 'SOCKET' BALL VALVE WITH EPDM O-RINGS. VALVE TOMATCH MAINLINE SIZE.LASCOQUICK COUPLER VALVE: MODEL 33RC. CONTRACTOR SHALL SUPPLY 3 QC KEYS, MODEL 33DK WITH ARROWHEAD BRASS (CHAMPION) UPWARD 3/4"x 3/4"BENT-NOSE HOSE BIB, MODEL 975, ATTACHED. CONTRACTOR SHALL TURN OVER KEYS TO OWNER'S REPRESENTATIVE AT COMPLETION OFMAINTENANCE PERIOD.RAIN BIRDLI.10/DLI.10/E,F1" DRIP ZONE ASSEMBLY FOR FLOWS 1-20 GPM: HUNTER RCV, MODEL ICV-101G ,WITH NETAFIM 1" DISC FILTER, MODEL DF100-140 (WITH 140 MESH DISCRINGS), AND 1" 40 PSI PRESSURE REGULATOR, MODEL WRPR1-40. INSTALL SPEARS 1" GRAY THREADED (Fipt) BALL VALVE, MODEL 2621-010G ONUPSTREAM SIDE OF VALVE FOR ISOLATION.1-1/2" DRIP ZONE ASSEMBLY FOR FLOWS 21-35 GPM: HUNTER RCV, MODEL ICV-151G ,WITH NETAFIM 1-1/2" DISC FILTER, MODEL DF150-140 (WITH 140MESH DISC RINGS), AND 1-1/2" 45 PSI PRESSURE REGULATOR, MODEL PRV15045V2K. INSTALL SPEARS 1-1/2" GRAY THREADED (Fipt) BALL VALVE, MODEL2621-015G ON UPSTREAM SIDE OF VALVE FOR ISOLATION.HUNTER/NETAFIMLI.10/F;LI.14/ALI.10/F;LI.14/ACONNECTION TO 1" POTABLE WATER METER. CONTRACTOR SHALL SUPPLY ALL HARDWARE AND FITTINGS REQUIRED TO CONNECT IRRIGATION MAINLINE TOMETER. CONTRACTOR SHALL VERIFY METER LOCATION, SIZE, SERVICE LINE SIZE, AND STATIC WATER PRESSURE BEFORE COMMENCING WORK.P.O.C.N/A1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY: MODEL 825YA, INSTALL WITH WYE STRAINER #650A. INSTALL CENTERED ON A 30"X36"X4"POURED-IN-PLACE CONCRETE PAD. UNIT TO BE INSTALLED WITHIN V.I.T. STAINLESS STEEL ENCLOSURE. CONTRACTOR SHALL DETERMINE EXACTLOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. SEE PRESSURE CALCULATION.FEBCOLI.10/ABACKFLOW ASSEMBLY ENCLOSURE: MODEL SBBC-22SS. INSTALL ON CONCRETE PAD WITH BF ASSEMBLY CENTERED. CONCRETE PAD TO EXTEND6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. REFER TO MANUFACTURER'S INSTALLATION DETAIL AND SPECIFICATIONS FOR ADDITIONALINSTALLATION INFORMATION.V.I.T.LI.10/A1" MASTER CONTROL VALVE: NORMALLY CLOSED, MODEL 3000, AS PART OF CONTROLLER ASSEMBLY. INSTALL PER MANUFACTURERSSPECIFICATIONS.SITE ONELI.10/C1" BRASS FLOW SENSOR, AS PART OF CONTROLLER ASSEMBLY. INSTALL AND WIRE TO CONTROLLER PER MANUFACTURER'S SPECIFICATIONS.CONTACT RYAN GRIFFIN, SITE ONE GREEN TECH, (949) 836-7940 FOR ADDITIONAL INFORMATION.SITE ONELI.10/BMANIFOLD ISOLATION VALVE: SLO-CLOSE FULL BLOCK TRUE UNION 'SOCKET' PVC BALL VALVE WITH EPDM O-RINGS, MODEL VXX101N-SC.CONTRACTOR SHALL INSTALL ALL RCV'S/QCV'S ON MANIFOLDS. VALVE TO MATCH MANIFOLD SIZE. VALVE MANIFOLDS WITH ISOLATION VALVE ARENOT SHOWN ON PLANS FOR CLARITY. CONTRACTOR SHALL INSTALL MANIFOLDS PER DETAIL.LASCOLI.10/D,FNO SYMBOLNO SYMBOLPVC FITTINGS/NIPPLES: 1.) REQUIRED FOR ALL SOLVENT WELD MAINLINE FITTINGS 2 INCH (2") TO THREE INCH (3"), USE SPEARS PVC CL 315 BLUE 'EVERTUFF'FITTINGS, MODEL 4XX-XXXT, OR SCH 80 FITTINGS.2.) REQUIRED FOR ALL SOLVENT WELD MAINLINE FITTINGS 4 INCH (4") AND LARGER, USE SPEARS PVC CL 315 BLUE 'EVERTUFF' FITTINGS, MODEL 4XX-XXXT ONLY.3.) REQUIRED FOR ALL FITTINGS WITH A THREADED MALE AND/OR FEMALE COMPONENT 1 INCH (1") OR LARGER, USE SPEARS PVC CL 315 BLUE 'EVERTUFF' TYPEOR SCH 80 FITTINGS. FEMALE FITTINGS REQUIRE STAINLESS STEEL REINFORCED COLLAR.4.) FOR ALL THREADED PLASTIC NIPPLES USE SCH 80 PVC.SPECIFICATION GRADE IRRIGATION VALVE BOXES FOR IRRIGATION EQUIPMENT: MODELS VB-SPR, VB-STD, VB-JMB, VB-10RND, SEB-7XB(DRIP). WITH BLACKLIDS IN SHRUB AREAS.WIRE SPLICE CONNECTOR, MODEL DBR/Y-6 FOR RCV CONNECTIONS AND SPLICES.3MRAIN BIRDSPEARSCONTROL WIRE; #14 GAUGE, MODEL P7071D-REV10. REFER TO NOTE #23 ON SHEET LI.8 FOR ADDITIONAL INFORMATION.PAIGEELECTRICALL REMOTE CONTROL VALVES SHALL BE OUTFITTED WITH A YELLOW ID TAG INDICATING THE CONTROLLER AND VALVE NUMBER.CHRISTY'SNO SYMBOLNO SYMBOLNO SYMBOLNO SYMBOLNO SYMBOL3" WIDE BLUE METALLIC DETECTABLE MARKER TAPE, MODEL TA-DT-3-BI. TAPE SHALL BE INSTALLED 12" ABOVE ALL IRRIGATION MAINLINES AND SLEEVES.CHRISTY'SNO SYMBOLCONTRACTOR SHALL COORDINATE ALL CONDUITS, SLEEVES, AND WIRE ROUTING WITH GENERAL CONTRACTOR AND ANY AFFECTED ON-SITE TRADES ASREQUIRED THROUGHOUT PROJECT.N/ANO SYMBOLN/ALI.13/CLI.12/ALI.10/G;LI.12/ALI.14/A,CN/ALI.10/G117 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN. CONTRACTOR SHALL COORDINATE AND VERIFY CONTROLLER PEDESTAL LOCATION IN FIELDWITH ELECTRICIAN. ELECTRICIAN SHALL ROUTE AND INSTALL ALL CONDUIT AND CONDUCTORS TO WITHIN THE CONTROLLER PEDESTAL LOCATION.IRRIGATION CONTRACTOR SHALL CONNECT IRRIGATION CONTROLLER TO ELECTRICAL STUB-OUT. CONTROLLER CIRCUIT SHALL BE SUPPLIED FROM ADEDICATED BREAKER FROM THE POWER SOURCE.BYOTHERSCONTROLLER GROUNDING: CONTRACTOR SHALL GROUND CONTROLLER PER MANUFACTURER'S SPECIFICATIONS, BUT NOT LESS THAN PER LOCAL ANDNATIONAL ELECTRICAL CODE. CONTROLLER GROUNDING EQUIPMENT AS PART OF CONTROLLER ASSEMBLY PACKAGE. GROUND WIRE/ROD CONNECTIONSHALL BE BY CADWELD PROCESS ONLY, CLAMPS ARE NOT AN ACCEPTABLE SUBSTITUTE. MAXIMUM RESISTANCE SHALL BE NO MORE THAN 10 OHMS.CONTRACTOR SHALL PROVIDE PROOF OF MEASURED RESISTANCE TO OWNER'S AUTHORIZED REPRESENTATIVE BEFORE MAINTENANCE PERIOD BEGINSAND INCLUDE DOCUMENT WITHIN SUBMITTED OPERATIONS AND MAINTENANCE MANUAL.AS APRVD20 STATION RAIN BIRD ESPLXMEF PEDESTAL CONTROLLER, MODEL.CA22-RB05-20/IQNCC-3G/WRS-RB/GTFSV-100B+100/PED-18SS/EMP-18/GRP-K. WITHFLOW SMART MODULE, CELLULAR MODEM WITH 1-YR CELLULAR PLAN FOR IQ OPERATION. ASSEMBLY WITH WIRELESS RAIN SENSOR, 1" RAIN BIRDBRASS FLOW SENSOR, 1" MASTER VALVE. CONTROLLER SHALL BE WALL MOUNTED WITHIN A 16 INCH STAINLESS STEEL WALL MOUNT ENCLOSURE WITH12 INCH EXTENSION ON A V.I.T. 'QUICKPAD' BASE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROLLER SET UP REQUIREMENTS TO OPERATETHE IQ CENTRAL CONTROL DATA TRANSFER USING CELLULAR PHONE SERVICE. CONTRACTOR SHALL ASSIST OWNER WITH THE RAIN BIRDDOWNLOADABLE IQ SOFTWARE APP. CONTROLLER SHALL BE MOUNTED WITHIN STAINLESS STEEL WALL MOUNT ENCLOSURE. CONTRACTOR SHALLVERIFY EXACT CONTROLLER LOCATION WITH OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. VERIFY ROUTING OF ELECTRICALCONDUCTORS WITHIN CONDUIT TO THE CONTROLLER LOCATION WITH THE ELECTRICAL CONTRACTOR. CONTACT RYAN GRIFFIN, SITE ONE GREEN TECH,(949) 836-7940 FOR ORDERING AND INFORMATION.SITE ONEN/ALI.13/ANO SYMBOLV.I.T.12" RISER PEDESTAL EXTENSION, MODEL PED-18SS, AS PART OF CONTROLLER ASSEMBLY PACKAGE.SITE ONELI.13/BNO SYMBOLV.I.T.'QUICK-PAD' CONTROLLER PEDESTAL MOUNTING PAD, MODEL EMP-18, AS PART OF CONTROLLER ASSEMBLY PACKAGE.SITE ONELI.13/BNO SYMBOLRAIN BIRD WIRELESS RAIN SENSOR, MODEL WR2-RS, AS PART OF CONTROLLER ASSEMBLY PACKAGE. INSTALL PER MANUFACTURER'S SPECIFICATION.INSTALL ON BUILDING EVE/ROOF, WALL, OR POST. CONTRACTOR SHALL CONFIRM EXACT LOCATION AND MOUNTING PROCEDURES WITH OWNER'SAUTHORIZED REPRESENTATIVE BEFORE INSTALLING SENSOR. INSTALL SENSOR IN OPEN LOCATION WITH 360 DEGREE VIEW OF SKY WITHOUTINTERFERENCE OR INFLUENCE FROM BUILDINGS, TREES, OR OTHER OBSTRUCTIONS SO AS TO NEGATIVELY IMPACT RAINFALL ON THE UNIT, AND WITHEASY ACCESS FOR MAINTENANCE. INSTALL CONTROLLER INTERFACE WITHIN CABINET OR PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTORSHALL BE FULLY RESPONSIBLE FOR SIGNAL AND PROPER OPERATION BETWEEN CONTROLLER AND SENSOR UNIT.SITE ONELI.13/BCONTRACTOR SHALL COORDINATE ALL CONDUITS, SLEEVES, AND CABLE ROUTING WITH GENERAL CONTRACTOR AND ANY AFFECTED ON-SITE TRADESAS REQUIRED THROUGHOUT PROJECT.NO SYMBOLN/AELGROUNDING EQUIPMENT: 5/8"x8' U.L. LISTED GROUND ROD, 1/32"x4"x96" AND/OR 1/32"x18"x24" U.L. LISTED GROUND PLATES, CADWELD 'ONE-SHOT'CONNECTION SYSTEM, #06 AWG COPPER BARE WIRE, GROUND ENHANCEMENT EARTH CONTACT BACKFILL MATERIALSITE ONENO SYMBOLLI.13/AN/ALI.13/BRSIRRIGATION CONTROLLER AND RELATED EQUIPMENTIRRIGATION UTILITIESIRRIGATION PIPE/SLEEVEIRRIGATION MISCELLANEOUSLI.11/C,E,F,G,HLATERAL PIPE CONNECTION TO DRIP HEADER/FOOTER MANIFOLD PIPE. CONTRACTOR TO PROVIDE NECESSARY FITTINGS AS REQUIRED.N/AN/AHD40PSIAVIRRIGATION FERTIGATION ASSEMBLYAUTOMATIC FERTILIZER INJECTOR SYSTEM, MODEL EZ-010-FX (10 GALLON CAPACITY)...INSTALL PER MANUFACTURERS RECOMMENDATIONS WITH EZFLOW MAINLINE CONNECTOR FITTING, MODEL CBV-X00 REQUIRED FOR CONNECTION TO MAINLINE WITHIN A SUPER JUMBO VALVE BOX, MODELVB-SPR-H WITH LID.CONTACT EZ FLO MANUFACTURER'S REPRESENTATIVE, STEVE KIM, GENTILE & ASSOCIATES, (760) 214-5734 FOR SALES, INSTALLATION, ANDCALIBRATION INFORMATION. CONTRACTOR SHALL CALIBRATE UNIT TO PROVIDE OPTIMAL FERTILIZATION BASED ON WATERING FREQUENCY. FORFUTURE MAINTENANCE INCLUDING DESIRED FILL FREQUENCY, THE PREFERRED SETTING SHALL BE 8000:1 RATIO. CONTRACTOR SHALL BERESPONSIBLE FOR THE PROPER SOLUBLE FERTILIZER N-P-K RATIO TO BE USED FOR TURFGRASS AND SHRUBS BASED ON INFORMATION GIVEN FROMTHE EZ FLO REPRESENTATIVE.EZO FLOLI.12/D,E40PSICONTINUOUS ACTING COMBINATION 1" AIR VENT, MODEL 65ARIB1-0150. INSTALL AT APPROXIMATE LOCATIONS AS SHOWN ON PLANS AND ON MAINLINEAT HIGH POINTS OF SYSTEM PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FITTINGS AND HARDWARE TOCONNECT VALVE TO IRRIGATION MAINLINE. INSTALL WITHIN STACKING STANDARD VALVE BOXES, MODEL VB-STD. INSTALL NIBCO BALL VALVE, MODELT-585-70-66-ST, WITH STAINLESS STEEL STEM / NUT / BALL / HANDLE, FOR SHUTOFF FROM MAINLINE.NETAFIMLI.11/AHUNTER/NETAFIMCOMMON WIRE; #14 GAUGE, MODEL P7071D-REV10. REFER TO NOTE #23 ON SHEET LI.8 FOR ADDITIONAL INFORMATION.IRRIGATION VALVE IDENTIFICATIONVALVE STATION / NUMBERG.P.M.DRIPLINE- APPROX. SQ. FT.FOR ZONEVALVE SIZEHDM.W.E.L.O. NOTEI HAVE COMPLIED WITH THE CRITERIA OF THE CITY OF NEWPORT BEACH'S WATER EFFICIENT LANDSCAPE ORDINANCEAND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.MATTHEW JACKSONCA LICENSED LANDSCAPE ARCHITECT #4403 CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.8IRRIGATIONNOTESGENERAL IRRIGATION NOTESDESIGN CRITERIA:1.THE IRRIGATION DESIGN IS BASED ON THE EQUIPMENT MANUFACTURERS, MODELS, AND SPECIFICATIONS AS SHOWN IN THE PLAN, LEGEND, DETAILS,AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR CHOOSES TO USE AN ALTERNATE PRODUCT, THE PRODUCT MUST MEET THE SAME DESIGNPARAMETERS (PRECIPITATION RATES, FLOW CHARACTERISTICS, PRESSURE LOSS CHARACTERISTICS, OPTIMAL OPERATING PRESSURE REQUIREMENTS,PROGRAMMING PROTOCOL, ETC.) AND CONTRACTOR WILL BE RESPONSIBLE FOR ALL ASSOCIATED CHANGES AND DESIGN REQUIREMENTS (REDESIGN,PLAN CHECK, LAYOUT, CONSTRUCTION ADMINISTRATION, ETC.) AND SHALL TAKE ON ALL LIABILITY FOR THE DESIGN AND IMPLEMENTATION OF THEDESIGN.2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROCURE AN ORIGINAL SET OF THESE PRINTED IRRIGATION PLANS FOR BIDDING ANDCONSTRUCTION.3.XEROX COPIES OF THESE PLANS ARE NOT ALLOWED FOR BIDDING AND CONSTRUCTION AS THEY MAY NOT SHOW IRRIGATION SYMBOLS, LINE WEIGHTS,OR LINE TYPES CLEARLY.4.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBYINCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.5.THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, PROPERTY LINES, DIMENSIONS AND THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES ANDSERVICES 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. CONTRACTORSHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK.6.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.7.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.8.THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTINGAREAS.9.THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SYMBOL SIZES ARE SHOWN FOR DESIGN CLARITY ONLY. CONTRACTOR SHALL MEASURE ALLDISTANCES AND SPACING FROM CENTER OF SYMBOLS ON THE PLAN AND TRANSFER THOSE DISTANCES TO THE FIELD USING A PROPER MEASURINGDEVICE SUCH AS A MEASURE TAPE OR WHEEL.10.THE CONTRACTOR UNDERSTANDS IT IS THE INTENT OF THESE DRAWINGS TO IRRIGATE ALL NEW PLANT MATERIAL, AND EXISTING PLANT MATERIAL ASREQUIRED, UNLESS SPECIFICALLY NOTATED IN THE DRAWINGS THAT A PLANT MATERIAL IS A NON-IRRIGATED TYPE. WHEN PLANT MATERIAL IS SHOWNIN THESE DRAWINGS TO NOT HAVE IRRIGATION SUBSCRIBED TO IT, THE CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVEAND/OR THE LANDSCAPE ARCHITECT THROUGH THE PROJECT 'REQUEST FOR INFORMATION' (R.F.I.) PROCESS FOR CLARIFICATION AND FURTHERDIRECTION. IT IS THE INTENT OF THESE DRAWINGS THAT ALL NEW PLANT MATERIAL RECEIVE A MINIMUM OF 100% IRRIGATION COVERAGE FROM TWOADJACENT SPRINKLERS WHEN OVERHEAD SYSTEMS ARE USED, AND AT LEAST ONE OR MORE EMITTER POINTS PER PLANT, AS DIRECTED IN THE DRIPEMITTER LEGEND, WHEN IRRIGATION DRIP SYSTEMS ARE USED. IF THE CONTRACTOR FAILS TO NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVEAND/OR THE LANDSCAPE ARCHITECT OF A DISCREPANCY THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IRRIGATION TO THE PLANT MATERIAL.IRRIGATION SHALL BE OF THE SAME TYPE AS THE SURROUNDING AREA. ULTIMATELY, IT IS RESPONSIBILITY OF THE CONTRACTOR TO PROVIDEIRRIGATION TO EVERY PLANT THAT IS INSTALLED UNDER HIS SUPERVISION.EQUIPMENT / P.O.C. NOTES:11.VERIFY THE ACTUAL LOCATION AND SIZE OF WATER METER AND BOTH STATIC AND DYNAMIC WATER PRESSURE IN THE FIELD PRIOR TO STARTINGWORK. IF ANY OF THE P.O.C INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL P.O.C. INFORMATION GATHEREDIN THE FIELD, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FIELD VERIFY THE P.O.C. INFORMATION AND NOTIFYTHE ABOVE, ANY ADDITIONAL COSTS INCURRED BY CHANGES REQUIRED TO BE MADE TO THE IRRIGATION SYSTEM BECAUSE OF LOW OR HIGHPRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.12.P.O.C. EQUIPMENT LAYOUT INCLUDING, BUT NOT LIMITED TO, IRRIGATION WATER METER, ELECTRICAL STUB-OUT, BACKFLOW ASSEMBLY, MASTERVALVE, FLOW SENSOR, AND FERTILIZER INJECTOR IS DIAGRAMMATIC DUE TO THE SCALE OF THE DRAWING. LOCATIONS MAY BE SHOWN WITHIN PAVINGAND/OR ORIENTED IN A CERTAIN DIRECTION FOR CLARITY ONLY. PLAN DOES NOT ACCOUNT FOR EQUIPMENT BY OTHERS WITHIN VICINITY OF P.O.C.CONTRACTOR SHALL VERIFY SPECIFIC LAYOUT ORIENTATION AND ACTUAL EQUIPMENT LOCATIONS WITH OWNER'S AUTHORIZED REPRESENTATIVEPRIOR TO INSTALLATION OF EQUIPMENT.13.ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTION DEVICE AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THEFIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONTACT REPRESENTATIVE BEFORE COMMENCING WORK.14.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT WHERE SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT CONDITIONSEXIST, WHICH ARE NOT INDICATED ON THE PLANS. SUCH CONDITIONS MAY HAVE BEEN UNKNOWN AND NOT EVIDENT AT THE TIME THESE PLANS WEREPREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO COMMENCING WORK. SHOULD THE CONTRACTOR FAIL TO NOTIFY THE ABOVE, ANY ADDITIONAL COSTS INCURRED BYREQUIRED CHANGES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELDCHANGES DEEMED NECESSARY BY THE OWNER.15.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.CONTROLLER / WIRE NOTES:16.CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLER TYPE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL P.O.C. SHALL BECONFIRMED WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.17.CONTRACTOR SHALL COORDINATE AND VERIFY CONTROLLER PEDESTAL LOCATION IN FIELD WITH ELECTRICIAN FOR CONTROLLER POWER CIRCUITROUTING.18.CONNECTION OF IRRIGATION CONTROLLER TO THE PROVIDED ELECTRICAL STUB-OUT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTORAND INSTALLATION THEREOF SHALL BE PER LOCAL CODE REQUIREMENTS. CONTRACTOR MAY CHOOSE, IF SO DESIRED, TO SUB THIS WORK TO THEELECTRICAL CONTRACTOR.19.CONTROLLER POWER SOURCE SHALL BE SUPPLIED FROM A 'CONTROLLER DEDICATED' CIRCUIT BREAKER.20.ALL CONTROL WIRE UNDER PAVED AREAS SHALL BE INSTALLED WITHIN A SLEEVE, SEE LEGEND FOR TYPE. MINIMUM SIZE: 1-1/2 INCH- FOR UP TO 15WIRES; 2 INCH- FOR 16-20 WIRES; 3 INCH- FOR 21-55 WIRES. FOR SLEEVE RUNS LONGER THAN 40 FEET REDUCE WIRE COUNT PER SLEEVE SIZE BY 25%.21.CONTRACTOR SHALL ROUTE TWO ADDITIONAL 'CONTROL' WIRES AND ONE ADDITIONAL 'COMMON' WIRE ALONG ENTIRE MAINLINE ROUTE AND ALONGEACH AND EVERY LEG OF MAINLINE ROUTE. ROUTE WIRES INTO EACH AND EVERY RCV VALVE BOX. WHERE VALVE BOXES ARE GROUPED INTO AMANIFOLD, ROUTE WIRES INTO FIRST VALVE BOX ON MANIFOLD ONLY. SPARE 'CONTROL' WIRES SHALL BE OF A DIFFERENT COLOR THAN THOSE USEDON THE PROJECT. 'COMMON' WIRE SHALL BE OF A DIFFERENT COLOR THAN THAT USED ON THE PROJECT, OR WHITE WITH A STRIPE.22.CONTRACTOR SHALL INSTALL HYDROMETER CABLE / FLOW SENSOR WIRE WITHIN A SEPARATE 1" SCH 40 PVC ELECTRICAL CONDUIT.SYSTEM GROUNDING NOTES:23.CONTRACTOR SHALL BE RESPONSIBLE FOR GROUNDING CONTROLLER PER MANUFACTURERS REQUIREMENTS. CONTRACTOR SHOULD CONTACTCONTROLLER MANUFACTURER FOR GROUNDING INSTALLATION INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ANDWORK WITH THE ELECTRICAL CONTRACTOR SO AS TO PROVIDE ADEQUATE GROUNDING AS DETERMINED BY CONTROLLER MANUFACTURER.24.CONTRACTOR SHALL USE U.L. APPROVED GROUND ROD AND GROUND PLATE WITH CADWELD 'ONE-SHOT' CONNECTION PROCESS FOR CONNECTING THE#6 AWG GROUND WIRE FROM THE CONTROLLER GROUND LUG TO THE ROD. MAXIMUM GROUND RESISTANCE SHALL BE PER CONTROLLERMANUFACTURERS SPECIFICATIONS, BUT NOT GREATER THAN 10 OHMS. CONTACT VINCE NOLLETTI, PAIGE ELECTRIC, FRESNO, CA (559) 431-2574 FORADDITIONAL CONTROLLER GROUNDING INSTALLATION INFORMATIONRCV / QCV NOTES:25.REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUTEACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVEPRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BEDETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF REMOTE CONTROL VALVES AND ISOLATION VALVELOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TOTHE PROJECT. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE PROJECT DIRECTEDREVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL VALVES SHALL BE INSTALLEDWITHIN THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS.26.RCV SYMBOL LOCATIONS ARE SHOWN DIAGRAMMATICALLY FOR CLARITY ONLY. TO CONCEAL VALVE BOX LOCATIONS INSTALL EQUIPMENT AWAY FROMBUILDING ENTRANCES AND OTHER AREAS AS DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM LOCATIONSWITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.27.ALL RCV'S AND QCV'S SHALL BE INSTALLED ON A SUB-MAIN MANIFOLD AS SHOWN IN DETAIL 'LI.10/F'. RCV AND QCV SYMBOLS ARE SHOWNDIAGRAMMATICALLY ON TOP OF MAINLINE FOR CLARITY ONLY. PLAN DOES NOT SHOW THE MANIFOLD FOR CLARITY PURPOSES.28.ALL QUICK COUPLER VALVES SHALL TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES SHALL BEINSTALLED AS SHOWN IN THE INSTALLATION DETAILS. INSTALL QUICK COUPLERS WITHIN 18 INCHES OF HARDSCAPE. CONTRACTOR SHALL TEE OFF OFMAINLINE WITH 1-1/4 INCH MAINLINE PIPE WHERE APPLICABLE TO LOCATE QUICK COUPLER VALVE WITHIN ADJACENT SHRUB OR GROUNDCOVER AREASAND/OR 18 INCHES FROM HARDSCAPE.PIPE / SLEEVE NOTES:29.MAINLINE LAYOUT IS DIAGRAMMATIC DUE TO THE SCALE OF THE DRAWINGS. ROUTING MAY BE SHOWN WITHIN BUILDINGS AND/OR PAVING FOR CLARITYONLY, ACTUAL MAINLINE LOCATION TO BE WITHIN PLANTER A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CONTRACTORSHALL ADJUST MAINLINE ROUTING TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO TREES, LIGHTPOLES, BOLLARDS, FIRE HYDRANTS, DRINKING FOUNTAINS, CONCRETE FOOTINGS, ETC.30.MAINLINE AND/OR LATERAL PIPE ROUTING SHOWN OUTSIDE PROPERTY LINE AND/OR L.O.W. IS DIAGRAMMATIC AND FOR CLARITY ONLY, CONTRACTORSHALL ROUTE MAINLINE WITHIN PROPERTY LINE AND/OR L.O.W.31.ALL PIPE MATERIAL AND INSTALLATION LABOR REQUIRED FOR MAINLINE OR LATERAL LINE ADJUSTMENTS DUE TO ACCOMMODATIONS IN THE FIELDSHALL BE INCLUDED WITHIN CONTRACTED PRICE AND MAY NOT BE SUBMITTED AS A CHANGE ORDER TO THE ORIGINAL BID.32.NO PVC PIPE MAINLINES SHALL BE ROUTED OR ALLOWED CLOSER THAN 12 FEET FROM ANY TREE TRUNK AT ANY TIME. PIPE ROUTING AS SHOWN ONPLANS IS FOR DIAGRAMMATIC PURPOSES ONLY. WHEN PIPE MUST BE ROUTED CLOSER THAN 12 FEET BECAUSE OF HARDSCAPE CONSTRAINTS OROTHER OBSTACLES CONTRACTOR SHALL INSTALL MAINLINE PIPE WITHIN SLEEVE WHERE PIPE IS WITHIN 12 FEET OF THE TRUNK AND SO INDICATE THEPIPE ROUTING AND SLEEVE LOCATIONS ON THE AS-BUILT DRAWINGS.33.SLEEVES AND THEIR LOCATIONS ARE DIAGRAMMATICALLY SHOWN FOR CLARITY ONLY. ALL IRRIGATION SLEEVES MAY NOT BE SHOWN FOR CLARITYPURPOSES. CONTRACTOR SHALL INSTALL SLEEVES BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY THE OWNER'S AUTHORIZEDREPRESENTATIVE. ALL PIPE UNDER PAVED AREAS SHALL BE INSTALLED IN A SLEEVE, AT MINIMUM TWICE THE DIAMETER OF THE PIPE CARRIED. SEELEGEND FOR TYPE. ALL SLEEVES TO BE INSTALLED A MINIMUM DEPTH AS SHOWN ON THE PIPE/SLEEVING DETAIL. SLEEVES TO EXTEND AT LEAST 12"PAST THE EDGE OF THE PAVING.34.ALL SLEEVE ENDS MUST BE SEALED WITH FOAM SEALANT INSIDE PIPE TO MINIMIZE DEBRIS INTRUSION.35.LATERAL LINES MAY BE SHOWN WITHIN BUILDINGS AND/OR PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.36.ALL CONVENTIONAL CONTROL WIRE UNDER HARDSCAPE AND/OR PAVED AREAS SHALL BE INSTALLED WITHIN A SLEEVE OR CONDUIT, SEE LEGEND FORTYPE. MINIMUM SIZE: 1-1/2 INCH- FOR UP TO 15 WIRES (#14 GAUGE); 2 INCH- FOR 16-20 WIRES (#14 GAUGE); 3 INCH- FOR 21-55 WIRES (#14 GAUGE). FORSLEEVE RUNS LONGER THAN 40 FEET REDUCE WIRE COUNT PER SLEEVE SIZE BY 25%. ALL SLEEVES TO BE INSTALLED A MINIMUM DEPTH AS SHOWN ONTHE PIPE/SLEEVING DETAIL. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.DRIP/LOW VOLUME SYSTEMS- GENERAL NOTES:37.ALL MAINLINES AND LATERAL LINES SHALL BE THOROUGHLY FLUSHED CLEAN BEFORE DRIP MANIFOLD ASSEMBLIES AND/OR DRIP TUBING CONNECTIONSARE MADE. ALL DRIP TUBING LINES SHALL BE FLUSHED CLEAN BEFORE BACKFILLING.38.ALL LATERAL LINES FOR DRIP ZONES SHALL BE PVC SCH 40 PIPE.DRIP/LOW VOLUME SYSTEMS- DRIPLINE NOTES:39.DRIPLINE SYSTEMS RUN TIMES SHALL ALWAYS BE PROGRAMMED TO USE THE CONTROLLER'S 'CYCLE AND SOAK' FUNCTION FOR "PULSE IRRIGATION"PROGRAMMING. AFTER DETERMINING TOTAL ZONE RUN TIME CONTRACTOR SHALL BREAK THE RUN TIME INTO A MINIMUM OF 3-4 CYCLES. INEFFICIENTIRRIGATION OCCURS WHEN ONLY ONE CYCLE IS USED. WATER WILL MIGRATE BELOW THE ROOT ZONE OF TURF OR PLANTS VIA 'GRAVITY FLOW'. SHORTRUN TIMES ALLOW WATER TO SPREAD THROUGHOUT AREA MORE EFFICIENTLY.40.ALL DRIPLINE TUBING LAYOUT SHALL FOLLOW AND ROUTE PARALLEL TO GRADE, EXCEPT WHERE A LONGITUDE LAYOUT MAY BE FEASIBLE TO FOLLOWPLANTER LINES WHICH ARE NOT PARALLEL TO GRADE FOR CONSTRUCTIBLE PURPOSES. LAYOUT AS SHOWN IN THE PLANS DOES NOT ALWAYS DEPICTACTUAL LAYOUT DIRECTION. HATCH PATTERNS OF DRIP AREAS AS SHOWN IN PLAN ARE DIAGRAMMATICAL ONLY.41.DUE TO REQUIREMENT OF MAXIMUM SYSTEM EFFICIENCY ALL DRIPLINE TUBING SHALL LAY LEVEL WITHIN TRENCH. TRENCHES SHALL BE LEVELEDACROSS BOTTOM OF TRENCH, AT NO TIME SHALL BOTTOM OF TRENCH UNDULATE.42.CONTRACTOR SHALL COMPACT ALL DRIPLINE TRENCHES TO 95% SOIL COMPACTION. CONSISTENT COMPACTION IS REQUIRED TO PROVIDE EFFICIENTAND EVEN WATERING OF TURF OR SHRUB PLANT MATERIAL.43.CONTRACTOR SHALL AND IS REQUIRED TO USE THE RAIN BIRD INSERT TOOL, MODEL FITINS-TOOL FOR INSTALLATION OF RAIN BIRD DRIPLINE INSERTFITTINGS. CONTRACTOR SHALL ALWAYS INSERT FITTING UNTIL THE FITTING 'STOP' IS ABUTTED TO TUBING.44.FOR ALL AREAS ON SLOPES INSTALLED WITH DRIPLINE TUBING THE CONTRACTOR SHALL BE HELD ACCOUNTABLE FOR CREATING A TRIANGULARWETTING PATTERN ACROSS ALL SLOPES. OFFSET THE EMITTERS BY HALF THE EMITTER SPACING WHEN INSTALLING TUBING TO CREATE A TRIANGULARWETTING PATTERN ACROSS THE SLOPE. DO NOT INSTALL TUBING WHERE THE EMITTERS ARE DIRECTLY IN LINE (PERPENDICULAR) WITH EACH OTHER.DRIP/LOW VOLUME SYSTEMS- POINT SOURCE DRIP NOTES:45.VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR COMMENCING WORK. CONTRACTOR TOPROVIDE THE QUANTITY OF EMITTERS, BASED ON THE ACTUAL PLANT COUNT WITH REFERRAL TO THE EMITTER TABLE SHOWN IN THE LEGEND.46.CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL SHRUB AND TREE COUNT AND THE EMITTER TABLES SHOWN. ANYREFERENCE TO TOTAL EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL SHRUB AND TREE QUANTITIES AND SIZESFROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR COMMENCING WORK.47.THE EMITTER TABLE IN LEGEND IS ESTIMATED EMITTER QUANTITIES AND FLOWS. CONTRACTOR SHALL INSTALL EMITTERS AS SHOWN IN THE TABLE ATINITIAL INSTALLATION.48.SUB-LATERAL PIPING AS SHOWN IN DETAIL 'LI.13/E' SHALL BE 1/2" SCH 40 PIPE. 'BACKBONE' LATERALS SHALL BE PER PLAN SIZE.49.THE IRRIGATION PLANS AND THE SPECIFICATION OF INDIVIDUAL EMITTERS DO NOT TAKE INTO ACCOUNT THE EXPOSURE IDIOSYNCRASIES OF LOCATION,RELATIVE TO SUN OR SHADE PATTERNS WITHIN A ZONE. BEFORE COMMENCING WORK CONTRACTOR SHALL FIELD REVIEW ALL PLANTER AREAS WHEREPOINT SOURCE DRIP ZONES ARE SHOWN ON THE PLANS. CONTRACTOR MAY BE REQUIRED TO SUBSTITUTE THE SIZE OF EMITTER (FLOW RATE) ASCALLED OUT IN THE LEGEND FOR ANOTHER OF A HIGHER OR LOWER FLOW RATE, DEPENDING ON THE LOCATION OF THE EMITTER. FOR SHRUBSLOCATED WITHIN A SHADED AREA AN EMITTER WITH A LOWER FLOW RATE (I.E. 1/2X FLOW RATE) MAY BE REQUIRED THAN WHAT IS REQUIRED FOR THESAME SHRUB TYPE INSTALLED WITHIN A SUNNY AREA. SHRUBS INSTALLED WITHIN A HIGH HEAT INDEX AREA, SUCH AS WITHIN THE SPHERE OFINFLUENCE OF A GROUND LEVEL WINDOW (OR OTHER REFLECTIVE SURFACE) ON A SOUTH OR WEST FACING EXPOSURE, MAY REQUIRE A HIGHER FLOWEMITTER TO COMPENSATE FOR THE HIGHER WATER EVAPORATION LOSS FROM THE SOIL. WHEN AREAS ARE FOUND, SUCH AS LISTED ABOVE, ON APROJECT THE CONTRACTOR SHALL REVIEW AREAS WITH THE LANDSCAPE ARCHITECT FOR REQUIRED INDIVIDUAL EMITTER SUBSTITUTIONS. SUCHEMITTER SUBSTITUTIONS SHALL NOT INCREASE THE COST OF THE PROJECT.50.FOR MULTI-OUTLET DRIP MANIFOLDS: UNITS SHALL BE ALIGNED WITH TREES AS SHOWN IN THE DETAILS. CONFIRM ALL PROPOSED LAYOUT IN FIELDWITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.51.TREE/PALM DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UP-SIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH.MAINTENANCE PERSONNEL SHALL UPSIZE EMITTERS AND QUANTITIES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH.52.WHEN DIFFERENT SPECIES OF TREES/PALMS ARE TIED TO THE SAME ZONE VALVE CONTRACTOR SHALL BE REQUIRED TO MAKE ADJUSTMENTS TO SIZEOF EMITTERS (FOR QUANTITY OF WATER PURPOSES) FOR EACH SPECIES OF TREEE/PALM IN THE ZONE AS NEEDED TO PROVIDE PROPER ANDADEQUATE AMOUNT OF WATER AS REQUIRED BY EACH SPECIES. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR INFORMATIONREGARDING PROPER AND ADEQUATE AMOUNT OF WATER AS REQUIRED BY EACH SPECIES.53.POST PLANT INSTALLATION: IT SHALL BE THE RESPONSIBILITY OF LANDSCAPE CONTRACTOR TO REVISE EMITTER SIZES AS MAY BE NEEDED TO PROVIDEANY WATER VOLUME ADJUSTMENTS FOR HEALTHY PLANT GROWTH. THIS TASK SHALL BE COMPLETED AFTER THREE WEEKS OF PLANT OBSERVATIONSAFTER INITIAL INSTALLATION AND AGAIN ONE WEEK BEFORE MAINTENANCE PERIOD IS COMPLETED. ALL EMITTER CHANGES AND FINE TUNEADJUSTMENTS SHALL BE CARRIED OUT AS PART OF THIS PROJECT WITH NO ADDITIONAL COST TO THE OWNER. COMPLETE AFTER CONSULTATION ANDREVIEW OF WATER NEEDS WITH THE IRRIGATION CONSULTANT AND LANDSCAPE ARCHITECT. CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.9IRRIGATIONCALCULATIONSAB1881 CALCULATIONSPRESSURE CALCULATIONSWATER PRESSURE CALCULATION NOTE:OPERATING VELOCITY SHALL NOT EXCEED 5 FEET PERSECOND.A PUMP WILL BE REQUIRED IF THE STATIC WATERPRESSURE MEASURED IN THE FIELD, IS LESS THAN 75PSI AT ANY TIME. SHOULD THE CONTRACTOR FAIL TOVERIFY THE POC INFORMATION ANY CHANGESREQUIRED BY LOW PRESSURE OR VOLUME SHALL BETHE SOLE RESPONSIBILITY OF THE CONTRACTOR.W.E.L.O. NOTEI HAVE COMPLIED WITH THE CRITERIA OF THE CITY OF FULLERTON'S WATER EFFICIENT LANDSCAPE ORDINANCEAND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.MATTHEW JACKSON, CA LICENSED LANDSCAPE ARCHITECT #4403 CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.10IRRIGATIONDETAILSBBBBBPPSECTION/ELEVATIONNOTE:A.CONCRETE SLAB SHALL BE MINIMUM 4" THICK ANDEXTEND A MINIMUM 6" PAST THE BACKFLOWASSEMBLY PIPING AND/OR ENCLOSURE ON ALL SIDES.6" MIN.12" MIN.BLEGEND1.BACKFLOW DEVICE, REFER TO LEGEND FORSPECIFICATION2.BACKFLOW ENCLOSURE, REFER TO LEGEND FORSPECIFICATION3.BRASS BALL VALVE4.WYE STRAINER, REFER TO LEGEND FORSPECIFICATION5.BRASS NIPPLE, MAX. LEN. 3" (4 REQ.)6.BRASS RISER, LEN. AS REQUIRED, (2 REQ.)7.CONCRETE SLAB8.IRRIGATION SERVICE LINE FROM METER9.PVC SCH 80 SS COUPLER, SVC LINE SIZE10.PVC SCH 80 NIPPLE, LENGTH BEYOND THRUSTBLOCK, (2 REQ.)11.CONCRETE THRUST BLOCK, 1 CU. FT.12.PVC SCH 80 REDUCING ADAPTER, SF, COUPLERSIZE (2 REQ.)13.PVC SCH 80 SS COUPLER, MAINLINE SIZE14.BRASS ELBOW15.IRRIGATION MAINLINE16.BRASS UNION (2 REQ.)17.PRESSURE REGULATOR, IF SPECIFIED. REFER TOLEGEND FOR SPECIFICATION - IF NOT SPECIFIED,INSTALL ONE BRASS NIPPLE IN PLACE OF TWO 3"NIPPLES AND REGULATOR1234567171614131211108915SCALE:ABACKFLOW ASSEMBLYN.T.S.SCALE:DPVC MAINLINE ISOLATION BALL VALVE N.T.S.SCALE:CMASTER VALVE ASSEMBLYN.T.S.SCALE:BFLOW METER ASSEMBLYN.T.S.SECTION/ELEVATIONNOTES:A.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.B.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1"ABOVE MULCH LAYER, WHICHEVER IS HIGHER.LEGEND1.QUICK COUPLING VALVE. SEE LEGEND FORSPECIFICATION2.BRASS NIPPLE- QCV SIZED 4" MIN. LENGTH3.BRASS ST. ELL (2 REQ.)4.BRASS ELL5.BRASS NIPPLE- QCV SIZED12" MIN. LENGTH FOR 18" TRENCH18" MIN. LENGTH FOR 24" TRENCH6.PVC SCH 80 FITTING, TEE / ELL7.PVC MAINLINE SEE LEGEND FORSPECIFICATION8.#4 REBAR 36" MIN. LENGTH9.LANDSCAPE FABRIC10.SUPPORT BRICKS (3 REQ.)11.3/4" CRUSHED GRAVEL, MIN. 1 CUBIC FOOT12.STAINLESS STEEL CLAMP (2 REQ.)13.FINISH GRADE14.10" ROUND SPECIFICATION GRADE VALVEBOX WITH "T" COVER. HEATED BRANDEDMARKED 'QCV'123412111014135367896" MAX2" MIN2"1/2"CLLEGEND1.PVC MAINLINE OR MANIFOLDSUBMAIN / BACKBONE PIPE. SEELEGEND FOR DEPTH AS PERSPECIFICATION2.LANDSCAPE FABRIC, MINIMUM 4.5 OZ.MATERIAL. SEE SPECIFICATIONS FORAPPROVED TYPE3.PVC SCH 80 SLO-CLOSE BALL VALVE,INSTALL VALVE CENTERED IN BOX.REFER TO LEGEND FORSPECIFICATION4.8" PVC CL 160 PIPE OR NON-PERFDRAIN PIPE, LENGTH AS REQUIRED.FIT PIPE OUTSIDE UNION. USE FABRICTO FILL IRREGULARITIES5.3/4" CRUSHED GRAVEL, FILL TO 2"BELOW TOP OF SLEEVE AND 5"BELOW BALL VALVE FOR SUPPORT6.SUPPORT BRICKS, (3 REQ.)7.SITE SOIL8.FINISH GRADE9.10" ROUND SPECIFICATION GRADEVALVE BOX WITH BOLT DOWN 'T'COVER. HEAT BRAND "BV" ONTO LID.1/2"2"NOTES:A.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.B.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1/2"ABOVE MULCH LAYER, WHICHEVER IS HIGHER.C.CONTRACTOR TO PROVIDE ONE STANDARD 30 INCH SPRINKLER KEYWRENCH FOR THE OPERATION OF BALL VALVES.SECTION/ELEVATION6"MAX.2"4856971232" MIN.2" MIN.8" MAX.SECTION/ELEVATIONNOTES:A.USE PVC SCH 80 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH.B.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.C.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER,WHICHEVER IS HIGHER.LEGEND1.PVC MAINLINE PIPE TO AIRVENT/FLOW SENSOR AS REQUIRED2.PVC SCH 80 SLIP COUPLER, ASREQUIRED3.3/4" CRUSHED GRAVEL, MINIMUM 6"DEPTH4.LANDSCAPE FABRIC5.PVC SCH 80 UNION (2 REQ.)6.PVC SCH 80 NIPPLE, MIN. LENGTH3", VALVE SIZE (4 REQ.)7.PVC SCH 80 REDUCER SLIPxTHRDBUSHING, SF, MAINLINE SIZE xVALVE SIZE (2 REQ.)8.NOMINAL SIZE SOLID BRICK (4 REQ.)9.PVC MAINLINE PIPE FROMBACKFLOW PREVENTION DEVICE10.FINISH GRADE11.USE PVC SCH 80 45 DEGREE ELLSTO TRANSITION TO MAINLINE DEPTH12.12" RECTANGULAR SPECIFICATIONGRADE VALVE BOX WITH "T" COVER.HEAT BRAND 'MV' ON LID13.MASTER CONTROL VALVE. REFERTO LEGEND FOR SPECIFICATION14.CONTROL WIRES WITH WATERTIGHT SPLICES PROVIDE 24" COILOF WIRE AT VALVE123467528914131211102"1/2"2" MIN.SECTION/ELEVATIONNOTES:A.USE 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTHB.INSTALL FLOW SENSOR PER MANUFACTURES RECOMMENDATIONS AND WIRE TO CONTROLLER.C.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.D.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.2"SENSORFLOWDIMENSION 'A'10x PIPE DIAMETERDIMENSION 'B'5x PIPE DIAMETERDIRECTION OF FLOW1/2"4" MIN.8" MAX.NO VALVES, REDUCERS, ORELBOWS IN THIS AREALEGEND1.WIRE TO CONTROLLER WITHIN ELECTRICALCONDUIT2.MAINLINE PIPE FROM AIR VENT/MASTER VALVE3.LANDSCAPE FABRIC4.3/4" CRU`SHED GRAVEL, MINIMUM 6" DEPTH5.SOLID BRICK, NOMINAL SIZE (4 REQ.)6.MAINLINE SIZE PER FLOW SENSOR, LENGTH ASREQUIRED. DIMENSION 'A'; DIMENSION 'B'7.FLOW SENSOR, SEE LEGEND FOR SPECIFICATION8.FINISH GRADE9.SENSOR CABLE WITH GEL-FILLED CONNECTIONS.PROVIDE 24" COIL OF WIRE AT SENSOR10.SPECIFICATION GRADE RECTANGULAR VALVE BOXWITH 'T' COVER. HEAT BRAND 'FS' ON LIDBLACKWHITE23110986754SCALE:EQUICK COUPLER ASSEMBLYN.T.S.LEGEND1.IRRIGATION MAINLINE2.MAINLINE TEE FITTING, MAINLINE xMANIFOLD SIZE3.MANIFOLD ISOLATION VALVE. REFER TOLEGEND FOR TYPE. MANIFOLD SIZE4.ALL VALVE BOXES TO HAVE A MINIMUM12" SEPARATION BETWEEN BOXES5.IRRIGATION MANIFOLD "SUB-MAINLINE"PIPE. SIZE PER LARGEST LATERAL PIPE6.REMOTE CONTROL VALVE7.RECTANGULAR SPECIFICATION GRADEVALVE BOX. REFER TO LEGEND FORTYPE8.PVC SCH 80 UNION. ONE OR TWOREQUIRED. SEE RCV INSTALLATIONDETAILS9.LATERAL LINE TO SPRINKLERS10.SIDEWALK / HARDSCAPE EDGE, INSTALLBOXES 12"-18" FROM EDGE11.QUICK COUPLER VALVE12.MAINLINE TEE FITTING, MAINLINE x 1-1/2"SIZE13.QCV MANIFOLD ISOLATION BALL VALVE.REFER TO LEGEND FOR TYPE14.QUICK COUPLER SWING JOINT15.10" ROUND SPECIFICATION GRADEVALVE BOX. REFER TO LEGEND FORTYPE125689107141181513121134SCALE:GPIPE / WIRE / SLEEVE INSTALLATIONN.T.S.SECTION/ELEVATIONDEPTH CHARTWIRING6" & LARGER3" & 4" 21/2" & SMALLER18"12"--18"24"36"BESIDE18"24"36"ABCD36"30"24"-36"EF36"36"36"30"30"-MAINMAINBESIDEFDECBANOTES:A.SLEEVE UNDER PEDESTRIANWALKWAYS SHALL EQUAL DEPTHSINDICATED IN COLUMNS A, B, & C.B.LINES MUST HAVE MIN. CLEARANCEOF 4" FROM EACH OTHER & 12"FROM OTHER TRADES.C.RUN WIRING BESIDE MAINLINE ATLOCATION SHOWN, TAPE & BUNDLE@ 10' O.C.D.TIE A 24" LOOP IN ALL WIRING ATCHANGES IN DIRECTION, WHEN NOTINSTALLED WITHIN CONDUIT.E.ALL SLEEVES MUST BE 2X THEDIAMETER OF THE PIPE WITHIN.F.ALL SLEEVE ENDS MUST BE SEALEDWITH FOAM SEALANT INSIDE PIPETO MINIMIZE DEBRIS INTRUSION.G.ALL SLEEVES MUST EXTEND 12" MIN.DISTANCE PAST EDGE OFROADWAY, CURB, OR SIDEWALK.H.CONTRACTOR MUST ADJUSTMAINLINE AROUND ALL STREETLIGHT LOCATIONS, LIGHT BOLLARDS,TREE ROOT BALLS, (MIN. 5'CLEARANCE), AND OTHEROBSTACLES.LEGEND1.ON-GRADE LATERAL PIPE2.UNDISTURBED SOIL3.COMPACTED BACKFILL4.LATERAL LINE5.2-WIRE CABLE WITHINELECTRICAL CONDUIT6.MAINLINE TRACER TAPE ORAWG #6 BARE COPPERTRACER WIRE, REFER TOLEGEND FOR SPECIFICATION7.MAINLINE, REFER TO LEGENDFOR SPECIFICATION8.ROADWAY / PAVING9.SAND BACKFILL10.LATERAL LINE SLEEVE11.MAINLINE SLEEVE12.CONTROL WIRE SLEEVE-1234567839101112SCALE:HDRIP ZONE AUTOMATIC FLUSH VALVE ASSEMBLYN.T.S.2" MIN.SECTION/ELEVATION2"2" MAX.LEGEND1.AUTOMATIC FLUSH VALVE, REFERTO LEGEND FOR SPECIFICATION2.7" ROUND VALVE BOX, HEATBRAND "FV" WITH RCV# ON LID3.1/2" PVC COUPLER, FxF4.LANDSCAPE FABRIC5.1/2" PVC EL, SF6.1/2" PVC PIPE FROM EXHAUSTMANIFOLD7.SCH 80 PVC NIPPLE 1/2" x LENGTHAS REQUIRED8.3/4" CRUSHED GRAVEL, MIN. 1 CU.FT.9.FINISH GRADE121/2"934576NOTES:A.INSTALL ONE (1) FV FOR MAXIMUM OF EVERY 800 FEET OF TUBING, OR PART THEREOF, IN ANY ZONE.B.INSTALL IN LOCATIONS AS DESCRIBED IN THE LEGEND AND DRIPLINE INSTALLATION DETAILS.C.DUE TO FIELD CHANGES OR OTHER REASONS TOTAL FV SYMBOLS SHOWN ON PLAN MAY NOT EQUAL TOTALQUANTITY OF FV'S REQUIRED.D.CONTRACTOR SHALL REVIEW DRIP ZONE AREA AND LAYOUT TO DETERMINE EXACT QUANTITY OF FV'S TO INSTALL.E.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.F.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.SCALE:FMANIFOLD LAYOUTN.T.S. CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.11IRRIGATIONDETAILSSCALE:EDRIPLINE- MULTPLE PLANTERS LAYOUTN.T.S.SCALE:DDRIPLINE INSTALLATIONN.T.S.SCALE:CDRIPLINE- PVC / DRIPLINE MANIFOLD CONNECTIONN.T.S.SECTIONNOTES:A.TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT ISRECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BEBROUGHT TO SIX INCHES BELOW FINISH GRADE, LEVELED, ANDPROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIORTO THE INSTALLATION OF THE TUBING.B.INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TOGRADE USING GALVANIZED WIRE HOOP STAKES AT 4 O.C. SPACING.6"LEGEND1.SHRUBS/GROUNDCOVER2.MULCH LAYER, REFERTO LANDSCAPEDRAWINGS FOR TYPEAND DEPTH3.FINISH GRADE4.AMENDED SOIL, REFERTO LANDSCAPEDRAWINGS FORSPECIFICATION5.DRIPLINE TUBINGINSTALLATION: 6" BELOWFINISH GRADE6.GALVANIZED WIRESTAKE, SPACE AT 4 FEETO.C. ALONG ALL TUBING123456SECTION/ELEVATIONLEGEND1.MULCH LAYER, REFER TO LANDSCAPEDRAWINGS FOR TYPE AND DEPTH2.AMENDED SOIL, REFER TO LANDSCAPEDRAWINGS FOR SPECIFICATION3.SUB-SURFACE DRIPLINE TUBING. REFER TOLEGEND FOR SPECIFICATION4.17mm BARB TEE x 3/4" THRD. FITTING. REFER TOLEGEND FOR SPECIFICATION5.AMENDED SOIL / BACKFILL MATERIAL6.3/4" SCH 80 PVC NIPPLE. LENGTH AS REQUIRED7.SCH 40 PVC TEE SxSxT, LINE SIZE BY 3/4"8.PVC SUPPLY MANIFOLD HEADER LATERAL LINE6"12346876"5NOTES:A.REFER TO LEGEND FOR MAXIMUM DRIPLINE TUBING SPACING.B.LAY DEPTH FOR DRIPLINE SHALL BE 6 INCHES BELOW AMENDEDSOIL FINISH GRADE.C.INSTALL FIRST ROW OF DRIPLINE TUBING 6 INCHES FROM ANYHARDSCAPE EDGE.6"6"14101187531269LEGEND1.SHRUBS/GROUND COVER2.17mm BARB 90 ELBOW FITTING, REFERTO LEGEND FOR SPECIFICATION3.1/2" BLANK POLY TUBING, REFER TOLEGEND FOR SPECIFICATION4.1/2" MIPT x 17mm BARB ADAPTER,REFER TO LEGEND FOR SPECIFICATION5.PVC SCH 40 SST TEE/EL FITTING, LINESIZE X 1/2"6.SITE SOIL7.PVC SUPPLY / EXHAUST MANIFOLDHEADER LATERAL LINE8.SCREENED BACKFILL MATERIAL9.SUB-GRADE10.17mm DRIPLINE TUBING, REFER TOLEGEND FOR SPECIFICATION11.AMENDED SOIL. REFER TO PLANTINGDRAWINGS FOR SPECIFICATION12.FINISH GRADE2SECTION/ELEVATIONSCALE:GDRIPLINE- IRREGULAR FEED LAYOUTN.T.S.SCALE:FDRIPLINE- CENTER FEED LAYOUTN.T.S.NOTES:A.DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANTMATERIALS AND CHANGES IN ELEVATION. MAXIMUM SPACING SHALL BE 14"APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLATSHRUB AREAS. FOR ADDITIONAL INFORMATION SEE RAIN BIRD DRIPLINEINSTALLATION GUIDE FOR SUGGESTED SPACING.B.INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE INTURF AND 9" IN SHRUBS.C.AIR RELEASE / VACUUM VALVE WHERE SHOWN AS DIAGRAMMATIC ONLY.PLACE AT HIGHEST POINT IN AREA FOR PROPER VACUUM RELEASE ACTION.D.MAXIMUM TUBING LENGTH OF RUN IN EITHER DIRECTION SHALL NOT EXCEED150' FROM LATERAL PIPE SUPPLY MANIFOLD.LEGEND1.PVC EXHAUST HEADER2.PVC SCH 40 FEMALE THRD TEE (SSF) OR ELL(SF) (TYPICAL)3.BARB X MALE FITTING: RAIN BIRDXFF-MA-XXX FITTING (TYPICAL)4.FLUSH VALVE (TYPICAL) WITHIN 7" ROUNDBOX5.PERIMETER OF AREA6.PERIMETER DRIPLINE PIPE TO BE INSTALLED7.LATERAL PIPE SUPPLY MANIFOLD WITHIN A12" TRENCH, PER PIPE DETAIL8.CONNECTION FROM SUPPLY MANIFOLD TODRIPLINE (TYPICAL)- SEE INSET B9.SUB-SURFACE DRIPLINE TUBING: REFER TOLEGEND FOR SPECIFICATION10.BARB X BARB FITTING: RAIN BIRDXFD-CROSS / XFF-TEE FITTING. SEE INSET A11.1/2" POLYETHYLENE BLANK TUBING: RAINBIRD XFD SERIES12.AIR RELIEF VALVE: RAIN BIRD, MODELARV050, WITHIN 7" ROUND VALVE BOX.CONNECT TO ALL LINES USING XF SERIESBLANK TUBING. LOCATION SHOWN ISDIAGRAMMATIC ONLY13.BARB x FEMALE FITTING: RAIN BIRDXFD-TFA-075 OR XFF-TMA-050 WITH PVCTHREADED COUPLER14.PVC SCH 80 NIPPLE, 6" LENGTH FOR 12"LATERAL PIPE TRENCH DEPTH15.PVC SCH 40 TEE OR EL, SxFINSET BPLAN VIEW/SECTIONINSET ASEENOTE 'B'154322567813141511211109LEGEND1.PVC EXHAUST HEADER2.PVC SCH 40 TEE OR ELL (TYPICAL)3.FLUSH VALVE WITHIN 7" ROUNDBOX (TYPICAL)4.BARB X MALE FITTING: RAIN BIRDXFF-MA-XXX FITTING (TYPICAL)5.PERIMETER OF AREA6.PERIMETER DRIPLINE PIPE TO BEINSTALLED7.SUB-SURFACE DRIPLINE TUBING:REFER TO LEGEND FORSPECIFICATION8.BARB X BARB FITTING: RAIN BIRDXFD-CROSS / XFF-TEE FITTING.SEE INSET A9.1/2" POLYETHYLENE BLANKTUBING: RAIN BIRD XF SERIESBLANK TUBING10.AIR RELIEF VALVE: RAIN BIRD,MODEL ARV050, WITHIN 7" ROUNDVALVE BOX. CONNECT TO ALLLINES USING XF SERIES BLANKTUBING. LOCATION SHOWN ISDIAGRAMMATIC ONLY11.LATERAL PIPE SUPPLY MANIFOLDWITHIN A 12" TRENCH, PER PIPEDETAILNOTES:A.DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION.MAXIMUM SPACING SHALL BE 14" APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLATSHRUB AREAS. FOR ADDITIONAL INFORMATION SEE RAIN BIRD DRIPLINE INSTALLATION GUIDE FOR SUGGESTEDSPACING.B.INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE IN TURF AND 9" IN SHRUBS.C.AIR RELEASE / VACUUM VALVE WHERE SHOWN IS DIAGRAMMATIC ONLY. PLACE AT ALL HIGHEST POINTS IN AREAFOR PROPER VACUUM RELEASE ACTION.D.MAXIMUM TUBING LENGTH OF RUN SHALL NOT EXCEED 150' FROM LATERAL PIPE SUPPLY MANIFOLD.INSET APLAN VIEW/SECTIONNOTES:A.DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANTMATERIALS AND CHANGES IN ELEVATION. MAXIMUM SPACING SHALL BE 14"APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLATSHRUB AREAS. FOR ADDITIONAL INFORMATION SEE RAIN BIRD DRIPLINEINSTALLATION GUIDE FOR SUGGESTED SPACING.B.INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE INTURF AND 9" IN SHRUBS.C.AIR RELEASE / VACUUM VALVE WHERE SHOWN AS DIAGRAMMATIC ONLY.PLACE AT HIGHEST POINT IN AREA FOR PROPER VACUUM RELEASE ACTION.D.MAXIMUM TUBING LENGTH OF RUN SHALL NOT EXCEED 150' FROM LATERALPIPE SUPPLY MANIFOLD.LEGEND1.PVC EXHAUST HEADER2.PVC SCH 40 TEE OR ELL(TYPICAL)3.BARB X MALE FITTING: RAINBIRD XFF-MA-XXX FITTING(TYPICAL)4.FLUSH VALVE (TYPICAL)WITHIN 7" ROUND BOX5.PERIMETER OF AREA6.PERIMETER DRIPLINE PIPE TOBE INSTALLED7.SUB-SURFACE DRIPLINETUBING: REFER TO LEGENDFOR SPECIFICATION8.BARB X BARB FITTING: RAINBIRD XFF-CROSS / XFF-TEEFITTING. SEE INSET A9.1/2" POLYETHYLENE BLANKTUBING: RAIN BIRD XFDSERIES BLANK TUBING10.AIR RELIEF VALVE: RAINBIRD, MODEL ARV050, WITHIN7" ROUND VALVE BOX.CONNECT TO ALL LINESUSING XF SERIES BLANKTUBING. LOCATION SHOWN ISDIAGRAMMATIC ONLY11.LATERAL PIPE SUPPLYMANIFOLD WITHIN A 12"TRENCH, PER PIPE DETAILINSET APLAN VIEW/SECTIONSEENOTE 'B'USE EXTREME CAUTION DURINGLAYOUT IN THESE OPEN AREASSEENOTE 'B'2561347891011155143225678910111LEGEND1.PVC SUPPLY HEADER PIPE2.PVC SCH 40 TEE OR EL (TYPICAL)3.BARB X MALE FITTING (TYPICAL): RAIN BIRD, XFF-MA-XXX FITTING4.PVC LATERAL PIPE FROM DRIP ZONE RCV ASSEMBLY5.SUB-SURFACE DRIPLINE: REFER TO LEGEND FORSPECIFICATION6.PLANTER EDGE; PERIMETER OF AREA7.MAXIMUM INSTALLED DISTANCE FOR PERIMETER DRIPLINETUBING SHALL BE 3" IN TURF AND 9" IN SHRUBS, FROMPERIMETER OF AREA8.AIR RELIEF VALVE, WITHIN A 7" ROUND VALVE BOX,TYPICAL. INSTALL IN ALL PLANTERS USING 200' OF TUBINGOR MORE AND WHERE SHOWN ON PLANS. REFER TOLEGEND FOR TYPE. MAY INSTALL VALVE ON PVC HEADEROR FOOTER. ALWAYS AT HIGH POINT IN PLANTER.(TYPICAL)9.FLUSH VALVE WITHIN A 7" ROUND VALVE BOX, TYPICAL.REFER TO LEGEND FOR TYPE. INSTALL VALVE ON EXHAUSTHEADER/FOOTER IN PLANTERS AS SHOWN. (TYPICAL)10.BARB X BARB INSERT TEE OR EL: (TYPICAL) RAIN BIRD MODEL: XFF-TEE, XFF-EL 11.PVC RISER PIPE12.PVC LATERAL SUPPLY PIPE13.PVC SLEEVE PIPE. SIZED TWICE THE SIZE OF MANIFOLDPIPE SIZE14.HARDSCAPE PAVEMENT/CURB, OR SIDEWALK15.4"-6" OF SOIL COVER OVER DRIPLINE TUBING16.SUB-FINISH GRADE17.PVC LATERAL SUPPLY PIPE SHALL BE INSTALLED WITHINPLANTERS UNLESS CROSSING PAVEMENT TO ADJACENTPLANTERNOTES:A.DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANTMATERIALS AND CHANGES IN ELEVATION. SEE LEGEND FOR SPECIFICATION.B.LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUMSPACING SHOWN IN THE ACCOMPANYING TABLE.C.PLACE TIE DOWN STAKES EVERY 3' IN SAND, 4' IN LOAM, AND 5' IN CLAY.D.AT FITTINGS WHERE THERE IS A CHANGE IN DIRECTION SUCH AS TEES ORELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION.INSET AINSET BINSET AINSET B401501502002003003000.6 GPH0.9 GPH12" Spacing18" Spacing24" SpacingPSI0.6 GPH0.9 GPH0.6 GPH0.9 GPHLATERAL PIPEBURIAL DEPTHINSET BXFS DRIPLINE MAXIMUM LATERAL LENGTHS (FEET)SECTION/ELEVATION123415161211421576517810102212121116179111SCALE:BDRIPLINE- CENTER FEED PVC / DRIPLINE CONNECTIONN.T.S.SCALE:A 1" AIR/VACUUM CONTINUOUS ACTING AIR VENTN.T.S.SCALE:HDRIPLINE- END FEED LAYOUTN.T.S.LEGEND1.NETAFIM AIR/VACUUM CONTINOUSACTING AIR VENT2.BRASS BALL VALVE3.SCH 80 PVC NIPPLE, LENGTH ASNEEDED4.SCH 80 PVC MAINLINE SxSxT TEE5.FINISH GRADE6.RECTANGULAR PLASTIC VALVE BOXWITH LOCKING LID. HEAT BRAND "ARV"ON LID IN 2" HIGH BLOCK LETTERS7.RECTANGULAR PLASTIC VALVE BOXEXTENSIONS8.MAINLINE9.COMMON BRICK SUPPORTS (4REQUIRED)10.FILL BASE OF BOX WITH 34" GRAVEL11.COMPACTED NATIVE SOIL12.FILTER FABRIC - COVER ALL BOXHOLESFLOWSECTION/ELEVATIONNOTES:A.INSTALL AIR VENT PER MANUFACTURES RECOMMENDATIONS.B.SET TOP OF VALVE BOX 1/2" ABOVE FINISH GRADE IN TURF AREAS.C.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1" ABOVE MULCH LAYER,WHICHEVER IS HIGHER.2"1/2"5674132128910112"18"-24" CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.12IRRIGATIONDETAILSINSET CINSET BINSET ASEENOTE 'E'SCALE:BDRIPLINE- CENTER FEED LAYOUT W/ RAIN BIRD QF HEADERN.T.S.PLAN VIEW/SECTIONINSET ALEGEND1.PVC INSERT REDUCING TEE, SPEARS, MODEL 1402-101 OR1402-130. (X" x 1/2") SIZED TO FIT QF DRIPLINE HEADER2.STAINLESS STEEL CLAMP, OETIKER OR MURRAY TYPE3.FLUSH VALVE ASSEMBLY WITHIN 7" ROUND BOX. (INSTALLATIONFOR TURF ZONE, TYP.) REFER TO LEGEND FOR SPECIFICATION4.PVC 1/2" MALE ADAPTER (MIPTXSOC), SPEARS, MODEL 436-0055.RAIN BIRD 'QF' DRIPLINE EXHAUST HEADER:-USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS LESS THAN 12GPM-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 12 GPM TO 22GPM6.PRE-INSTRALLED BARB FITTING (TYP.)7.AIR RELIEF VALVE ASSEMBLY: RAIN BIRD, MODEL ARV050,WITHIN 7" ROUND VALVE BOX. LOCATIONS SHOWN AREDIAGRAMMATIC ONLY. REFER TO 'ARV TO QF MANIFOLD'ASSEMBLY DETAIL FOR CONSTRUCTION8.PVC INSERT PLUG. SPEARS, MODEL 1449-007 OR 1449-010. SIZEDTO FIT QF DRIPLINE HEADER. SEE INSET 'A'9.EDGE OF PERIMETER (PLANTER) AREA10.PERIMETER DRIPLINE TO BE INSTALLED MAXIMUM OF 3" FROMEDGE OF PERIMETER IN TURF AND 9" FROM EDGE OFPERIMETER IN SHRUB AREA11.PVC INSERT MALE ADAPTER (BARB X SOC), SPEARS, MODEL474-007 (3/4") OR 474-010 (1"). SIZED TO FIT QF DRIPLINE HEADER12.PVC SUPPLY PIPE FROM RCV (SIZED TO MEET LATERAL FLOWDEMAND, REFER TO PLAN FOR SIZE). INSTALL AT PVC LATERALPIPE DEPTH PER SPECIFICATIONS13.BARB INSERT FITTING: RAIN BIRD, XFF-TEE. SEE INSET 'A'14.RAIN BIRD 'QF' DRIPLINE SUPPLY HEADER:-USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS LESS THAN 6GPM-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 6 GPM TO 11 GPM15.SUB-SURFACE DRIPLINE TUBING. REFER TO LEGEND FORSPECIFICATION16.GALVANIZED TIE-DOWN STAKE, RAIN BIRD, MODEL TDS-050.(TYPICAL) REFER TO LEGEND FOR SPACING17.FLUSH VALVE ASSEMBLY WITHIN 7" ROUND BOX. (INSTALLATIONIN SHRUB PLANTER, TYP.) REFER TO LEGEND FORSPECIFICATION18.PVC SCH 40 REDUCER BUSHING (1"x1/2" or 3/4"x1/2")19.PVC PIPE TO FLUSH VALVE ASSEMBLY. REFER TO FV ASSEMBLYDETAIL FOR ASSEMBLY CONSTRUCTION20.PVC SCH 40 ELL (TYP.)5567891011131588613147141016INSET EINSET BSEENOTE 'C'PLAN VIEW/SECTION214538911131191620191341317INSET BINSET CINSET E1PVCLATERALPIPEBURIALDEPTH6" SOILCOVERINSET E1926722712LEGEND1.PVC INSERT PLUG. SPEARS, MODEL 1449-007 OR 1449-010. SIZED TOFIT QF DRIPLINE HEADER. SEE INSET 'A'2.RAIN BIRD QF DRIPLINE SUPPLY HEADER:-USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS LESS THAN 6 GPM-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 6 GPM TO 11 GPM3.AIR RELIEF VALVE ASSEMBLY: RAIN BIRD, MODEL ARV050, WITHIN 7"ROUND VALVE BOX. LOCATION SHOWN IS DIAGRAMMATIC ONLY.WHEN CONNECTING TO QF DRIPLINE HEADER, REFER TO 'ARV TOQF DRIPLINE HEADER' ASSEMBLY DETAIL FOR CONSTRUCTION4.PVC INSERT REDUCING TEE, SPEARS, MODEL 1402-101 OR 1402-130.(X" X 1/2") SIZED TO FIT QF DRIPLINE HEADER5.PRE-INSTRALLED BARB FITTING (TYP.)6.PVC INSERT MALE ADAPTER (BARB x SOC), SPEARS, MODEL 474-007(3/4") or 474-010 (1"). SIZED TO FIT DRIPLINE HEADER7.PVC SUPPLY PIPE FROM RCV (SIZED TO MEET LATERAL FLOWDEMAND, REFER TO PLAN FOR SIZE). INSTALL AT PVC LATERAL PIPEDEPTH PER SPECIFICATION8.EDGE OF PERIMETER (PLANTER) AREA9.PERIMETER DRIPLINE TO BE INSTALLED MAXIMUM OF 3" FROM EDGEOF PERIMETER IN TURF AND 9" FROM EDGE OF PERIMETER INSHRUB AREAS10.INSERT BARB FITTING: RAIN BIRD, XFF-TEE11.INSERT BARB FITTING: RAIN BIRD, XFF-CROSS. SEE INSET 'A'12.AIR RELIEF VALVE ASSEMBLY: RAIN BIRD, MODEL ARV050, WITHIN 7"ROUND VALVE BOX. LOCATION SHOWN IS DIAGRAMMATIC ONLY.WHEN CONNECTING TO DRIPLINE TUBING USE XF SERIES BLANKTUBING. WHEN CONNECTING TO DRIPLINE TUBING, REFER TO 'ARVTO DRIPLINE' ASSEMBLY DETAIL13.SUB-SURFACE DRIPLINE TUBING. REFER TO LEGEND FORSPECIFICATION14.QF-MANIFOLD EXHAUST HEADER:-USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS LESS THAN 10 GPM-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 11 GPM TO 15 GPM15.FLUSH VALVE ASSEMBLY (TYP.) WITHIN 7" ROUND BOX.(INSTALLATION FOR TURF ZONE, TYP.) REFER TO LEGEND FORSPECIFICATION16.FLUSH VALVE ASSEMBLY WITHIN 7" ROUND BOX. (INSTALLATION INSHRUB PLANTER, TYP.) REFER TO LEGEND FOR SPECIFICATION17.GALVANIZED TIE-DOWN STAKE, RAIN BIRD, MODEL TDS-050. REFERTO LEGEND FOR SPACING18.1/2" POLYETHYLENE BLANK TUBING: RAIN BIRD, XFD SERIES BLANKTUBING19.STAINLESS STEEL CLAMP, OETIKER OR MURRAY TYPE20.PVC REDUCER BUSHING, SPEARS, MODEL 437-101 or 437-130. SIZEDTO FIT INSERT ADAPTER (3/4"x1/2" or 1"x1/2")21.1/2" PVC PIPE TO FLUSH VALVE ASSEMBLY. REFER TO FV ASSEMBLYDETAIL FOR ASSEMBLY CONSTRUCTION22.PVC SCH 40 ELL (TYP.)INSET A104621181118215INSET C1928156INSET BSCALE:CDRIPLINE- END FEED LAYOUT W/ RAIN BIRD QF HEADERN.T.S.NOTES:A.RAIN BIRD 'QF' DRIPLINE HEADER -USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS 9 GPM OR LESS.B.RAIN BIRD 'QF' DRIPLINE HEADER-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 10 GPM TO 15 GPMC.QF-DRPLINE HEADER SHALL ALWAYS BE INSTALLED AT DEPTH TO ACCOMMODATE THE 6" INSTALLATION DEPTH FOR THESUB-SURFACE DRIPLINE TUBING.D.DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. MAXIMUMSPACING SHALL BE 12" APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLAT SHRUB AREAS.E.INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE IN TURF AND 9" IN SHRUBS.F.AIR RELEASE / VACUUM VALVE WHERE SHOWN IS DIAGRAMMATIC ONLY. CONTRACTOR MUST INSTALL AT HIGHEST POINT IN ZONESECTION AREA FOR PROPER VACUUM RELEASE ACTION.G.MAXIMUM TUBING LENGTH OF RUN IN EITHER DIRECTION OF SUPPLY MANIFOLD SHALL NOT EXCEED 150' FROM SUPPLY MANIFOLD.14232311517INSET D215INSET D418191PVCLATERALPIPEBURIALDEPTH6" SOILCOVERINSET E2141112206NOTES:A.RAIN BIRD 'QF' DRIPLINE HEADER -USE 3/4" FOR ZONE OR 'ZONE SECTION' FLOWS 9 GPM OR LESS.B.RAIN BIRD 'QF' DRIPLINE HEADER-USE 1" FOR ZONE OR 'ZONE SECTION' FLOWS 10 GPM TO 15 GPMC.QF-DRPLINE HEADER SHALL ALWAYS BE INSTALLED AT DEPTH TO ACCOMMODATE THE 6" INSTALLATION DEPTH FOR THE SUB-SURFACEDRIPLINE TUBING.D.DISTANCE BETWEEN LATERAL ROWS TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. MAXIMUM SPACINGSHALL BE 12" APART FOR TURF AREAS. MAXIMUM SPACING SHALL BE 18" APART FOR FLAT SHRUB AREAS.E.INSTALL SUB-SURFCE TUBING MAXIMUM 3" FROM ANY HARDSCAPE EDGE IN TURF AND 9" IN SHRUBS.F.AIR RELEASE / VACUUM VALVE WHERE SHOWN IS DIAGRAMMATIC ONLY. CONTRACTOR MUST INSTALL AT HIGHEST POINT IN ZONE SECTIONAREA FOR PROPER VACUUM RELEASE ACTION.G.MAXIMUM TUBING LENGTH OF RUN IN EITHER DIRECTION OF SUPPLY MANIFOLD SHALL NOT EXCEED 200' FROM SUPPLY MANIFOLD.INSET CINSET D16121913INSET D620214444171SCALE:EFERTIGATION INJECTOR ASSEMBLYN.T.S.2"NOTES:A.INSTALL PVC SCH 80 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER INSTALLATION ABOVE MAINLINE DEPTH ONUPSTREAM AND DOWNSTREAM SIDE.B.ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY.C.CONTACT EZ-FLO REPRESENTATIVE, DARIN BRASCH, (916) 652-7748x12 FOR ADDITIONAL INSTALLATION INFORMATION.D.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.E.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1/2" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.SECTION/ELEVATION1/2"LEGEND1.RECTANGULAR SPECIFICATION GRADE VALVE BOX WITHBOLT DOWN 'T' COVER. REFER TO LEGEND FOR SPECIFICATION.USE INVERTED VALVE BOX OF SAME SIZE AS REQUIRED FOREXTENSION. INSTALL SIZE AS REQUIRED TO ALLOW FORMAINTENANCE OF INJECTOR. HEAT BRAND "FERT" ON LID2.EZ FLO SHUT OFF VALVES3.PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB4.FERTIGATION SYSTEM INJECTION TANK, REFER TO LEGEND FORMODEL AND GALLON CAPACITY5.FERTILIZER OUT - CONNECT CLEAR TUBE TO GREENCONNECTIONS ON PROPORTIONING CAP AND COUPLING6.1/4" TUBING CLAMP - BOTH THE GREEN AND BLUECOUPLING TUBING CONNECTIONS7.SUPPORT BRICKS, (MIN. 6 REQ.)8.3/4" CRUSHED GRAVEL, MIN. 8" IN DEPTH9.LANDSCAPE FABRIC10.MAINLINE PIPE, SEE LEGEND FOR SIZE AND TYPE11.RECTANGULAR VALVE BOX EXTENSION12.EZ BALL VALVE INJECTION COUPLING CONNECTOR -INSTALL ACCORDING TO WATER FLOW DIRECTIONARROW13.WATER IN - CONNECT BLACK TUBE TO BLUECONNECTIONS ON PROPORTIONING CAP AND COUPLING14.TOP OF MULCH LAYER. REFER TO PLANTING SPECIFICATIONSFOR DEPTHLEGEND1.PVC SCH 80 TEE FITTING, MAINLINE SIZE,TYP.2.PVC MAINLINE. REFER TO LEGEND FORTYPE3.PVC SCH 80 TEE SLIP FITTING, TYP.4.12" STANDARD RECTANGULARSPECIFICATION GRADE VALVE BOX. HEATBRAND "BV" ON LID. TYP.5.1/4" "FERTILIZER OUT" TUBE6.EZ-FLO BALL VALVE COUPLINGCONNECTOR, CBV-XXX. MAINLINE SIZE7.EZ-FLO FERTILIZER INJECTOR UNIT,REFER TO LEGEND FOR MODEL AND SIZE8.1/4" "WATER IN" TUBE9.RECTANGULAR SPECIFICATION GRADEVALVE BOX. HEAT BRAND "FERT" ON LID.REFER TO LEGEND FOR SPECIFICATION.FIT FERTILIZER UNIT WITHIN FOR EASYREMOVAL. MINIMUM 3" CLEARANCE ONALL SIDES OF UNIT10.LASCO FULL BLOCK TRUE UNION PVCBALL VALVE WITH TEFLON SEATS ANDEPDM O-RINGS, MODEL VXX101N.MAINLINE SIZE. (3 REQ.)11.WATER FLOW DIRECTION12.IRRIGATION MAINLINE FROM P.O.C. /BACKFLOW ASSEMBLY. REFER TO PLANFOR MAINLINE SIZE. REFER TO LEGENDFOR TYPE13.PVC SCH 80 EL FITTING, TYP.PLAN VIEW2321141110131245678912347568910111213SCALE:DFERTIGATION INJECTOR W/ BYPASSN.T.S.SCALE:AWIRE CONNECTIONN.T.S.SECTION/ELEVATIONLEGEND1.LOW VOLTAGE WIRES2.POLY TUBE PRE-FILLED WITHWATERPROOF GEL3.WIRE CONNECTOR. WIRESSHALL BE PRE-STRIPPED OF1/2" OF THE INSULATIONPRIOR TO INSERTION INTOTHE CONNECTOR. TWISTCONNECTOR ONTO WIRES TOSEAT FIRMLY.123 CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.13IRRIGATIONDETAILSSCALE:GTREE DRIP MANIFOLD INSTALLATIONN.T.S.SCALE:FTREE DRIP EMITTER MANIFOLD ASSEMBLYN.T.S.SCALE:ETREE DRIP SYSTEMS PVC LATERAL LAYOUTN.T.S.SCALE:BPEDESTAL MOUNT CONTROLLER ASSEMBLYN.T.S.SCALE:ACONTROLLER GROUNDINGN.T.S.SCALE:CVALVE BOX LOCATION / MARKINGN.T.S.INSIDE VIEW OFXERI-BIRD 8SECTION/ELEVATIONLEGEND1.1/4-INCH TUBING STAKE: RAIN BIRD, MODELTS-025. QTYS. - ONE PER EMITTER. SEE EMITTERTABLE FOR QUANTITY OF EMITTERS PER PLANT2.PVC LATERAL PIPE3.3/4" CRUSHED GRAVEL, MIN. 3" DEPTH4.PVC SCH 40 TEE/ELL FITTING5.PVC SCH 80 NIPPLE, 1/2" x 4" LENGTH6.RETROFIT PRESSURE REGULATOR, RAIN BIRD,MODEL PRS-050-307.1/4" DISTRIBUTION TUBING: RAIN BIRD, MODEL XQ8.AMENDED SITE SOIL9.FINISH GRADE10.MULCH LAYER. REFER TO LANDSCAPESPECIFICATIONS FOR TYPE AND DEPTH11.MULTI-OUTLET EMISSION DEVICE: RAIN BIRDXERIBIRD 8, MODEL XBD-80 (W/O EMITTERS)12.7-INCH VALVE BOX: RAIN BIRD, MODEL SEB-XB13.DIFFUSER BUG CAP: RAIN BIRD MODEL DBC-025(TYP.)14.EMITTER: RAIN BIRD MODELS. SEE EMITTERTABLE FOR TYPE AND QUANTITY OF EMITTERSPER PLANTNOTES:A.COIL ADDITIONAL 9-INCHES OF 1/4" TUBING IN VALVE BOX TOFACILITATE MAINTENANCE.B.INSTALLED VALVE BOX HEIGHT AT 1/2" ABOVE MULCH COVER.1/2"2"10"-12"2346781109111213145FFFFLEGEND1.MAINLINE, REFER TO LEGEND FOR TYPE.2.DRIP ZONE CONTROL VALVE ASSEMBLY, REFER TO LEGEND FOR SPECIFICATION3.1/2" SCH 40 PVC SUB-LATERAL PIPE TO DRIP MANIFOLD ASSEMBLY, TYPICAL4.SCH 40 PVC LATERAL 'BACKBONE' PIPE, TYPICAL. REFER TO PLAN FOR SIZES5.MULTI-EMISSION MANIFOLD DEVICE PLACEMENT EXAMPLE6.FLUSH VALVE WITHIN 7" ROUND VALVE BOX, TYPICAL. SEE DETAIL L-105/2NOTES:A.CONTRACTOR SHALL ROUTE LATERAL PIPE THROUGHOUT ZONE USING BEST INSTALLATION PRACTICES.B.PLACE MULTI-EMISSION MANIFOLD AT MINIMUM THIRTY SIX (36") INCHES FROM TREE/PALM ROOTBALL, TYPICAL.2354346143SCALE:DPOP-UP SPRINKLERN.T.S.C10'8'10'TOP VIEWLEGEND1.CONTROLLER ASSEMBLYPEDESTAL2.#6 AWG SOLID BARE COPPERWIRE3.U.L. APPROVED 5/8"x8' COPPERGROUND ROD WITH CADWELD'ONE-SHOT' CONNECTION4.10" ROUND SPECIFICATION GRADEVALVE BOX5.4"x96" COPPER GROUND PLATE,U.L. APPROVEDPLAN VIEW125324LEGEND1.CONTROLLER ASSEMBLYPEDESTAL. REFER TOLEGEND FORSPECIFICATION2.PVC ELECTRICAL SWEEPELL (1-½" OR LARGER)3.#6 AWG SOLID BARECOPPER WIRE4.U.L. APPROVED 4"x96"COPPER GROUND PLATE5.GROUNDINGENHANCEMENT EARTHCONTACT MATERIAL. SEENATIONAL ELECTRIC CODEFOR SPECIFICATION6.5/8"x8' COPPER CLADGROUND ROD, U.L.APPROVED7.CADWELD 'ONE-SHOT'CONNECTION8.10" ROUND SPECIFICATIONGRADE VALVE BOX12"NOTE:A.INSTALL 10" ROUNDSPECIFICATION GRADE VALVEBOX OVER ROD WITH TOP OFGROUND ROD EXPOSED WITHCADWELD 'ONE-SHOT'CONNECTION8712334655 SIDE VIEWSECTION/ELEVATIONNOTES:A.PLACE MULTI-OUTLET DRIP MANIFOLD MINIMUMTHIRTY SIX (36") INCHES FROM EDGE OF ROOTBALL.ADJUST PER ROOTBALL SIZE, TYPICAL. INSTALLREQUIRED AMOUNT OF EMITTERS, TUBING, AND BUGCAPS PER EMITTER TABLE. NUMBER OF EMITTERS INDETAIL ARE FOR EXAMPLE ONLY.B.SLOPED AREAS: PLACE EMITTERS OFF-CENTER ONUPHILL SIDE OF TREE DEPENDING ON STEEPNESS,TO ALLOW WATER TO FLOW ACROSS ROOTBALLFOR MAXIMUM EFFECTIVE WATER USE.C.ROUTE 1/4" TUBING AROUND ROOTBALL ALONGOUTSIDE EDGE. DO NOT CROSS ROOTBALL AT ANYTIME.D.INSTALL RAIN BIRD U-STAKES, MODEL TDS-050 OVER1/4" TUBING 4"-6" BEHIND EMITTER STAKE AND 1'O.C. (MIN. 2 STAKES PER 1/4" EMITTER TUBING)AROUND ROOTBALL AT EDGE TO ELIMINATE TUBINGMOVEMENT.E.ALL 1/4" TUBING SHALL BE BURIED TO A MINIMUMDEPTH OF 2" BELOW SOIL SURFACE. EMITTEROUTLET AND BUG CAP SHALL BE PLACED AT GRADE.LEGEND1.1/4" DISTRIBUTION TUBING: RAIN BIRD,MODEL XQ2.MULTI-OUTLET EMISSION DEVICE:RAIN BIRD XERI-BIRD 8, MODEL XBD-80(INSTALL APPROPRIATE EMITTERS)INSTALLED WITHIN 7" SPECIFICATIONGRADE VALVE BOX3.1/2" PVC SCH 40 LATERAL LINE PIPE4.PVC SCH 40 LATERAL LINE PIPE, SEESPECIFICATIONS FOR DEPTHREQUIREMENTS5.GALVANIZED TIE-DOWN TUBINGU-STAKE: RAIN BIRD, MODEL TDS-0506.1/4-INCH TUBING STAKE: RAIN BIRD,MODEL TS-0257.ROOTBALL OF TREE8.DIFFUSER BUG CAP: RAIN BIRDMODEL DBC-025# OF EMITTERS2 - 2 GPH15 GAL. TREEPLANT SIZE24" BOX TREE4 - 2 GPHTREE EMITTER TABLE (SUN)48" BOX TREE6 - 5 GPH60" BOX TREE6 - 7 GPH36" BOX TREE4 - 5 GPH72" BOX TREE6 - 10 GPH84" BOX TREE8 - 12 GPH1287654DRIP SYSTEM NOTES:A.EMITTER TABLE AT RIGHT IS ESTIMATED EMITTER QUANTITIES ANDFLOWS. CONTRACTOR SHALL INSTALL EMITTERS AS SHOWN ATINITIAL INSTALLATION.B.ALL LATERAL LINES FOR DRIP ZONES SHALL BE PVC SCH 40 PIPE.C.SUB-LATERAL PIPING AS SHOWN IN DETAIL SHALL BE 1/2" SCH 40PIPE. 'BACKBONE' LATERALS SHALL BE PER PLAN SIZE.D.CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ONTHE ACTUAL PLANT COUNT AND THE EMITTER TABLE SHOWNABOVE.E.VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THELANDSCAPE PLANS PRIOR TO BIDDING OR COMMENCING WORK.F.POST PLANT INSTALLATION: IT SHALL BE THE RESPONSIBILITY OFLANDSCAPE CONTRACTOR TO REVISE EMITTER SIZES AS MAY BENEEDED TO PROVIDE ANY WATER VOLUME ADJUSTMENTS FORHEALTHY PLANT GROWTH. THIS TASK SHALL BE COMPLETED AFTERTHREE WEEKS OF PLANT OBSERVATIONS AFTER THE INITIALINSTALLATION AND AGAIN ONE WEEK BEFORE MAINTENANCEPERIOD IS COMPLETED. THESE EMITTER CHANGES AND FINE TUNEADJUSTMENTS SHALL BE CARRIED OUT AFTER CONSULTATION ANDREVIEW OF WATER NEEDS WITH THE IRRIGATION CONSULTANT ANDLANDSCAPE ARCHITECT.32"1/2"1/2"234SECTION/ELEVATION567LEGEND1.FINISH GRADE2.MULCH LAYER*, REFER TOLANDSCAPE SPECIFICATIONS FORTYPE AND DEPTH3.POP-UP SPRINKLER. REFER TOLEGEND FOR TYPE4.1/2" MARLEX EL FITTING, PART OFSWING ASSEMBLY.5.HUNTER MANUFACTURED SWINGASSEMBLY; 12" MIN. LAY LENGTH,SIZE PER SPRINKLER INLETMODEL SJ-512 - 1/2" INLETMODEL SJ-712 - 3/4" INLET6.PVC SCH 40 SxSxT TEE OR SxT EL7.PVC LATERAL PIPENOTES:A.USE TEFLON TAPE ON ALL EXPOSED THREADS.B.WHERE A MULCH LAYER IS USED AS GROUND COVER INSTALL TOP OF SPRINKLER BODY 1/2" ABOVEMULCH COVER, AT NO TIME SHALL MULCH BURY THE CAP.C.WHEN MULCH LAYER IS NOT PRESENT INSTALL TOP OF SPRINKLER BODY 2" ABOVE FINISH GRADE.D.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.E.INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS.F.INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS.G.INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS, WALLS, AND FENCES.H.INSTALL SPRINKLER HEADS PLUMB.I.ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTOPAVING, FENCES, WALLS, OR BUILDINGS. DO NOT SCALE DRAWINGS.LEGEND1.'RCV' HEAT BRANDED ON TO VALVE BOX LID2.APPROPRIATE STATION NUMBER HEAT BRANDED ON TOVALVE BOX LID3.RECTANGULAR SPECIFICATION GRADE VALVE BOX, TYP.4.'QCV' HEAT BRANDED ON TO VALVE BOX LID5.HEAT BRAND 'FV' WITH DRIP ZONE 'RCV #' ON ALL DRIPSYSTEM FLUSH VALVE BOX LIDS6.10" ROUND SPECIFICATION GRADE QUICK COUPLERVALVE BOX, TYP.7.7" ROUND DRIP VALVE BOX, TYP.12"12"12" TYP.12"12"PLAN VIEWRCVRCVQCV A1RCV A2A3NOTES:A.CENTER VALVE BOX OVER REMOTECONTROL VALVE TO FACILITATESERVICING VALVE.B.SET RCV AND VALVE BOX ASSEMBLY INGROUND-COVER/SHRUB AREA WHEREPOSSIBLE.C.SET BOXES PARALLEL TO EACH OTHERAND PERPENDICULAR TO EDGE.D.AVOID HEAVILY COMPACTING SOILAROUND VALVE BOXES TO PREVENTCOLLAPSE AND DEFORMATION OFVALVE BOXES.EDGE OF PAVING / PLANTER46321FV5RCV#7LEGEND1.IRRIGATION CONTROLLER,INSTALLED WITHIN ENCLOSURE,REFER TO LEGEND FORSPECIFICATION2.CONTROLLER ENCLOSURETERMINAL STRIP FOR REMOTECONTROL VALVE WIRE CONNECTION3.FRONT OPENING STAINLESS STEELPEDESTAL. REFER TO LEGEND FORSPECIFICATION4.12" RISER PEDESTAL EXTENSION.REFER TO LEGEND FORSPECIFICATION5.120 VOLT SERVICE IN ELECTRICALCONDUIT6.PREFORMED ALUMINUM PAD, PARTOF 'QUICKPAD' ASSEMBLY7.V.I.T. PRODUCTS (STRONGBOX)ENCLOSURE MOUNTING PAD;'QUICKPAD' WITH PREFORMEDALUMINUM PAD, PLASTIC BASE ANDALL STAINLESS STEEL HARDWARE8.2" SCH 40 ELECTRICAL CONDUITWITH SWEEP ELL FOR CONTROLWIRES9.3/4" SCH 40 ELECTRICAL CONDUITWITH SWEEP ELL FOR HARDWIREDPHONE COMMUNICATION LINE,INSTALL ONLY IF REQUIRED10.3" SCH 40 ELECTRICAL CONDUITWITH SWEEP EL FOR GROUND WIRE11.#6 AWG GROUND WIRE. PROVIDEONE WIRE EACH TO GROUND RODAND TO GROUND PLATE. (PLATE NOTSHOWN)12.3/4" SCH 40 ELECTRICAL CONDUITWITH SWEEP ELL FOR FLOW SENSORCABLE. INSTALL ONLY IF SEPARATEFLOW SENSOR WIRES AREREQUIRED13.SCH 40 ELECTRICAL CONDUIT WITHSWEEP ELL FOR 117 VAC POWER -SIZE PER ELECTRICALREQUIREMENTS14.FILL BASE OF 'QUICKPAD' WITH 3/4"CRUSHED GRAVEL TO TOP OF BASEUNIT15.COMPACTED SITE SOIL16.COPPER GROUND ROD, MINIMUMSPECIFICATION: 5/8"X8' WITHCADWELD 'ONE-SHOT' CONNECTION.INSTALL INSIDE A 10" ROUND BOX,GROUND ROD TO BE LOCATEDWITHIN 8' TO 15' OF CONTROLLER.CONTRACTOR SHALL INSTALL PERCONTROLLER MANUFACTURER'SSPECIFICATION. (GROUNDPLATE/WIRE NOT SHOWN. REFER TOGROUNDING DETAIL)17.10" ROUND SPECIFICATION GRADEVALVE BOX18.ON/OFF SWITCH AND GFI OUTLETRECEPTACLE AS PART OFENCLOSURE ASSEMBLY19.GROUND PLATE WITH CONNECTIONNOT SHOWNNOTES:A.CONTROLLER GROUNDING SYSTEMSHALL REQUIRE A COPPER CLADGROUND PLATE (NOT SHOWN HERE)IN ADDITION TO THE 8' GROUND ROD.PLATE SIZES MAY BE 1/32" x 4" x 96"OR 1/32" x 18" x 24" IN SIZE. REFER TOLEGEND FOR SPECIFICATION ANDGROUNDING DETAILS WITHINPACKAGE FOR ADDITIONALINFORMATION.B.GROUNDING RODS AND PLATESSHALL BE COMPLETELYSURROUNDED WITH MINIMUM 1 INCHTHICKNESS OF GROUNDINGENHANCEMENT MATERIAL PERGROUNDING EQUIPMENTMANUFACTURERS. REFER TOMANUFACTURERS SPECIFICATIONSFOR ADDITIONAL INFORMATION.36"12"18"SECTION VIEW161715131211101464321878915 CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.14IRRIGATIONDETAILSSCALE:CRCV ASSEMBLY FOR DRIPLINE & PT. SRC. ZONES (21-30 GPM)N.T.S.SCALE:ARCV ASSEMBLY FOR DRIPLINE & PT. SRC. ZONES (1-20 GPM)N.T.S.2"1/2"SECTION/ELEVATIONLEGEND1.LATERAL LINE PIPE. SIZE PER PLANS2.1" PVC SCH 80 UNION3.1" NETAFIM DISC FILTER WITH 140 MESH (BLK)RINGS, MODEL DF100-1404.1" REMOTE CONTROL VALVE5.1" PVC SCH 80 UNION6.1"x3" PVC SCH 80 NIPPLE (4 REQ.)7.3/4" CRUSHED GRAVEL, MIN. 5" DEPTH8.LANDSCAPE FABRIC9.MAINLINE / MANIFOLD PIPE: DEPTH PERSPECS.10.MAINLINE PVC SCH 80 FITTING-REDUCING.USE PVC BUSHING ON RCV OUTLET ASREQUIRED TO DOWNSIZE PIPE11.NOMINAL SIZE SOLID BRICK (MIN. 6 REQ.)12.RAIN BIRD JUMBO VALVE BOX 6.75"EXTENSION, MODEL VBJMB6EXTB13.SIZE RISER PIPE PER OUTLET LATERAL SIZE14.PVC SCH 80 EL, SIZE PER #1115.PVC SCH 40 SS COUPLING, SIZE PER #1116.PVC SCH 40 BUSHING, SxT17.1" THREADED PVC BALL VALVE. REFER TOLEGEND FOR SPECIFICATION18.CONTROL WIRES: PROVIDE 24" COIL OF WIREAT VALVE19.WIRE SPLICE CONNECTION20.RCV ID TAG21.1" NETAFIM 40 PSI PRESSURE REGULATOR,MODEL WRPR1-4022.1" PVC SCH 40 MALE ADAPTER (REDUCING)Mipt x Socket. OUTLET SIZE PER LATERAL PIPESIZE. REFER TO PLAN FOR SIZE23.RAIN BIRD JUMBO RECTANGULARSPECIFICATION GRADE VALVE BOX. HEATBRAND 'RCV' AND ZONE # ON LID24.FINISH GRADE32019816151418231110172" MIN.6" MAX.TO DRIP SYSTEMNOTES:A.SET TOP OF VALVEBOX 1/2" ABOVEFINISHED GRADE INTURF AREAS.B.IN SHRUB AREASINSTALL VALVEBOX 2" ABOVE SOILLEVEL OR 1"ABOVE MULCHLAYER,WHICHEVER ISHIGHER.2" MIN.2413122217456921262"1/2"SECTION/ELEVATIONLEGEND1.LATERAL LINE PIPE: SIZE PER PLANS2.1-1/2" PVC SCH 80 UNION3.1-1/2" NETAFIM DISC FILTER WITH 140 MESH(BLK) RINGS, MODEL DF150-1404.1-1/2" REMOTE CONTROL VALVE5.1-1/2" PVC SCH 80 UNION6.1-1/2"x3" PVC SCH 80 NIPPLE (3 REQ.)7.3/4" CRUSHED GRAVEL, MIN. 5" DEPTH8.LANDSCAPE FABRIC9.MAINLINE / MANIFOLD PIPE: DEPTH PERSPECS.10.MAINLINE PVC SCH 80 FITTING-REDUCING. USEPVC BUSHING ON RCV OUTLET AS REQUIREDTO DOWNSIZE PIPE11.NOMINAL SIZE SOLID BRICK (MIN. 6 REQ.)12.RAIN BIRD JUMBO VALVE BOX 6.75"EXTENSION, MODEL VBJMB6EXTB13.SIZE RISER PIPE PER OUTLET LATERAL SIZE14.PVC SCH 80 EL, SIZE PER #11. USE 1-1/2" SF ELWHEN RISER PIPE IS 1-1/2" SIZE15.PVC SCH 40 SS COUPLING, SIZE PER #11. NOTREQUIRED WHEN RISER PIPE IS 1-1/2" SIZE16.PVC SCH 40 BUSHING, SxT. NOT REQUIREDWHEN RISER PIPE IS 1-1/2" SIZE17.1-1/2" THREAED PVC BALL VALVE. REFER TOLEGEND FOR SPECIFICATION18.CONTROL WIRES: PROVIDE 24" COIL OF WIREAT VALVE19.WIRE SPLICE CONNECTION20.RCV ID TAG21.1-1/2" THRD. PVC COUPLING-SPECIALREINFORCED (cheaper than SCH80)22.1-1/2" NETAFIM 45 PSI PRESSURE REGULATOR,MODEL PRV15045V2K23.PVC REDUCING (as required) MALE ADAPTER:OUTLET SIZE PER DRIP ZONE LATERAL.24.RAIN BIRD JUMBO RECTANGULARSPECIFICATION GRADE VALVE BOX. HEATBRAND 'RCV' AND ZONE # ON LID25.FINISH GRADE32019916151418241110172" MIN.6" MAX.TO DRIP SYSTEMNOTES:A.SET TOP OF VALVEBOX 1/2" ABOVEFINISHED GRADE INTURF AREAS.B.IN SHRUB AREASINSTALL VALVEBOX 2" ABOVE SOILLEVEL OR 1"ABOVE MULCHLAYER,WHICHEVER ISHIGHER.2" MIN.25131222232174568126"2"SECTION/ELEVATIONLEGEND1.RECTANGULAR SPECIFICATIONGRADE VALVE BOX WITH BOLTDOWN COVER. BOX TO BEPLACED AT RIGHT ANGLE TOHARDSCAPE EDGE. HEAT BRAND"PB" ONTO LID2.FLOW SENSOR WIRE3.FINISH GRADE4.36" WIRE EXPANSION LOOPTYPICAL5.BRICK SUPPORTS6.PVC ELECTRICAL SWEEP EL7.LANDSCAPE FABRIC8.3/4" CRUSHED GRAVEL, MIN. 6"DEPTH1/2"5678241NOTES:A.PROVIDE WIRE JUNCTION/PULL BOX AT EVERY CHANGE OF DIRECTIONAND AT MAXIMUM 200 FOOT INTERVALS.B.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS.C.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVEL OR 1/2"ABOVE MULCH LAYER, WHICHEVER IS HIGHER.32"1"2" MIN.LEGEND1.BRASS HOSE/PIPE ADAPTER,ARROWHEAD BRASS/CHAMPIONIRRIGATION PRODUCTS, MODEL #10F(3/4" MALE HOSE THREAD TO 1/2" MALEPIPE THREAD)2.7" ROUND SPECIFICATION GRADEVALVE BOX, HEAT BRAND "FV" ONTOLID3.FINISH GRADE4.1/2" PVC SCH 80 THREADED BALLVALVE. REFER TO LEGEND FORSPECIFICATION5.SCH 80 PVC NIPPLE 1/2" x LENGTH ASREQUIRED6.LANDSCAPE FABRIC7.SUB-SURFACE TUBING DRIP ZONES:PVC SCH 40 PIPE FROM DRIP ZONEMANIFOLD 'FOOTER'. MANIFOLD PIPESIZE BASED ON ZONE FLOW. REFER TOLEGEND FOR SIZES.POINT SOURCE DRIP ZONES: PIPEFROM PVC 'BACKBONE' PIPE. REFER TOPLAN FOR SIZE. SEE DETAIL ON SHEETL-106/48.3/4" CRUSHED GRAVEL, MIN. 5"-6"DEPTH9.PVC SLIP (LINE SIZE) x 1/2" THREAD ELL(SF)10.(#3) 3/8" x 24" REBAR STAKE11.STAINLESS STEEL CLAMPS, TYPICALSECTION/ ELEVATIONNOTES:A.INSTALL ONE (1) FV FOR MAXIMUM OF EVERY 800 FEET OFTUBING, OR PART THEREOF, IN ANY ZONE.B.INSTALL IN LOCATIONS AS DESCRIBED IN THE LEGEND ANDDRIPLINE INSTALLATION DETAILS.C.DUE TO FIELD CHANGES OR OTHER REASONS TOTAL FVSYMBOLS SHOWN ON PLAN MAY NOT EQUAL TOTALQUANTITY OF FV'S REQUIRED.D.CONTRACTOR SHALL REVIEW DRIP ZONE AREA AND LAYOUTTO DETERMINE EXACT QUANTITY OF FV'S TO INSTALL.E.SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURFAREAS.F.IN SHRUB AREAS INSTALL VALVE BOX 2" ABOVE SOIL LEVELOR 1" ABOVE MULCH LAYER, WHICHEVER IS HIGHER.12451167891031/2"SCALE:DTREE ZONE FLUSH VALVE ASSEMBLYN.T.S.SCALE:EXXXXXXXXN.T.S.SCALE:BFLOW SENSOR WIRE PULL BOXN.T.S. CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.15IRRIGATIONDETAILSSECTION 02810IRRIGATION SYSTEMPART 1 - GENERAL1.1DESCRIPTION OF WORKA.FURNISH ALL MATERIALS, LABOR,TRANSPORTATION, SERVICES, AND EQUIPMENTNECESSARY TO INSTALL LANDSCAPEIRRIGATION AS SHOWN ON THE DRAWINGS ANDAS SPECIFIED HEREIN.1.2DEFINITIONSA.THE OWNER'S AUTHORIZED REPRESENTATIVEIN THIS SECTION WILL REFER TO THELANDSCAPE ARCHITECT.1.3REQUIREMENTS OF REGULATORY AGENCIESA.ALL LOCAL, MUNICIPAL AND STATE LAWS, ANDRULES AND REGULATIONS GOVERNING ORRELATING TO ANY PORTION OF THIS WORK AREHEREBY INCORPORATED INTO AND MADE APART OF THIS SPECIFICATION, AND ITSPROVISIONS SHALL BE CARRIED OUT BY THECONTRACTOR. ANYTHING CONTAINED IN THISSPECIFICATION SHALL NOT BE CONSTRUED TOCONFLICT WITH ANY OF THE ABOVE RULES ANDREGULATIONS OR REQUIREMENTS OF THESAME. HOWEVER, WHEN THE DRAWINGS ANDSPECIFICATIONS CALL FOR OR DESCRIBEMATERIALS, WORKMANSHIP, ORCONSTRUCTION OF A BETTER QUALITY, HIGHERSTANDARD, OR LARGER SIZE THAN ISREQUIRED BY THE ABOVE RULES ANDREGULATIONS, THE PROVISIONS OF THEDRAWINGS AND SPECIFICATIONS SHALL TAKEPRECEDENCE.1.4QUALITY CONTROLA.MANUFACTURER'S DIRECTIONS1.THE MANUFACTURER'S DIRECTIONS ANDDRAWINGS SHALL BE FOLLOWED IN ALLCASES WHERE THE MANUFACTURERS OFARTICLES USED IN THIS SPECIFICATION,FURNISH DIRECTIONS COVERING POINTSNOT SHOWN IN THE DRAWINGS ANDSPECIFICATIONS.B.PERMITS, FEES, BONDS AND INSPECTIONS1.THE CONTRACTOR SHALL PAY FOR ANYAND ALL PERMITS, FEES, BONDS ANDINSPECTIONS NECESSARY TO PERFORMAND COMPLETE HIS PORTION OF THEWORK.C.EXPLANATION OF THE DRAWINGS1.DUE TO THE SCALE OF THE DRAWINGS, ITIS NOT POSSIBLE TO INDICATE ALLOFFSETS, FITTINGS, SLEEVES, ETC. WHICHMAY BE REQUIRED. THE CONTRACTORSHALL CAREFULLY INVESTIGATE THESTRUCTURAL AND FINISHED CONDITIONSAFFECTING ALL OF HIS WORK AND PLANHIS WORK ACCORDINGLY, FURNISHINGSUCH FITTINGS, ETC. AS MAY BE REQUIREDTO MEET SUCH CONDITIONS. THEDRAWINGS ARE DIAGRAMMATIC ONLY ANDARE INDICATIVE OF THE WORK TO BEINSTALLED. THE WORK SHALL BEINSTALLED IN SUCH A MANNER AS TOAVOID CONFLICTS BETWEEN IRRIGATIONSYSTEMS, PLANTING, AND ARCHITECTURALFEATURES.2.ALL WORK CALLED FOR ON THE DRAWINGSBY NOTES OR DETAILS SHALL BEFURNISHED AND INSTALLED WHETHER ORNOT SPECIFICALLY MENTIONED IN THISSPECIFICATION.3.THE CONTRACTOR SHALL NOT WILLFULLYINSTALL THE IRRIGATION SYSTEM ASSHOWN ON THE DRAWINGS WHEN IT ISOBVIOUS IN THE FIELD THATOBSTRUCTIONS, GRADE DIFFERENCES ORDISCREPANCIES IN AREA DIMENSIONSEXIST THAT MIGHT NOT HAVE BEENCONSIDERED IN ENGINEERING. SUCHOBSTRUCTIONS OR DIFFERENCES SHOULDBE BROUGHT TO THE ATTENTION OF THEOWNER'S AUTHORIZED REPRESENTATIVE.IN THE EVENT THIS NOTIFICATION IS NOTPERFORMED, THE CONTRACTOR SHALLASSUME FULL RESPONSIBILITY FOR ANYREVISIONS.1.5SUBMITTALSA.MATERIALS LIST1.THE CONTRACTOR SHALL FURNISH THEARTICLES, EQUIPMENT, MATERIALS, ORPROCESSES SPECIFIED BY NAME IN THEDRAWINGS AND SPECIFICATIONS. NOSUBSTITUTION WILL BE ALLOWED WITHOUTPRIOR WRITTEN APPROVAL BY THEOWNER'S AUTHORIZED REPRESENTATIVE.2.COMPLETE MATERIAL LIST SHALL BESUBMITTED PRIOR TO PERFORMING ANYWORK. MATERIAL LIST SHALL INCLUDE THEMANUFACTURER, MODEL NUMBER ANDDESCRIPTION OF ALL MATERIALS ANDEQUIPMENT TO BE USED. ALTHOUGHMANUFACTURER AND OTHER INFORMATIONMAY BE DIFFERENT, THE FOLLOWING IS AGUIDE TO PROPER SUBMITTAL FORMAT:ITEM NO. DESCRIPTION MANUFACTURER MODEL NO.1. BACKFLOW ASSEMBLYFEBCO 825Y2. GATE VALVENIBCOT-1133. ETC.ETC. ETC.THE IRRIGATION SUBMITTAL LIST MUST BESPECIFIC AND COMPLETE. ALL ITEMS MUST BELISTED AND SHOULD INCLUDESOLVENT/PRIMER, WIRE, WIRE CONNECTORS,VALVE BOXES, ETC. NO COPIES OFMANUFACTURER'S LITERATURE (CATALOGCUTS) ARE REQUIRED AS SUBMITTALINFORMATION.3.THE CONTRACTOR MAY SUBMITSUBSTITUTIONS FOR EQUIPMENT ANDMATERIALS LISTED ON THE DRAWINGS BYFOLLOWING PROCEDURES AS OUTLINED INSECTION 1.6 OF THIS SPECIFICATION.4.EQUIPMENT OR MATERIALS INSTALLED ORFURNISHED WITHOUT PRIOR APPROVAL OFTHE OWNER'S AUTHORIZEDREPRESENTATIVE MAY BE REJECTED ANDTHE CONTRACTOR REQUIRED TO REMOVESUCH MATERIALS FROM THE SITE AT NOCOST TO THE OWNER.5.APPROVAL OF ANY ITEM, ALTERNATE ORSUBSTITUTE INDICATES ONLY THATTHEPRODUCT OR PRODUCTS APPARENTLYMEET THE REQUIREMENTS OF THEDRAWINGS AND SPECIFICATIONS ON THEBASIS OF THE INFORMATION OR SAMPLESSUBMITTED.6.MANUFACTURER'S WARRANTIES SHALLNOT RELIEVE THE CONTRACTOR OF HISLIABILITY UNDER THE GUARANTEE. SUCHWARRANTIES SHALL ONLY SUPPLEMENTTHE GUARANTEE.B.RECORD DRAWINGS OR "AS-BUILTS"1.THE CONTRACTOR SHALL PROVIDE ANDKEEP UP TO DATE AT ALL TIMES, ACOMPLETE RECORD SET "AS-BUILTS" OFBLUE LINE OZALID PRINTS WHICH SHALL BECORRECTED DAILY AND SHOW EVERYCHANGE FROM THE ORIGINAL DRAWINGSAND SPECIFICATIONS AND THE EXACTINSTALLED LOCATIONS, SIZES, AND KINDSOF EQUIPMENT. PRINTS FOR THISPURPOSES MAY BE OBTAINED FROM THEOWNER'S AUTHORIZED REPRESENTATIVEAT THE CONTRACTOR'S COST. "AS-BUILTS"SHALL BE KEPT ON THE SITE AND SHALL BEUSED ONLY AS A RECORD SET.2."AS-BUILTS" SHALL ALSO SERVE AS WORKPROGRESS SHEETS AND SHALL BE THEBASIS FOR MEASUREMENT AND PAYMENTFOR WORK COMPLETED. "AS-BUILTS" SHALLBE AVAILABLE AT ALL TIMES FOROBSERVATION AND SHALL BE KEPT IN ALOCATION EASILY ACCESSIBLE TO THEOWNER'S AUTHORIZED REPRESENTATIVE.SHOULD THE "AS-BUILT" PROGRESSSHEETS NOT BE AVAILABLE FOR REVIEWOR NOT CURRENT AT THE TIME OF ANYSITE VISIT BY THE OWNER'S AUTHORIZEDREPRESENTATIVE, IT WILL BE ASSUMED NOWORK HAS BEEN COMPLETED AND THECONTRACTOR WILL BE ASSESSED THECOST OF THAT SITE VISIT AT THE CURRENTBILLING RATE OF THE OWNER'SAUTHORIZED REPRESENTATIVE. NO OTHERSITE OBSERVATIONS SHALL TAKE PLACEWITHOUT PRIOR PAYMENT OF THISASSESSMENT.3.THE CONTRACTOR SHALL MAKE NEAT ANDLEGIBLE NOTATIONS ON THE "AS-BUILT"PROGRESS SHEETS DAILY AS THE WORKPROCEEDS, SHOWING THE WORK ASACTUALLY INSTALLED. FOR EXAMPLE,SHOULD A PIECE OF EQUIPMENT BEINSTALLED IN A LOCATION THAT DOES NOTMATCH THE DRAWINGS, THE CONTRACTORMUST INDICATE THAT EQUIPMENT HASBEEN RELOCATED IN A GRAPHIC MANNERSO AS TO MATCH THE ORIGINAL SYMBOLSAS INDICATED IN THE IRRIGATION LEGEND.THE RELOCATED EQUIPMENT ANDDIMENSIONS WILL THEN BE TRANSFERREDTO THE ORIGINAL "AS-BUILTS" AT THEPROPER TIME.4.BEFORE THE DATE OF THE FINALWALKTHROUGH, THE CONTRACTOR SHALLTRANSFER ALL INFORMATION FROM THE"AS-BUILT" PRINTS TO SEPIA MYLAR PLANSPROCURED FROM THE OWNER'SAUTHORIZED REPRESENTATIVE AT THECONTRACTOR'S COST. ALL DRAFTINGSHALL BE DONE WITH WATERPROOFTECHNICAL PEN INK AND APPLIED TO THESEPIA MYLAR BY TECHNICAL DRAFTINGPENS MADE EXPRESSLY FOR USE ONMYLAR SURFACES. DIMENSIONS SHALL BEMADE ON THE SEPIA MYLAR SO AS TO BEEASILY READABLE EVEN ON THE FINALIRRIGATION CONTROLLER CHART. THEORIGINAL SEPIA MYLAR "AS-BUILTS" SHALLBE SUBMITTED TO THE OWNER'SAUTHORIZED REPRESENTATIVE FORAPPROVAL PRIOR TO THE MAKING OF THEIRRIGATION CONTROLLER CHARTS.5.THE CONTRACTOR SHALL DIMENSION FROMTWO (2) PERMANENT POINTS OFREFERENCE, BUILDING CORNERS,SIDEWALK, OR ROAD INTERSECTIONS, ETC.,THE LOCATION OF THE FOLLOWING ITEMS:a.CONNECTION TO EXISTING WATERLINES.b.CONNECTION TO EXISTINGELECTRICAL POWER.c.GATE VALVES.d.ROUTING OF SPRINKLER PRESSURELINES.e.SPRINKLER CONTROL VALVES.f.ROUTING OF CONTROL WIRING.g.QUICK COUPLING VALVES.h.BACKFLOW PREVENTER.i.OTHER RELATED EQUIPMENT.6.ON OR BEFORE THE DATE OF THE FINALWALKTHROUGH, THE CONTRACTOR SHALLDELIVER THE CORRECTED ANDCOMPLETED SEPIA MYLAR "AS-BUILTS" TOTHE OWNER'S AUTHORIZEDREPRESENTATIVE. DELIVERY OF THESEPIA "AS-BUILTS" WILL NOT RELIEVE THECONTRACTOR OF THE RESPONSIBILITY OFFURNISHING REQUIRED INFORMATIONTHAT MAY BE OMITTED FROM THE"AS-BUILTS."C.IRRIGATION CONTROLLER CHARTS1."AS-BUILT" DRAWINGS SHALL BEAPPROVED BY THE OWNER'S AUTHORIZEDREPRESENTATIVE BEFORE IRRIGATIONCONTROLLER CHARTS ARE PREPARED.2.PROVIDE ONE IRRIGATION CONTROLLERCHART FOR EACH IRRIGATIONCONTROLLER SUPPLIED.3.EACH IRRIGATION CONTROLLER CHARTSHALL SHOW THE AREA CONTROLLED BYTHAT IRRIGATION CONTROLLER AND SHALLBE THE MAXIMUM SIZE OF WHICH THEIRRIGATION CONTROLLER DOOR WILLALLOW.4.THE IRRIGATION CONTROLLER CHART IS TOBE A REDUCED DRAWING OF THE ACTUALINSTALLED IRRIGATION SYSTEM. IN THEEVENT THAT THE IRRIGATION CONTROLLERCHART IS NOT LEGIBLE WHEN THE CHARTIS REDUCED, IT MAY BE ENLARGED TO ASIZE THAT WILL BE READABLE WHENREDUCED.5.THE IRRIGATION CONTROLLER CHARTSHALL BE A 11" X 17" XEROX BONDREDUCTION WITH EACH VALVE STATIONREPRESENTED BY A DIFFERENT COLOR.6.WHEN COMPLETED, HERMETICALLY SEALTHE IRRIGATION CONTROLLER CHARTBETWEEN TWO PIECES OF 3 MIL PLASTICWITH A 1/8" EDGE OVERLAP.7.IRRIGATION CONTROLLER CHARTS SHALLBE COMPLETED AND APPROVED BY THEOWNER'S AUTHORIZED REPRESENTATIVEPRIOR TO THE FINAL WALK-THROUGH.D.OPERATION AND MAINTENANCE MANUALS1.PREPARE AND DELIVER TO THE OWNER'SAUTHORIZED REPRESENTATIVE WITHIN 10CALENDAR DAYS PRIOR TO COMPLETIONOF IRRIGATION INSTALLATION, TWO (2) - 3RING HARD COVER BINDERS EACHCONTAINING THE FOLLOWINGINFORMATION:a.INDEX SHEETS STATING THECONTRACTOR'S ADDRESS ANDTELEPHONE NUMBER AND A LIST OFEQUIPMENT WITH THE NAME ANDADDRESSES OF LOCALMANUFACTURER'S REPRESENTATIVES.b.CATALOG AND PART SHEETS ONEVERY MATERIAL AND EQUIPMENTINSTALLED UNDER THIS CONTRACT.c.GUARANTEE STATEMENT.d.COMPLETE OPERATING ANDMAINTENANCE INSTRUCTION ON ALLMAJOR EQUIPMENT.2.IN ADDITION TO THE ABOVE MENTIONEDMAINTENANCE MANUAL, PROVIDE THEOWNER WITH ON-SITE INSTRUCTIONS FORMAJOR EQUIPMENT AND SHOW EVIDENCEIN WRITING TO THE OWNER'S AUTHORIZEDREPRESENTATIVE AT THE CONCLUSION OFTHE PROJECT THAT THIS SERVICE WASRENDERED.E.EQUIPMENT TO BE FURNISHED1.SUPPLY AS A PART OF THIS CONTRACT THEFOLLOWING TOOLS:a.TWO (2) SETS OF SPECIAL TOOLSREQUIRED FOR REMOVING,DISASSEMBLING AND ADJUSTING EACHTYPE OF SPRINKLER AND VALVESUPPLIED ON THE PROJECT.b.TWO (2) FIVE-FOOT VALVE KEYS FOROPERATION OF GATE VALVES.c.TWO (2) KEYS FOR EACH AUTOMATICCONTROLLER AND IRRIGATIONCONTROLLER ENCLOSURE.d.ONE (1) QUICK COUPLER KEY ANDMATCHING HOSE SWIVEL FOR EVERYFIVE (5), OR FRACTION THEREOF, OFEACH TYPE OF QUICK COUPLINGVALVE INSTALLED.2.THE ABOVE MENTIONED EQUIPMENT SHALLBE TURNED OVER TO THE OWNER AT THECONCLUSION OF THE PROJECT. BEFORETHE FINAL WALK-THROUGH SHALL BEPERFORMED, EVIDENCE THAT THE OWNERHAS RECEIVED THIS MATERIAL MUST BESHOWN TO THE OWNER'S AUTHORIZEDREPRESENTATIVE.1.6PRODUCT DELIVERY, STORAGE AND HANDLINGA.HANDLING OF PVC PIPE AND FITTINGS1.THE CONTRACTOR IS CAUTIONED TOEXERCISE CARE IN HANDLING, LOADING,UNLOADING, AND STORING OF PVC PIPEAND FITTINGS. ALL PVC PIPE SHALL BETRANSPORTED IN A VEHICLE WHICHALLOWS THE LENGTH OF PIPE TO LIE FLATSO AS NOT TO SUBJECT IT TO UNDUEBENDING OR CONCENTRATED EXTERNALLOAD AT ANY POINT. ANY SECTION OF PIPETHAT HAS BEEN DENTED OR DAMAGEDWILL BE DISCARDED AND, IF INSTALLED,SHALL BE REPLACED WITH NEW PIPING ATNO COST TO THE OWNER.1.7SUBSTITUTIONSA. IF THE CONTRACTOR WISHES TO SUBSTITUTEANY EQUIPMENT OR MATERIALS FOR THOSEEQUIPMENT OR MATERIALS LISTED ON THEDRAWINGS AND SPECIFICATIONS, HE MAY DOSO BY PROVIDING THE FOLLOWINGINFORMATION TO THE OWNER'S AUTHORIZEDREPRESENTATIVE FOR APPROVAL:1.PROVIDE A STATEMENT INDICATING THEREASON FOR MAKING THE SUBSTITUTION.USE A SEPARATE SHEET OF PAPER FOREACH ITEM TO BE SUBSTITUTED.2.PROVIDE DESCRIPTIVE CATALOGLITERATURE, PERFORMANCE CHARTS ANDFLOW CHARTS FOR EACH ITEM TO BESUBSTITUTED.3.PROVIDE THE AMOUNT OF COST SAVINGSIF THE SUBSTITUTED ITEM IS APPROVED.B. THE OWNER'S AUTHORIZEDREPRESENTATIVE SHALL HAVE THE SOLERESPONSIBILITY IN ACCEPTING OR REJECTINGANY SUBSTITUTED ITEM AS AN APPROVEDEQUAL TO THOSE EQUIPMENT AND MATERIALSLISTED ON THE DRAWINGS ANDSPECIFICATIONS.1.8PRIOR TO START OF THE LANDSCAPEMAINTENANCE PERIODA. THE CONTRACTOR SHALL SUBMIT PROOF OFWARRANTY TO THE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO THE START OF THELANDSCAPE MAINTENANCE PERIOD. ALLCOMPUTERIZED IRRIGATION CONTROL SYSTEMMATERIALS EXCEPT INTERCONNECTCONDUCTORS SHALL HAVE A FIVE-YEARWARRANTY. IT IS THE CONTRACTOR'SRESPONSIBILITY TO OBTAIN THE NECESSARYWARRANTY INSPECTIONS FROM THEEQUIPMENT SUPPLIER. NO INSTALLATIONS WILLBE ACCEPTED WITHOUT PROOF OF WARRANTY.1.9GUARANTEEA. THE GUARANTEE FOR THE IRRIGATIONSYSTEM SHALL BE MADE IN ACCORDANCE WITHTHE ATTACHED FORM.B. A COPY OF THE GUARANTEE FORM SHALL BEINCLUDED IN THE OPERATIONS ANDMAINTENANCE MANUAL.C. THE GUARANTEE FORM SHALL BE RE-TYPEDONTO THE CONTRACTOR'S LETTERHEAD ANDCONTAIN THE FOLLOWING INFORMATION:1.10GUARANTEE FOR SPRINKLER IRRIGATION SYSTEMA.WE HEREBY GUARANTEE THAT THE SPRINKLERIRRIGATION SYSTEM WE HAVE FURNISHED ANDINSTALLED IS FREE FROM DEFECTS INMATERIALS AND WORKMANSHIP, AND THEWORK HAS BEEN COMPLETED IN ACCORDANCEWITH THE DRAWINGS AND SPECIFICATIONS,ORDINARY WEAR AND TEAR AND UNUSUALABUSE, OR NEGLECT EXCEPTED. WE AGREE TOREPAIR OR REPLACE ANY DEFECTS INMATERIAL OR WORKMANSHIP WHICH MAYDEVELOP DURING THE PERIOD OF ONE YEARFROM DATE OF FINAL ACCEPTANCE AND ALSOTO REPAIR OR REPLACE ANY DAMAGERESULTING FROM THE REPAIRING ORREPLACING OF SUCH DEFECTS AT NOADDITIONAL COST TO THE OWNER. WE SHALLMAKE SUCH REPAIRS OR REPLACEMENTSWITHIN A REASONABLE TIME, AS DETERMINEDBY THE OWNER, AFTER RECEIPT OF WRITTENNOTICE. IN THE EVENT OF OUR FAILURE TOMAKE SUCH REPAIRS OR REPLACEMENTSWITHIN A REASONABLE TIME AFTER RECEIPTOF WRITTEN NOTICE FROM THE OWNER, WEAUTHORIZE THE OWNER TO PROCEED TO HAVESAID REPAIRS OR REPLACEMENTS MADE ATOUR EXPENSE AND WE WILL PAY THE COSTSAND CHARGES THEREFORE UPON DEMAND.PROJECT:LOCATION:SIGNED:ADDRESS:PHONE:DATE OF ACCEPTANCE:1.11RULES AND REGULATIONSA.WORK AND MATERIALS SHALL BE INACCORDANCE WITH THE LATEST EDITION OFTHE NATIONAL ELECTRIC CODE, THE UNIFORMPLUMBING CODE AS PUBLISHED BY THEWESTERN PLUMBING OFFICIALS ASSOCIATION,AND APPLICABLE LAWS AND REGULATIONS OFTHE GOVERNING AUTHORITIES.1.12PROTECTION OF WORK AND MATERIALSA.THE CONTRACTOR SHALL PROTECT HIS WORKAND WORK OF OTHERS FOR THE DURATION OFTHE CONTRACT. HE SHALL PROTECT PIPES ANDFITTINGS FROM DIRECT SUNLIGHT, AND AVOIDUNDUE BENDING AND ANY CONCENTRATEDEXTERNAL LOADING. PIPE OR FITTINGS THATHAVE BEEN DAMAGED SHALL NOT BE USED.B.THE CONTRACTOR SHALL EXERCISE EXTREMECARE IN EXCAVATING AND WORKING NEAREXISTING UTILITIES. DAMAGE TO UTILITIESWHICH ARE CAUSED BY CONTRACTOR'SOPERATION SHALL BE THE CONTRACTOR'SRESPONSIBILITY.C.THE CONTRACTOR SHALL TAKE NECESSARYPRECAUTIONS TO PROTECT SITE CONDITIONSAND PLANT MATERIAL THAT IS TO REMAIN.SHOULD DAMAGE TO INCURRED, CONTRACTORSHALL REPAIR DAMAGE TO ITS ORIGINALCONDITION OR FURNISH AND INSTALL EQUALREPLACEMENTS.D.ALL EXISTING IRRIGATION SYSTEMS SHALL BEKEPT IN OPERATION AT ALL TIMES. IF THEEXISTING SYSTEM IS DAMAGED BYCONTRACTOR, HE SHALL BE RESPONSIBLE FORIMMEDIATE REPAIR OF SUCH DAMAGE. AFTEREACH REPAIR, ALL HEADS OF THE REPAIREDSYSTEM SHALL BE REMOVED SO THAT THELINES CAN BE CLEARED OF ALL DIRT ANDFOREIGN MATTER.1.13CORRECTION OF WORKA.ANY AND ALL DISCREPANCIES OFUNSATISFACTORY WORK SHALL BECORRECTED BY THE CONTRACTOR AT NOADDITIONAL EXPENSE TO THE OWNER. THECORRECTION OF WORK SHALL BE FINISHEDWITH A REASONABLE PERIOD MUTUALLYAGREED UPON BETWEEN THE OWNER ANDCONTRACTOR.PART 2 - PRODUCTS2.1GENERALA.USE ONLY NEW MATERIALS OF BRANDS ANDTYPES NOTED ON THE DRAWINGS ORSPECIFICATIONS.2.2PVC PRESSURE MAIN LINE PIPE AND FITTINGSA.CLASS 315 PIPE SHALL BE MADE FROM AN NSFAPPROVED TYPE I, GRADE I, PVC COMPOUNDCONFORMING TO ASTM COMPOUNDSPECIFICATION D1784. ALL PIPE MUST MEETREQUIREMENTS AS SET FORTH IN ASTM D2241(SOLVENT-WELD CLASS PIPE), WITH ANAPPROPRIATE STANDARD DIMENSION (S.D.R.).B.SCHEDULE 40 PIPE SHALL BE MADE FROM NSFAPPROVED TYPE I, GRADE I PVC COMPOUNDCONFORMING TO ASTM COMPOUNDSPECIFICATION D1784. ALL PIPE MUST MEETREQUIREMENTS AS SET FORTH IN ASTM D1785(SOLVENT-WELD SCHEDULE PIPE).C.PVC SOLVENT-WELD FITTINGS SHALL BESCHEDULE 40 OR SCHEDULE 80 (REFER TOIRRIGATION LEGEND FOR SIZING AND TYPEINFORMATION), 1-2, II-I NSF APPROVEDCONFORMING TO ASTM TEST PROCEDURED2466.D.SOLVENT CEMENT AND PRIMER FOR PVCSOLVENT-WELD PIPE AND FITTINGS SHALL BEOF TYPE AND INSTALLATION METHODSPRESCRIBED BY THE MANUFACTURER.E.ALL PVC PIPE MUST BEAR THE FOLLOWINGMARKINGS:1.MANUFACTURER'S NAME.2.NOMINAL PIPE SIZE.3.SCHEDULE OR CLASS.4.PRESSURE RATING IN PSI.5.NSF (NATIONAL SANITATION FOUNDATION)APPROVAL.6.DATE OF EXTRUSION.7.ALL FITTINGS SHALL BEAR THEMANUFACTURER'S NAME OR TRADEMARK,MATERIAL DESIGNATION, SIZE, APPLICABLEIPS SCHEDULE AND NSF SEAL OFAPPROVAL.2.3PVC NON-PRESSURE LATERAL LINE PIPINGA.NON-PRESSURE BURIED LATERAL LINE PIPINGSHALL BE PVC CLASS 200 WITHSOLVENT-WELDED JOINTS.B.NON-PRESSURE LATERAL LINE PIPINGINSTALLED UNDER PAVED AREAS SHALL BEINSTALLED IN A PVC SCHEDULE 40 SLEEVE.C.PIPE SHALL BE MADE FROM NSF APPROVED,TYPE I, GRADE II PVC COMPOUNDCONFORMING TO ASTM COMPOUNDSPECIFICATION D1784. ALL PIPE MUST MEETREQUIREMENTS SET FORTH IN ASTM D2241(SOLVENT-WELD CLASS PIPE) WITH ANAPPROPRIATE STANDARD DIMENSION RATIO.D.EXCEPT AS NOTED IN PARAGRAPHS A, B, C ANDD OF SECTION 2.2, ALL REQUIREMENTS FORNON-PRESSURE LATERAL LINE PIPE ANDFITTINGS SHALL BE THE SAME AS FORSOLVENT-WELD PRESSURE MAIN LINE PIPEAND FITTINGS AS SET FORTH IN THISSPECIFICATION.2.4BRASS PIPE AND FITTINGSA.WHERE INDICATED ON THE DRAWINGS, USERED BRASS SCREWED PIPE CONFORMING TOFEDERAL SPECIFICATION #WW-P-351.B.FITTINGS SHALL BE RED BRASS CONFORMINGTO FEDERAL SPECIFICATION #WW-P-460.2.5BALL VALVESA.BALL VALVES 2" AND SMALLER SHALL BE 125LB. SWP PLACTIC BALL VALVE WITH BLOW-OUTPROOF AND FULL PORT.B.BALL VALVES 2" AND SMALLER SHALL HAVETHREADED ENDS. REFER TO LEGEND FORTYPE.C.ALL BALL VALVES SHALL BE INSTALLED PERIRRIGATION INSTALLATION DETAILS.2.6QUICK COUPLING VALVESA.QUICK COUPLING VALVES SHALL HAVE ABRASS ONE-PIECE (TWO-PIECE FORRECLAIMED WATER SYSTEMS) BODY DESIGNEDFOR A WORKING PRESSURE OF 150 PSI,OPERABLE WITH QUICK COUPLER KEY. KEYSIZE AND TYPE SHALL BE AS INDICATED ONTHE DRAWINGS.2.7BACKFLOW PREVENTION UNITSA.BACKFLOW PREVENTION UNITS SHALL BE OFSIZE AND TYPE INDICATED ON THE DRAWINGS.INSTALL BACKFLOW PREVENTION UNITS INACCORDANCE WITH THE DRAWINGS.B.WYE STRAINERS AT BACKFLOW PREVENTIONUNITS SHALL HAVE A BRONZED SCREWEDBODY WITH 60 MESH STAINLESS STEELSCREEN AND SHALL BE SIMILAR TO THE FEBCO#650A OR APPROVED EQUAL.C.ALL PRESSURE MAINLINE PIPING BETWEEN THEPOINT OF CONNECTION AND THE BACKFLOWPREVENTER SHALL BE INSTALLED ASREQUIRED BY LOCAL CODE. THE CONTRACTORSHALL VERIFY WITH THE LOCAL GOVERNINGBODY AS TO MATERIAL TYPE ANDINSTALLATION PROCEDURES PRIOR TO STARTOF CONSTRUCTION. SUBMIT SHOP DRAWINGFOR APPROVAL.2.8 CHECK VALVESA.SWING CHECK VALVES 2" AND SMALLER SHALLBE 200 POUND WOG BRONZE CONSTRUCTIONWITH REPLACEABLE COMPOSITION, NEOPRENEOR RUBBER DISC AND SHALL MEET OR EXCEEDFEDERAL SPECIFICATION WW-V- 51D, CLASS A,TYPE IV.B.CHECK VALVES SHALL BE OF HEAVY DUTYVIRGIN PVC CONSTRUCTION WITH FIPTHREADED INLETS AND OUTLETS. INTERNALPARTS SHALL BE STAINLESS STEEL ANDNEOPRENE. CHECK VALVES SHALL BE FIELDADJUSTABLE AGAINST DRAW-OUT FROM 5 TO40 FEET OF HEAD. CHECK VALVES SHALL BESIMILAR TO THE KING BROS. INDUSTRIES "CV"SERIES, OR EQUAL.2.9 CONTROL WIREA.CONNECTIONS BETWEEN THE AUTOMATICCONTROLLERS AND THE ELECTRIC CONTROLVALVES SHALL BE MADE WITH DIRECT BURIALCOPPER WIRE AWG-U.F. 600 VOLT. CONTROLWIRES SHALL BE SHALL BE #14 GAUGE AND ADIFFERENT WIRE COLOR FOR EACHAUTOMATIC CONTROLLER. COMMON WIRESSHALL BE #12 GAUGE AND WHITE IN COLORWITH A DIFFERENT COLOR STRIPE FOR EACHAUTOMATIC CONTROLLER. INSTALL WIRES INACCORDANCE WITH VALVE MANUFACTURER'SSPECIFICATIONS AND WIRE CHARTS. IN NOCASE SHALL WIRE SIZE BE LESS THAN #14GAUGE. WIRE COLOR SHALL BE CONTINUOUSOVER ITS ENTIRE LENGTH.B.WIRING SHALL OCCUPY THE SAME TRENCHAND SHALL BE INSTALLED ALONG THE SAMEROUTE AS PRESSURE SUPPLY OR LATERALLINES WHEREVER POSSIBLE.C.WHERE MORE THAN ONE (1) WIRE IS PLACED INA TRENCH, THE WIRING SHALL BE TAPEDTOGETHER AT INTERVALS OF 10 FEET.D.AN EXPANSION CURL SHALL BE PROVIDEDWITHIN THREE (3) FEET OF EACH WIRECONNECTION. EXPANSION CURL SHALL BE OFSUFFICIENT LENGTH AT EACH SPLICECONNECTION AT EACH ELECTRIC CONTROL, SOTHAT IN CASE OF REPAIR, THE VALVE BONNETMAY BE BROUGHT TO THE SURFACE WITHOUTDISCONNECTING THE CONTROL WIRES.CONTROL WIRES SHALL BE LAID LOOSELY INTHE TRENCH WITHOUT STRESS ORSTRETCHING OF THE CONTROL WIRECONDUCTORS.E.ALL SPLICES SHALL BE MADE WITH EITHER 3MDBY/R CONNECTOR OR RAIN BIRD SNAP-TITEWIRE CONNECTOR, OR APPROVED EQUAL. USEONE SPLICE PER CONNECTOR SEALING PACK.A.FIELD WIRE SPLICES BETWEEN THEAUTOMATIC CONTROLLER AND THEELECTRICAL CONTROL VALVES SHALL NOT BEALLOWED WITHOUT PRIOR APPROVAL OF THEOWNER'S AUTHORIZED REPRESENTATIVE.B.WHEN CONTROL WIRING IS TRENCHEDSEPARATELY FROM MAINLINE TRENCHES ACONTINUOUS WARNING TAPE SHALL BEINSTALLED WITH THE WIRING. WARNING TAPE:INERT PLASTIC FILM HIGHLY RESISTANT TOALKALIS, ACIDS, OR OTHER DESTRUCTIVECHEMICAL COMPONENTS LIKELY TO BEENCOUNTERED IN SOILS. THREE INCHES WIDE,COLORED YELLOW, AND IMPRINTED WITH"CAUTION: BURIED ELECTRIC LINE BELOW."C.PROVIDE A 36-INCH EXCESS LENGTH OF WIREIN AN 8-INCH DIAMETER LOOP AT EACH 90DEGREE CHANGE OF DIRECTION, AT BOTHENDS OF SLEEVES, AND AT 100-FOOTINTERVALS ALONG CONTINUOUS RUNS OFWIRING. DO NOT TIE WIRING LOOP.D.INSTALL COMMON GROUND WIRE AND ONECONTROL WIRE FOR EACH REMOTE CONTROLVALVE. MULTIPLE VALVES ON A SINGLECONTROL WIRE ARE NOT PERMITTED. INSTALLONE COMMON WIRE FOR EACH CONTROLLER.MULTIPLE CONTROLLERS WITH ONE COMMONWIRE WILL NOT BE PERMITTED.E.CONTRACTOR SHALL ROUTE TWO ADDITIONAL'CONTROL' WIRES AND ONE ADDITIONAL'COMMON' WIRE ALONG ENTIRE MAINLINEROUTE AND ALONG EACH AND EVERY LEG OFMAINLINE ROUTE. ROUTE WIRES INTO EACHAND EVERY RCV VALVE BOX. WHERE VALVEBOXES ARE GROUPED INTO A MANIFOLD,ROUTE WIRES INTO FIRST VALVE BOX ONMANIFOLD ONLY.2.10AUTOMATIC IRRIGATION CONTROLLERSA.AUTOMATIC IRRIGATION CONTROLLERS SHALLBE OF THE SIZE AND TYPE AS THAT INDICATEDON THE DRAWINGS.B.FINAL LOCATION OF AUTOMATIC IRRIGATIONCONTROLLERS SHALL BE APPROVED BY THEOWNER'S AUTHORIZED REPRESENTATIVE.C.UNLESS OTHERWISE NOTED ON THEDRAWINGS, THE 120 VOLT ELECTRICAL POWERTO THE AUTOMATIC IRRIGATION CONTROLLERSHALL BE FURNISHED BY OTHERS. THE FINALELECTRICAL HOOK-UP SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.D.THE AUTOMATIC IRRIGATION CONTROLLERSHALL BE INCLUDED AS A PART OF THEIRRIGATION CONTROLLER ENCLOSUREASSEMBLY.2.11ELECTRICAL CONTROL VALVESA.ALL ELECTRIC CONTROL VALVES SHALL BE THESAME MANUFACTURER AS THE AUTOMATICCONTROLLERS UNLESS NOTED OTHERWISE ONTHE DRAWINGS.B.ALL ELECTRIC CONTROL VALVES SHALL HAVEA MANUAL FLOW ADJUSTMENT.C.PROVIDE AND INSTALL ONE (1) CONTROLVALVE BOX FOR EACH ELECTRIC CONTROLVALVE.2.12VALVE BOXESA.USE A 10" DIAMETER SPECIFICATION ROUNDVALVE BOX FOR GATE VALVES, BALL VALVES,CONTROL WIRE SPLICES, AND QUICKCOUPLING VALVES AS MANUFACTURED BYRAIN BIRD, MODEL #VB-RND WITH GREEN ORBLACK COVER. EXTENSION SLEEVES SHALL BE6" MINIMUM PVC PIPING MATERIAL.B.USE A RECTANGULAR SPECIFICATION GRADEVALVE BOX FOR ELECTRICAL CONTROLVALVES, MASTER VALVES, FLOW SENSORS,AND CONTROL WIRE PULL BOXES, ASMANUFACTURED BY RAIN BIRD, MODEL#VB-STD WITH A GREEN OR BLACK COVER.C.USE A JUMBO RECTANGULAR SPECIFICATIONGRADE VALVE BOX FOR DRIP ZONE ASSEMBLYCONTROL VALVES, AS MANUFACTURED BYRAIN BIRD, MODEL #VB-JMB WITH A GREEN ORBLACK COVER.D.VALVE BOXES SHALL BE A MINIMUM OF ONE (1)FOOT APART WHEN ARRANGED IN A GROUP ORSIDE BY SIDE, OR UNLESS NOTED OTHERWISEIN THE DRAWINGS.2.13SPRINKLER HEADSA.ALL SPRINKLER HEADS SHALL BE OF THE SAMESIZE, TYPE, AND DELIVER THE SAME RATE OFPRECIPITATION WITH THE DIAMETER (ORRADIUS) OF THROW, PRESSURE, ANDDISCHARGE AS SHOWN ON THE DRAWINGSAND IN THIS SPECIFICATION.B.SPRAY HEADS SHALL HAVE A SCREWADJUSTMENT.C.RISER UNITS SHALL BE FABRICATED INACCORDANCE WITH THE DRAWINGS.D.RISER NIPPLES FOR ALL SPRINKLER HEADSSHALL BE THE SAME SIZE AS THE RISEROPENING IN THE SPRINKLER BODY.E.ALL SPRINKLER HEADS OF THE SAME TYPESHALL BE FROM THE SAME MANUFACTURER.2.14IDENTIFICATION TAGSA.IDENTIFICATION TAGS FOR ELECTRICALCONTROL VALVES, AND OTHER EQUIPMENTASSEMBLIES AS DESIGNATED ON DRAWINGS,SHALL BE MANUFACTURED FROMPOLYURETHANE BEHR DESOPAN. USECHRISTY'S STANDARD TAG HOT STAMPED WITHBLACK LETTERS ON YELLOW (PURPLE, FORRECLAIMED WATER SYSTEMS) BACKGROUND.THE TAGS SHALL BE NUMBERED TO MATCHSTATION IDENTIFICATION AS INDICATED ONDRAWINGS. PROVIDE ONE (1) TAG FOR EACHELECTRIC CONTROL VALVE.B.SPECIAL ORDER TAGS FROM T. CHRISTYENTERPRISES, (714)771-4142.2.15 SLEEVINGA.INSTALL SEPARATE SLEEVE BENEATH PAVEDAREAS TO ROUTE EACH RUN OF IRRIGATIONPIPE OR WIRING BUNDLE.B.SLEEVING MATERIAL BENEATH PEDESTRIANPAVEMENTS - ASTM D3034 PVC GRAVITYSEWER PIPE.C.SLEEVING BENEATH STREETS AND DRIVES -ASTM D3034 PVC GRAVITY SEWER PIPE.D.SLEEVING DIAMETER - EQUAL TO TWICE THATOF THE PIPE OR WIRING BUNDLE. MINIMUMSLEEVING DIAMETER SHALL BE 2 INCHES.E.MARKING STAKES - 2" X 2" X 24" WOOD STAKES.2.16OTHER COMPONENTSA.TOOLS AND SPARE PARTS1. PROVIDE OPERATING KEYS, SERVICINGTOOLS, TEST EQUIPMENT, OTHER ITEMS,AND SPARE PARTS AS INDICATED INOTHER AREAS OF THIS SPECIFICATION.B.OTHER MATERIALS1.PROVIDE OTHER MATERIALS OREQUIPMENT NOT INDICATED ON THEDRAWINGS ORREFERENCED IN THIS SPECIFICATION, ASNECESSARY, TO COMPLETE THEINSTALLATION OF THE IRRIGATIONSYSTEM. CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLI.16IRRIGATIONDETAILSPART 3 - EXECUTION3.1GENERALA.ALL SCALED DIMENSIONS ARE APPROXIMATE.THE CONTRACTOR SHALL CHECK AND VERIFYALL SIZE DIMENSIONS AND RECEIVE THEOWNER'S AUTHORIZED REPRESENTATIVE'SAPPROVAL PRIOR TO PROCEEDING WITH ANYWORK UNDER THIS SPECIFICATION.CONTRACTOR SHALL LOCATE WITH 2" X 2"WOOD STAKES WITH IDENTIFYING MARKINGSFOR ALL PROPOSED LOCATIONS OFELECTRICAL CONTROL VALVE BOXES, GATEVALVE BOXES AND QUICK COUPLER BOXESFOR APPROVAL BY THE OWNER'S AUTHORIZEDREPRESENTATIVE. AFTER LOCATING ALLTHESE ITEMS CONTACT THE OWNER'SAUTHORIZED REPRESENTATIVE FOR REVIEWAND APPROVAL. MINOR ADJUSTMENTS TO THESTAKE LOCATIONS MAY BE REQUESTED OFTHE CONTRACTOR BY THE OWNER'SAUTHORIZED REPRESENTATIVE AT THAT TIME.B.EXERCISE EXTREME CARE IN EXCAVATING ANDWORKING NEAR EXISTING UTILITIES. THECONTRACTOR SHALL BE RESPONSIBLE FORDAMAGES TO THESE UTILITIES WHICH ARECAUSED BY HIS OPERATIONS. CHECK EXISTINGUTILITY DRAWINGS FOR EXISTING UTILITYLOCATIONS.C.COORDINATE INSTALLATION OF SPRINKLERIRRIGATION MATERIALS INCLUDING PIPE, SOTHAT THERE SHALL BE NO INTERFERENCEWITH UTILITIES, CONSTRUCTION ELEMENTS,OR THE PLANTING OF TREES, SHRUBS, ANDGROUND COVERS.D.THE CONTRACTOR SHALL CAREFULLY CHECKALL FINISH GRADES TO SATISFY HIMSELF THATHE MAY SAFELY PROCEED BEFORE STARTINGWORK ON THE IRRIGATION SYSTEM.E.REPORT IRREGULARITIES TO OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TOBEGINNING WORK. BEGINNING OF WORKIMPLIES ACCEPTANCE OF EXISTINGCONDITIONS.3.2SITE PREPARATIONA.PHYSICAL LAYOUT1. PRIOR TO INSTALLATION, THECONTRACTOR SHALL STAKE OUT ALLPRESSURE AND NON-PRESSURE SUPPLYLINES AND THE LOCATION OF ALLSPRINKLER HEADS.2. ALL LAYOUT SHALL BE APPROVED BYTHE OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TOINSTALLATION.B.WATER SUPPLY POINT-OF-CONNECTIONS1. WATER SUPPLY POINTS OFCONNECTION ARE AS INDICATED ON THEDRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE FOR MINOR CHANGESCAUSED BY ACTUAL SITE CONDITIONS.2.THE SPRINKLER IRRIGATION SYSTEMSHALL BE CONNECTED TO WATER SUPPLYPOINTS OF CONNECTION AS INDICATED ONTHE DRAWINGS.C.ELECTRICAL SUPPLY POINT-OF-CONNECTIONS1.ELECTRICAL SUPPLYPOINT-OF-CONNECTIONS FOR THEAUTOMATIC IRRIGATION CONTROLLERSARE AS INDICATED ON THE DRAWINGS.THE CONTRACTOR SHALL BERESPONSIBLE FOR MINOR CHANGESCAUSED BY ACTUAL SITE CONDITIONS.2. CONNECTIONS SHALL BE MADE ATAPPROXIMATE LOCATIONS AS INDICATEDON THE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE FOR MINORCHANGES CAUSED BY ACTUAL SITECONDITIONS.3.3INSTALLATIONA.TRENCHING1. DIG TRENCHES STRAIGHT AND SUPPORTPIPE CONTINUOUSLY ON BOTTOM OFTRENCH. LAY PIPE TO AN EVEN GRADE.TRENCHING EXCAVATION SHALL FOLLOWTHE LAYOUT AS INDICATED ON THEDRAWINGS.2.PROVIDE A MINIMUM SOIL COVER OF 18INCHES FOR ALL PRESSURE SUPPLYLINES.3.PROVIDE A MINIMUM SOIL COVER OF 12INCHES FOR ALL NON- PRESSURE LINES.4.PROVIDE A MINIMUM SOIL COVER OF 18INCHES FOR ALL CONTROL WIRE.5.WHERE PIPING IS INDICATED UNDERPAVED AREAS, BUT RUNNING PARALLELAND ADJACENT TO PLANTING AREAS,INSTALL THE PIPING IN THE PLANTEDAREAS. IRRIGATION HEAD SPACING ASINDICATED ON THE DRAWINGS SHALL NOTBE EXCEEDED.B.BACKFILLING1.THE TRENCHES SHALL NOT BEBACKFILLED UNTIL ALL REQUIRED TESTSARE PERFORMED. TRENCHES SHALL BECAREFULLY BACKFILLED WITH THEEXCAVATED MATERIALS APPROVED FORBACKFILLING, CONSISTING OF EARTH,LOAM, SANDY CLAY, SAND, OR OTHERAPPROVED MATERIALS, FREE FROMLARGE CLODS OF EARTH OR STONES.BACKFILL SHALL BE MECHANICALLYCOMPACTED LANDSCAPED AREAS TO ADRY DENSITY EQUAL TO ADJACENTUNDISTURBED SOIL IN PLANTING AREAS.BACKFILL SHALL CONFORM TO ADJACENTGRADES WITHOUT DIPS, SUNKEN AREAS,HUMPS OR OTHER SURFACEIRREGULARITIES.2.A FINE GRANULAR MATERIAL BACKFILLSHALL BE INITIALLY PLACED OVER ALLLINES. NO FOREIGN MATTER LARGER THANONE-HALF INCH IN SIZE WILL BEPERMITTED IN THE INITIAL BACKFILL.3.FLOODING OF TRENCHES WILL BEPERMITTED ONLY WITH THE APPROVAL OFTHE OWNER'S AUTHORIZEDREPRESENTATIVE.4.IF SETTLEMENT OCCURS ANDSUBSEQUENT ADJUSTMENTS IN PIPE,VALVES, SPRINKLER HEADS, PLANTING, OROTHER CONSTRUCTION ELEMENTS ARENECESSARY, THE CONTRACTOR SHALLMAKE ALL REQUIRED ADJUSTMENTSWITHOUT COST TO THE OWNER.C.TRENCHING AND BACKFILLING UNDER PAVING1.TRENCHES LOCATED UNDER AREASWHERE ASPHALTIC CONCRETE ORCONCRETE PAVING OCCUR, SHALL BEBACKFILLED WITH SAND (A LAYER SIX (6)INCHES BELOW THE PIPE AND THREE (3)INCHES ABOVE THE PIPE) ANDCOMPACTED IN LAYERS TO 95%COMPACTION, USING MANUAL ORMECHANICAL TAMPING DEVICES.TRENCHES FOR PIPING SHALL BECOMPACTED TO EQUAL THE COMPACTIONOF THE EXISTING ADJACENTUNDISTURBED SOIL AND SHALL BE LEFT INA FIRM UNYIELDING CONDITION. ALLTRENCHES SHALL BE LEFT FLUSH WITHADJOINING FINISH GRADE. THECONTRACTOR SHALL SET IN PLACE, CAPAND PRESSURE TEST ALL PIPING UNDERPAVING PRIOR TO THE PAVING WORK.2.GENERALLY PIPING UNDER EXISTINGWALKS IS DONE BY JACKING, BORING ORHYDRAULIC DRIVING, BUT WHERE ANYCUTTING OR BREAKING OF CONCRETE ISNECESSARY, IT SHALL BE DONE ANDREPLACED BY THE CONTRACTOR AT NOCOST TO THE OWNER. PERMISSION TOCUT OR BREAK CONCRETE SHALL BEOBTAINED FROM THE OWNER'SAUTHORIZED REPRESENTATIVE. NOHYDRAULIC DRIVING WILL BE PERMITTEDUNDER CONCRETE PAVING.3.PROVIDE A MINIMUM SOIL COVER OF 18INCHES BETWEEN THE TOP OF THE PIPEAND THE BOTTOM OF THE AGGREGATEBASE FOR ALL PRESSURE ANDNON-PRESSURE PIPING INSTALLED UNDERASPHALTIC CONCRETE PAVING.4.THE CONTRACTOR SHALL MAKE ALLREQUIRED ADJUSTMENTS WITHOUT COSTTO THE OWNER.D. ASSEMBLIES1.ROUTING OF IRRIGATION LINES ASINDICATED ON THE DRAWINGS ISDIAGRAMMATIC ONLY. INSTALL LINES ANDVARIOUS ASSEMBLIES IN SUCH A MANNERAS TO CONFORM WITH THE DRAWINGS.2.INSTALL NO MULTIPLE ASSEMBLIES INPLASTIC LINES. PROVIDE EACH ASSEMBLYWITH ITS OWN OUTLET.3.INSTALL ALL ASSEMBLIES SPECIFIEDHEREIN IN ACCORDANCE WITH THEIRRESPECTIVE DETAILS. IN ABSENCE OFDRAWINGS OR SPECIFICATIONSPERTAINING TO SPECIFIC ITEMS REQUIREDTO COMPLETE THIS WORK, PERFORMSUCH WORK IN ACCORDANCE WITH BESTSTANDARD PRACTICE WITH PRIORAPPROVAL OF THE OWNER'S AUTHORIZEDREPRESENTATIVE.4.PVC PIPE AND FITTINGS SHALL BETHOROUGHLY CLEANED OF DIRT, DUSTAND MOISTURE BEFORE INSTALLATION.INSTALLATION AND SOLVENT WELDINGMETHODS SHALL BE AS RECOMMENDEDBY THE PIPE AND FITTINGMANUFACTURER.5.ON PVC TO METAL CONNECTIONS WORKTHE METAL CONNECTIONS FIRST. TEFLONTAPE OR APPROVED EQUAL, SHALL BEUSED ON ALL THREADED PVC TO PVC ANDTHREADED PVC TO METAL JOINTS. APPLYA LIGHT WRENCH PRESSURE ONLY.WHERE THREADED PVC CONNECTIONSARE REQUIRED, USE THREADED PVCADAPTERS INTO WHICH THE PIPE MAY BESOLVENT WELDED.E. ASSEMBLING PIPE AND FITTINGS:1.INSPECT ALL PIPE AND FITTINGS BEFOREINSTALLATION.2.KEEP PIPE FREE FROM DIRT AND PIPESCALE. CUT PIPE ENDS SQUARE ANDDEBUR. CLEAN PIPE ENDS OF LOOSE PIPESHAVINGS.3.KEEP ENDS OF ASSEMBLED PIPE CAPPED.REMOVE CAPS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY.4. INSTALL PIPE WITH ALL MARKINGS UP FORVISUAL INSPECTION AND VERIFICATION.5.ALL LINES SHALL HAVE A MINIMUMCLEARANCE OF SIX (6) INCHES FROM EACHOTHER AND FROM LINES OF OTHERTRADES. PARALLEL LINES SHALL NOT BEINSTALLED DIRECTLY OVER ONEANOTHER.6.MAINTAIN 10 FOOT MINIMUM HORIZONTALSEPARATION FROM ALL POTABLE WATERPIPING. WHERE RECLAIMED AND POTABLEWATER PRESSURE MAIN LINE PIPINGCROSS, THE RECLAIMED WATER PIPINGSHALL BE INSTALLED BELOW THE POTABLEWATER PIPING IN SCHEDULE 40 PVCWHICH EXTENDS A MINIMUM OF FIVE (5)FEET ON EITHER SIDE OF THE POTABLEWATER PIPING. PROVIDE A MINIMUMVERTICAL CLEARANCE OF SIX (6) INCHES.7.USE ONLY STRAP-TYPE FRICTIONWRENCHES FOR THREADED PLASTIC PIPE.8.SNAKE PIPE FROM SIDE TO SIDE WITHINTHE TRENCH.F. LINE CLEARANCE1.ALL LINES SHALL HAVE A MINIMUMCLEARANCE OF SIX (6) INCHES FROM EACHOTHER AND FROM LINES OF OTHERTRADES. PARALLEL LINES SHALL NOT BEINSTALLED DIRECTLY OVER ONEANOTHER.G. IRRIGATION CONTROLLER INSTALLATION1.INSTALL THE IRRIGATION CONTROLLERPER THE MANUFACTURER'SINSTRUCTIONS. REMOTE CONTROLVALVES SHALL BE CONNECTED TO THEIRRIGATION CONTROLLER IN NUMERICALSEQUENCE AS INDICATED ON THEDRAWINGS.H. ELECTRIC CONTROL VALVE INSTALLATION1.INSTALL ELECTRIC CONTROL VALVES ASINDICATED ON THE DRAWINGS. WHENGROUPED TOGETHER, ALLOW AT LEASTTWELVE INCHES BETWEEN ELECTRICCONTROL VALVES. INSTALL EACHELECTRIC CONTROL VALVE IN A SEPARATEVALVE BOX. EACH ELECTRIC CONTROLVALVE NUMBER SHALL BE HEAT-BRANDEDON VALVE BOX TOP WITH 2" TALL LETTERS.2. THE OWNER'S AUTHORIZEDREPRESENTATIVE SHALL APPROVEELECTRIC CONTROL VALVE AND QUICKCOUPLING VALVE BOX LOCATIONS PRIORTO FINAL INSTALLATION.I. VALVE BOX INSTALLATION1.INSTALL VALVE BOXES AS INDICATED ONTHE DRAWINGS. WHEN GROUPEDTOGETHER, ALLOW AT LEAST TWELVEINCHES BETWEEN VALVE BOXES.2.HEAT BRAND VALVE BOX IDENTIFICATIONAS INDICATED ON DRAWINGS. HEATBRANDING UNIT AVAILABLE FROMHYDRO-SCAPE PRODUCTS, INC., PHONENUMBER (714) 639-1850.J. SYSTEM FLUSHING1.AFTER ALL PIPE LINES AND RISERS ARE INPLACE AND CONNECTED AND ALLNECESSARY DIVERSION WORK HAS BEENCOMPLETED, AND PRIOR TO INSTALLATIONOF SPRINKLER HEADS, THE CONTROLVALVES SHALL BE OPENED AND A FULLHEAD OF WATER USED TO FLUSH OUT THESYSTEM. SPRINKLER HEADS SHALL BEINSTALLED ONLY AFTER FLUSHING OF THESYSTEM HAS BEEN PERFORMED.K. SPRINKLER HEAD INSTALLATION1.INSTALL THE SPRINKLER HEADS ASINDICATED ON THE DRAWINGS.2.ALL SPRINKLERS SHALL BE INSTALLED ATMINIMUM 24" SETBACK FROM ANYHARDSCAPE AREAS THAT DRAIN TO THESTREET, INCLUDING SIDEWALKS, CURBS,AND ROADWAY.3.SPACING OF SPRINKLER HEADS SHALLNOT EXCEED THE MAXIMUM SPACING ASINDICATED ON THE DRAWINGS. IN NO CASESHALL THE SPACING EXCEED THEMAXIMUM RECOMMENDED BY THEMANUFACTURER.4.INSTALL CHECK VALVES ON SPRINKLERHEADS THAT DRAIN WATER AFTER THECONTROL VALVE IS TURNED OFF. "LOWHEAD" DRAINAGE WILL NOT BE ALLOWEDON SPRINKLER HEADS.L. SLEEVING1.EXTEND SLEEVE ENDS A MINIMUM OF 12INCHES BEYOND THE EDGE OF THE PAVEDSURFACE. COVER PIPE ENDS AND MARKWITH STAKES. ROUTE WIRE THROUGH ANDTIE AT EACH END TO STAKES3.4TEMPORARY REPAIRSA.THE OWNER RESERVES THE RIGHT TO MAKETEMPORARY REPAIRS AS NECESSARY TO KEEPTHE IRRIGATION SYSTEM IN OPERATINGCONDITION. THE EXERCISE OF THIS RIGHT BYTHE OWNER SHALL NOT RELIEVE THECONTRACTOR OF HIS RESPONSIBILITIESUNDER THE TERMS OF THE GUARANTEE ASHEREIN.3.5EXISTING TREESA.WHERE IT IS NECESSARY TO EXCAVATEADJACENT EXISTING TREES, THECONTRACTOR SHALL USE ALL POSSIBLE CARETO AVOID INJURY TO TREES AND THEIR ROOTS.EXCAVATION IN AREAS WHERE TWO (2) INCHAND LARGER ROOTS OCCUR SHALL BE DONEBY HAND. ALL ROOTS TWO (2) INCHES ANDLARGER IN DIAMETER, EXCEPT DIRECTLY INTHE PATH OF PIPE OR CONDUIT, SHALL BETUNNELED UNDER AND SHALL BE HEAVILYWRAPPED WITH BURLAP, TO PREVENTSCARRING OR EXCESSIVE DRYING. WHERE ADITCHING MACHINE IS RUN CLOSE TO TREESHAVING ROOTS SMALLER THAN TWO (2)INCHES IN DIAMETER, THE WALL OF THETRENCH ADJACENT TO THE TREE SHALL BEHAND TRIMMED. ROOTS ONE (1) INCH ANDLARGER IN DIAMETER SHALL BE PAINTED WITHTWO COATS OF AN APPROVED TREE SEAL.TRENCHES ADJACENT TO EXISTING TREESSHOULD BE CLOSED WITHIN 24 HOURS. WHERETHIS IS NOT POSSIBLE, THE SIDE OF THETRENCH ADJACENT TO THE EXISTING TREESHALL BE KEPT SHADED WITH BURLAP ORCANVAS.3.6FIELD QUALITY CONTROLA.ADJUSTMENT OF THE IRRIGATION SYSTEM1.FLUSH AND ADJUST ALL SPRINKLER HEADSFOR OPTIMUM PERFORMANCE AND TOREDUCE OVERSPRAY ONTO WALKS,ROADWAYS, AND BUILDINGS AS MUCH ASPOSSIBLE.2.IF IT IS DETERMINED THAT ADJUSTMENTSTO THE SPRINKLER HEADS WILL PROVIDEPROPER AND MORE ADEQUATECOVERAGE, THE CONTRACTOR SHALLMAKE SUCH ADJUSTMENTS PRIOR TO ANYPLANTING. ADJUSTMENTS MAY ALSOINCLUDE CHANGES IN NOZZLE SIZES ANDDEGREES OF ARC AS REQUIRED.3.LOWERING RAISED SPRINKLER HEADS BYTHE CONTRACTOR SHALL BEACCOMPLISHED WITHIN 10 DAYS AFTERNOTIFICATION BY THE OWNER'SAUTHORIZED REPRESENTATIVE.4.ALL SPRINKLER HEADS SHALL BE SETPERPENDICULAR TO FINISH GRADESUNLESS OTHERWISE INDICATED ON THEDRAWINGS.B.IRRIGATION SYSTEM TESTING1.THE CONTRACTOR SHALL REQUEST THEPRESENCE OF THE OWNER'S AUTHORIZEDREPRESENTATIVE AT LEAST 48 HOURS INADVANCE OF IRRIGATION SYSTEMTESTING.2.TEST ALL PRESSURE LINES UNDERHYDROSTATIC PRESSURE OF 150 PSI FORA PERIOD OF TWO (2) HOURS.NOTE:TESTING OF PRESSURE MAINLINESHALL OCCUR PRIOR TO INSTALLATION OFANY ELECTRIC CONTROL VALVES.3.IF DURING THE PRESSURE TEST, APRESSURE DROP OCCURS - INDICATING ALEAK, REPLACE THE FAULTY JOINTS ANDREPEAT THE PRESSURE TEST UNTIL THEENTIRE SYSTEM IS PROVEN WATERTIGHT.4.ALL HYDROSTATIC TESTS SHALL BE MADEONLY IN THE PRESENCE OF THE OWNER'SAUTHORIZED REPRESENTATIVE. NO PIPESHALL BE BACKFILLED UNTIL IT HAS BEENOBSERVED, TESTED AND APPROVED INWRITING.5.THE CONTRACTOR IS TO FURNISH THENECESSARY FORCE PUMP AND ALL OTHERTEST EQUIPMENT FOR THE HYDROSTATICPRESSURE TEST.6.WHEN THE IRRIGATION SYSTEM PASSESTHE HYDROSTATIC PRESSURE TEST ANDIS COMPLETED, PERFORM A SPRINKLERCOVERAGE TEST IN THE PRESENCE OFTHE OWNER'S AUTHORIZEDREPRESENTATIVE. DETERMINE IF THEWATER COVERAGE IS COMPLETE ANDADEQUATE. FURNISH ALL MATERIALS ANDPERFORM ALL WORK NECESSARY TOCORRECT ANY INADEQUACIES OF WATERCOVERAGE DUE TO DEVIATIONS FROMTHE DRAWINGS, OR WHERE THEIRRIGATION SYSTEM HAS BEEN WILLFULLYINSTALLED AS INDICATED ON THEDRAWINGS WHEN IT IS OBVIOUSLYINADEQUATE, WITHOUT BRINGING THIS TOTHE ATTENTION OF THE OWNER'SAUTHORIZED REPRESENTATIVE. THIS TESTSHALL BE ACCOMPLISHED BEFORE ANYGROUNDCOVER OR TURF IS PLANTED.7.UPON COMPLETION OF EACH PHASE OFWORK, THE ENTIRE SYSTEM SHALL BECOVERAGE TESTED AND ADJUSTED TOMEET SPECIFIC SITE REQUIREMENTS.3.7 IRRIGATION SYSTEM MAINTENANCEA.THE ENTIRE IRRIGATION SYSTEM SHALL BEUNDER FULL, AUTOMATIC OPERATION FOR APERIOD OF SEVEN (7) DAYS PRIOR TOBEGINNING ANY PLANTING. THE OWNERRESERVES THE RIGHT TO WAIVE OR SHORTENTHIS OPERATION PERIOD.3.8CLEAN UPA.CLEAN UP SHALL BE MADE AS EACH PORTIONOF WORK PROGRESSES. REFUSE AND EXCESSDIRT SHALL BE REMOVED FROM THE SITE, ALLWALKS AND PAVING SHALL BE BROOM SWEPTOR WASHED DOWN, AND ANY DAMAGESUSTAINED TO THE WORK OF OTHERCONTRACTORS SHALL BE REPAIRED TOORIGINAL CONDITIONS AT NO COST TO THEOWNER.B.UPON COMPLETION OF THE WORK, THECONTRACTOR SHALL SMOOTH ALL GROUNDSURFACES. REMOVE EXCESS MATERIALS SUCHAS RUBBISH, DEBRIS AND SWEEP ADJACENTSTREETS, CURBS, GUTTERS, WALKWAYS ANDTRAILS. REMOVE CONSTRUCTION EQUIPMENTFROM THE PREMISES.3.9FINAL WALK-THROUGH PRIOR TO ACCEPTANCEA.THE CONTRACTOR SHALL OPERATE THEIRRIGATION SYSTEM IN ITS ENTIRETY FOR THEOWNER'S AUTHORIZED REPRESENTATIVE ATTIME OF THE FINAL WALK THROUGH. ANYITEMS DEEMED NOT ACCEPTABLE BY THEOWNER'S AUTHORIZED REPRESENTATIVESHALL BE REWORKED TO THE HIS COMPLETESATISFACTION.B.THE CONTRACTOR SHALL SHOW EVIDENCE TOTHE OWNER'S AUTHORIZED REPRESENTATIVETHAT THE OWNER HAS RECEIVED ALLACCESSORIES, CHARTS, "AS-BUILT DRAWINGS",AND EQUIPMENT AS REQUIRED BEFORE THEFINAL WALK THROUGH WILL BE PERFORMED.3.10SITE VISIT OBSERVATION SCHEDULEA.THE CONTRACTOR SHALL BE RESPONSIBLEFOR NOTIFYING THE OWNER'S AUTHORIZEDREPRESENTATIVE IN ADVANCE OF THEFOLLOWING SITE VISITS:1.PRE-JOB OR "KICK-OFF" MEETING - 7 DAYS.2.PRESSURE SUPPLY LINE INSTALLATIONAND TESTING - 2 DAYS.3.AUTOMATIC CONTROLLER INSTALLATION -2 DAYS.4.CONTROL WIRE INSTALLATION - 2 DAYS.5.LATERAL LINE AND SPRINKLER HEADINSTALLATION - 2 DAYS.6.SPRINKLER COVERAGE TEST - 2 DAYS.7.FINAL WALKTHROUGH - 7 DAYSB.WHEN SITE VISITS ARE CONDUCTED BY OTHERTHAN THE OWNER'S AUTHORIZEDREPRESENTATIVE, SHOW EVIDENCE INWRITING OF WHEN AND BY WHOM THESE SITEVISITS WERE MADC.NO SITE VISITS WILL COMMENCE WITHOUT"AS-BUILTS". IN THE EVENT THE CONTRACTORSCHEDULES A SITE VISIT WITHOUT "AS-BUILTS"OR WITHOUT COMPLETING PREVIOUSLYNOTED CORRECTIONS, OR WITHOUTPREPARING THE SYSTEM FOR SAID VISIT, THECONTRACTOR BE RESPONSIBLE FORREIMBURSING THE OWNER'S AUTHORIZEDREPRESENTATIVE AT HIS CURRENT BILLINGRATE PER HOUR PORTAL TO PORTAL (PLUSTRANSPORTATION COSTS) FOR THISINCONVENIENCE. NO FURTHER SITE VISITSWILL BE PERFORMED BY THE OWNER'SAUTHORIZED REPRESENTATIVE UNTIL THISCHARGE HAS BEEN PAID AND RECEIVED.PART 4 - DRIP IRRIGATION SYSTEM: GENERAL4.1GENERAL CONDITIONSA.THE REQUIREMENTS OF THE "GENERALCONDITIONS OF THE CONTRACT" AND OFDIVISION 1, "GENERAL REQUIREMENTS", SHALLAPPLY TO ALL WORK IN THIS SECTION WITHTHE SAME FORCE AND EFFECT AS THOUGHREPEATED IN FULL HEREIN.4.2SUMMARYA.CONDITIONS WITHIN IRRIGATION SYSTEMSPECIFICATION SECTION 02810 SHALL APPLYTO THIS SECTION.B.THIS SECTION INCLUDES THE INSTALLATION OFLOW VOLUME IRRIGATION COMPONENTSINCLUDING CONTROL ZONE ASSEMBLIES,MULTI-OUTLET EMISSION DEVICES ANDSUBSURFACE DRIP TUBING.PART 5 - DRIP IRRIGATION PRODUCTS5.1CONTROL ZONE ASSEMBLIESA.GENERAL1.CONTROL ZONE ASSEMBLIES FOR DRIPIRRIGATION ZONES MUST INCLUDE AVALVE, FILTRATION AND PRESSUREREGULATION TO MEET THE FLOWREQUIREMENTS OF THE ZONE. WHERENECESSARY A CHECK VALVE SHALL ALSOBE INSTALLED.2.CONTROL ZONE ASSEMBLIES SHALLCONTAIN HUNTER RCV'S AND NETAFIM'SFILTER AND REGULATOR AS INDICATED ONCONSTRUCTION DRAWINGS.3.COMPONENTS SHALL BE SIZEDACCORDING TO THE HYDRAULIC DEMANDSOF THE SYSTEM.B.CONTROL ZONE ASSEMBLY1.COMMERCIAL CONTROL ZONE ASSEMBLYFOR ZONES WITH FLOWS FROM 1.0 TO 16.0GPMa.REFER TO IRRIGATION LEGEND FORSPECIFIED EQUIPMENT, SIZE, ANDTYPE. OR APPROVED EQUIVALENT.b.THE CONTROL ZONE ASSEMBLY SHALLHAVE A SPEARS 1" ISOLATION BALLVALVE. REFE TO IRRIGATION LEGENDFOR TYPE.B.DISC FILTER1.THE FILTER BODY AND COVER SHALL BECONSTRUCTED OF REINFORCEDPOLYAMIDE. UNIT O-RINGS SHALL BE MADEFROM EPDM RUBBER.2.THE FILTER SHALL MAKE USE OF DISCRINGS OF 140 MESH (115 MICRON) ORGREATER. THE DISC'S SHALL BESERVICEABLE FOR CLEANING PURPOSESBY UNSCREWING THE COVER FROM THEBODY AND REMOVING THE FILTERELEMENT.D.PRESSURE REGULATOR1.THE REGULATOR OF THE CONTROL ZONEASSEMBLY SHALL HAVE A REPLACEABLEPRESSURE REGULATING MODULE PARTFOR MAINTENANCE CHANGE OUT WHENNEEDED. THE INLINE PRESSUREREGULATOR SHALL HAVE A PRESETOUTLET PRESSURE OF APPROXIMATELY 45PSI (3,1 BAR).E. REMOTE CONTROL VALVE1.THE CONTROL ZONE ASSEMBLY SHALLHAVE AN AUTOMATIC IRRIGATIONCONTROL VALVE. THE VALVE PRESSURERATING NOT TO BE LESS THAN 220 PSI(15,17 BAR). THE VALVE BODY ANDBONNET SHALL BE CONSTRUCTED OFHIGH-IMPACT, WEATHER-RESISTANTGLASS FILLED NYLON, STAINLESS STEELAND OTHER CHEMICAL/UV RESISTANTMATERIALS. THE VALVE SHALL HAVE ADIAPHRAGM CONSTRUCTED OF FABRICREINFORCED EPDM RUBBER MATERIAL.5.2POINT SOURCE DRIP EMISSION DEVICEA.EMITTERS MANUFACTURED BY RAIN BIRD1.1/2 GPH EMITTER, MODEL XB-05PC-1032,SHALL BE BLUE IN COLOR.2.1 GPH EMITTER, MODEL XB-10PC-1032,SHALL BE BLACK IN COLOR.3.2 GPH EMITTER, MODEL XB-20PC-1032,SHALL BE RED IN COLOR.4.EACH EMITTER SHALL HAVE A 1032THREADED INLET FOR ATTACHMENT TO APFR-FRA POLY FLEX RISER.5.EACH EMITTER SHALL BE PRESSURECOMPENSATING FROM 15-50 PSI. TREESBOTANICAL / COMMON NAMESIZEWUCOLSQTYCIT SPPCITRUS SPECIESTHORNLESS CITRUSTBS BY OWNER12`W X 15`H48"BOXMEDIUM2DLDASYLIRION LONGISSIMUMTOOTHLESS DESERT SPOON5`W X 5`H24"BOXLOW6DRA 36DRACAENA DRACODRAGON TREE10`W X 15`H36"BOXLOW13EUC CITEUCALYPTUS CITRIODORALEMON SCENTED GUM20`W X 80`H24"BOXLOW9JUN TORJUNIPERUS CHINENSIS `TORULOSA`HOLLYWOOD JUNIPER10`W X 15`H36"BOXMEDIUM7MAG STAMAGNOLIA GRANDIFLORA `ST. MARY`SOUTHERN MAGNOLIA15`W X 20`H48"BOXMEDIUM1MEL PINMELALEUCA NESOPHILAPINK MELALEUCA MULTI-TRUNK15`W X 20`H60"BOXLOW1OLE EUROLEA EUROPAEAEUROPEAN OLIVE20`W X 20`HFIELD GROWNLOW8OLE SWAOLEA EUROPAEA `SWAN HILL` TMSWAN HILL OLIVE15`W X 15`H48"BOXLOW1PHO C26PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H26` BTHMEDIUM12PHO C28PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H28` BTHMEDIUM3PHO C32PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H32` BTHMEDIUM1PIN ELDPINUS ELDARICAAFGHAN PINE15`W X 45`H48"BOXLOW3PLA R36PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK20`W X 40`H36"BOXLOW2PLA R48PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK20`W X 40`H48"BOXLOW10QUE A48QUERCUS AGRIFOLIACOAST LIVE OAK30`W X 40`H48"BOXLOW1QUE A60QUERCUS AGRIFOLIACOAST LIVE OAK30`W X 40`H60"BOXLOW4SCH MOLSCHINUS MOLLECALIFORNIA PEPPER20`W X 25`H36"BOXLOW26SCH M48SCHINUS MOLLECALIFORNIA PEPPER TREE MULTI-TRUNK20`W X 25`H48"BOXLOW1SCH M60SCHINUS MOLLECALIFORNIA PEPPER TREE MULTI-TRUNK20`W X 25`H60"BOXLOW1TRI BRITRISTANIA CONFERTABRISBANE BOX10`W X 20`H36"BOXLOW21SHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYBOUGAINVILLEA X `BARBARA KARST`BARBARA KARST BOUGAINVILLEA TRELLIS4`W X 10`H15 GALLOW3PITTOSPORUM T. `MARJORIE CHANNON`TAWHIWHI5`W X 12`H24"BOXMEDIUM18PITTOSPORUM T. `SILVER SHEEN`TAWHIWHI5`W X 12`H24"BOXLOW2PRUNUS CAR. `BRIGHT `N TIGHT` TMBRIGHT `N TIGHT CAROLINA LAURELCOLUMNAR5`W X 10`H24"BOXLOW22YUCCA ELEPHANTIPESSOFT-TIPPED YUCCA5`W X 15`H36"BOXLOW10PMPSPCPLANT SCHEDULE SITEWIDEFOR PLANTING LEGEND SEE SHEET LP.1FOR GENERAL PLANTING NOTES SEE SHEET LP.4.FOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.REFERENCE NOTE:STOPNO PARKINGDININGPOOLEQUIPMENTTREATMENT 1TREATMENT 2KITCHENSPA RETAILSPA BARDININGFITNESSPRO SHOPOFFICEMASSAGE WAITINGMEN'SWOMEN'SMAINENTRYELECTRICAL(OPENTO SKY)KOIPONDLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK at F.O.C.COUNTRY CLUB DRIVE (PRIVATE ROAD)NOT-A-PARTPROPERTY LINELIMIT OF WORK AT TUBULAR STEEL FENCELINE-OF-SIGHTLINE-OF-SIGHTFUTURE PHASEPCPCPCPCDLDLDL48"boxCIT SPP2YUC ELE36"box4PHO C2626` BTH2DRA 3636"box2PHO C2626` BTH2SCH M4848"box148"boxPLA R48224"boxDL136"boxYUC ELE1QUE A6060"box1DRA 3636"box1OLE EURField Grown1DL24"box126` BTHPHO C26224"boxDL136"boxDRA 36160"boxSCH M60136"boxYUC ELE1Field GrownOLE EUR136"boxSCH MOL124"boxPC415 galBOU ESP336"boxSCH MOL5POTTERY WITH PLANTING, TYP.SELECTION TO BE APPROVED BYOWNER.POTTERY WITH PLANTING, TYP.SELECTION TO BE APPROVED BYOWNER.POTTERY WITH PLANTING, TYP.SELECTION TO BE APPROVED BYOWNER.POTTERY WITHPLANTING, TYP.SELECTION TOBE APPROVED BYOWNER.RENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTPER SPECIAL LANDSCAPE RESTRICTIONS.RECORDED 3-11-1994DOC. NO. 94-0184986GENERAL PLANTING NOTES:1.PRIOR TO ANY FINE GRADING OR PLANTING, CONTRACTOR SHALL OBTAIN ANAGRONOMIC SOIL REPORT AND SOIL AMENDMENT RECOMMENDATIONS PERSPECIFICATIONS, WHICH SHALL SUPERSEDE THOSE WITHIN THE SPECIFICATIONS.2.LANDSCAPE CONTRACTOR SHALL PURCHASE AND PROVIDE ALL PLANTER FILLNECESSARY TO BRING SOIL LEVEL TO 2" BELOW TOP OF PLANTER WALLS ANDPAVING AREAS.3.LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN 1 WEEKPRIOR TO ANTICIPATED PLANTING DATE.4.CONTRACTOR TO COORDINATE APPROVALS. CONTRACTOR SHALL REMOVE ALLGROWER STAKES, TAGS AND RIBBONS.5.LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT ALLWATER TO DRAINAGE INLETS SO AS TO PREVENT STANDING WATER.6.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR APERIOD OF 90 DAYS AFTER "START OF MAINTENANCE" PERIOD.7.CONTRACTOR SHALL GUARANTEE SHRUBS FOR 6 MONTHS AND TREE/PALMMATERIAL FOR 12 MONTHS (1 YEAR).8.THE LANDSCAPE CONTRACTOR IS RESPONDIBLE FOR THE CORRECT HEIGHT OFPLANT MATERIAL ABOVE GRADE.9.ALL SPECIMEN TREES ARE TO BE FINE PRUNED AFTER PLANTING.10.THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL IS TO BE REVIEWED IN THEFIELD WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTIING. ANY TREE ORSHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW MAY BE SUBJECT TOTRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG LOCATION.11.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUALITY AND QUANTITIESPRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THECONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON ARRIVAL TO THE SITE.ALL TREES , SHRUBS, VINES AND GROUNDCOVERS SHALL BE SPOTTED UNDER THEDIRECTION OF THE LANDSCAPE ARCHITECT AND BUILDER REPRESENTATIVE.12.ANY TREES INDICATED ON A PLAN SHOULD BE CONSIDERED DIAGRAMMATIC. ALLLOCAL JURISDICTION STANDARDS AND SPECIFICATIONS SHOULD BE REVIEWEDPRIOR TO PLANTING.13.LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT PRIOR TOINSTALLATION. THE FOLLOWING MINIMUM CRITERIA SHALL BE OBSERVED BY THELANDSCAPE CONTRACTOR:·NO TREES OR PALMS SHALL BE PLANTED CLOSER THAN 5' TO A BUILDING ORROOF STRUCTURE. NO TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVINGOR FREESTANDING WALLS.·TREES OR PALMS SHALL NOT BE PLANTED WHERE FUTURE GROWTH WILLOBVIOUSLY CONFLICT WITH ROOF OVERHANGS.·NO SHRUBS OR TREES SHALL BE PLANTED THAT WILL CREATE A VISUALOBSTRUCTION TO SIGHT LINE OF VEHICLE TRAFFIC.·TREES OR PALMS PLANTED IN LANDSCAPE AREAS OF LESS THAN 4' IN WIDTHSHALL BE INSTALLED WITH APPROVED ROOT BARRIERS.·ANY PLANTING SHOWN ON THE PLANS OR EXISTING IN THE FIELD THATCONTRADICTS THESE CRITERIA IS TO BE BROUGHT TO THE ATTENTION OF THELANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO MAY RESULT INTHE CONTRACTOR TO REMOVE OR RELOCATE PLANT MATERIAL.QUANTITIES NOTE:CONTRACTOR TO NOTE THAT THE QUANTITIES ON LEGEND AND PLANT CALLOUTSHAVE BEEN PROVIDED FOR QUICK REFERENCE ONLY. IT IS RECOMMENDED THAT THECONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES AND PROVIDETHEIR OWN PLANT MATERIAL COUNTS AT THE TIME OF PREPARING BID. ANYDISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THEIMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT.TREE ROOT BARRIER NOTE:ROOT BARRIERS ARE REQUIRED WHERE TREES ARE PLANTED WITHIN FIVE (5) FEET OFSIDEWALK, WALLS, BUILDINGS, STRUCTURES, CURBS, PAVING, PUBLIC IMPROVEMENTSWITHIN R.O.W. (TYP.), WATER, SEWER, STORM DRAIN, ETC. ROOT BARRIER SHALL BEINSTALLED AT HARDSCAPE EDGE WITH PERCOLATION TESTS OR UTILIZE STRUCTURALSOIL. BARRIER SHALL BE THE LENGTH OF THE ULTIMATE CANOPY OF THE TREE.TREE & PALM PLACEMENT NOTE:CONTRACTOR TO LOCATE ALL STORM DRAINS IN FIELD PRIOR TO THE INSTALLATION OFTREES AND PALMS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANYCONFLICT WITH TREE OR PALM LOCATIONS WITH STORM DRAIN LINES.AGRONOMIC SOILS REPORT NOTE:CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THREE (3) AGRONOMIC SOILSTEST AND INSTALL PLANT MATERIAL PER REPORT AND SOIL RECOMMENDATIONS. SOILTEST LOCATIONS TO BE SELECTED BY THE LANDSCAPE ARCHITECT.ALLSHRUBAREASTOPDRESSING WOOD MULCH:12" - 1" FOREST FLOOR BARK MULCH (3" THICK)AVAILABLE THROUGH AGUINAGA FERTILIZER COMPANY (949) 786-9558or APPROVED EQUAL - SUBMIT SAMPLES to L.A. for APPROVALMATERIALS LEGEND:SMOOTH BEACH COBBLE1:3:6 RATIO OF 3" TO 5" MIX OF BLACK, ROJA AND LA PLAYAAVAILABLE FROM: VALLEY BUILDING MATERIALSSMOOTH BEACH COBBLE- at VILLA RESIDENCE 9.3" TO 5" BLACKAVAILABLE FROM: VALLEY BUILDING MATERIALS2" THICK BIEGE DECOMPOSED GRANITE TOP DRESSING (LOOSE)NEWCASTLE BROWN MIX -AVAILABLE THROUGH DECORATIVE STONE SOLUTIONS 800.699.1878CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.1TREE & PALMPLANTINGPLANMATCHLINE - SEE SHEET LP.3MATCHLINE - SEE SHEET LP.2 MATCHLINE - SEE SHEET LP.2MATCHLINE - SEE SHEET LP.4LP.1LP.2LP.3LP.4LP.5LP.6 STOPNOPARKING EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at F.O.C.LIMIT OF WORK AT F.O.C.PROPERTY LINEL INE -O F - S IGHT LINE-OF-SIGHT SCH M4848"box148"boxPLA R48224"boxDL136"boxYUC ELE1PLA R3636"box2QUE A6060"box1Field GrownOLE EUR536"boxSCH MOL3SCH MOL36"box3PHO C2626` BTH236"boxTRI BRI13RENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTRENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTPER SPECIAL LANDSCAPE RESTRICTIONS.RECORDED 3-11-1994DOC. NO. 94-0184986TREESBOTANICAL / COMMON NAMESIZEWUCOLSQTYCIT SPPCITRUS SPECIESTHORNLESS CITRUSTBS BY OWNER12`W X 15`H48"BOXMEDIUM2DLDASYLIRION LONGISSIMUMTOOTHLESS DESERT SPOON5`W X 5`H24"BOXLOW6DRA 36DRACAENA DRACODRAGON TREE10`W X 15`H36"BOXLOW13EUC CITEUCALYPTUS CITRIODORALEMON SCENTED GUM20`W X 80`H24"BOXLOW9JUN TORJUNIPERUS CHINENSIS `TORULOSA`HOLLYWOOD JUNIPER10`W X 15`H36"BOXMEDIUM7MAG STAMAGNOLIA GRANDIFLORA `ST. MARY`SOUTHERN MAGNOLIA15`W X 20`H48"BOXMEDIUM1MEL PINMELALEUCA NESOPHILAPINK MELALEUCA MULTI-TRUNK15`W X 20`H60"BOXLOW1OLE EUROLEA EUROPAEAEUROPEAN OLIVE20`W X 20`HFIELD GROWNLOW8OLE SWAOLEA EUROPAEA `SWAN HILL` TMSWAN HILL OLIVE15`W X 15`H48"BOXLOW1PHO C26PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H26` BTHMEDIUM12PHO C28PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H28` BTHMEDIUM3PHO C32PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H32` BTHMEDIUM1PIN ELDPINUS ELDARICAAFGHAN PINE15`W X 45`H48"BOXLOW3PLA R36PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK20`W X 40`H36"BOXLOW2PLA R48PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK20`W X 40`H48"BOXLOW10QUE A48QUERCUS AGRIFOLIACOAST LIVE OAK30`W X 40`H48"BOXLOW1QUE A60QUERCUS AGRIFOLIACOAST LIVE OAK30`W X 40`H60"BOXLOW4SCH MOLSCHINUS MOLLECALIFORNIA PEPPER20`W X 25`H36"BOXLOW26SCH M48SCHINUS MOLLECALIFORNIA PEPPER TREE MULTI-TRUNK20`W X 25`H48"BOXLOW1SCH M60SCHINUS MOLLECALIFORNIA PEPPER TREE MULTI-TRUNK20`W X 25`H60"BOXLOW1TRI BRITRISTANIA CONFERTABRISBANE BOX10`W X 20`H36"BOXLOW21SHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYBOUGAINVILLEA X `BARBARA KARST`BARBARA KARST BOUGAINVILLEA TRELLIS4`W X 10`H15 GALLOW3PITTOSPORUM T. `MARJORIE CHANNON`TAWHIWHI5`W X 12`H24"BOXMEDIUM18PITTOSPORUM T. `SILVER SHEEN`TAWHIWHI5`W X 12`H24"BOXLOW2PRUNUS CAR. `BRIGHT `N TIGHT` TMBRIGHT `N TIGHT CAROLINA LAURELCOLUMNAR5`W X 10`H24"BOXLOW22YUCCA ELEPHANTIPESSOFT-TIPPED YUCCA5`W X 15`H36"BOXLOW10PMPSPCPLANT SCHEDULE SITEWIDEFOR PLANTING LEGEND SEE SHEET LP.1FOR GENERAL PLANTING NOTES SEE SHEET LP.4.FOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.REFERENCE NOTE:CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.2TREE & PALMPLANTINGPLANMATCHLINE - SEE SHEET LP.3MATCHLINE - SEE SHEET LP.1 MATCHLINE - SEE SHEET LP.1 SEE SHEET LP.3 LP.1LP.2LP.3LP.4LP.5LP.6 EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINE LIMIT OF WORK AT TUBULAR STEEL FENCE NOT-A-PARTVILLA COURT (PRIVATE)JUN TORJUN TORJUN TORPCPCPCPCJUN TORPHO C2626` BTH226` BTHPHO C26136"boxSCH MOL2EUC CIT24"box624"boxEUC CIT348"boxQUE A48136"boxJUN TOR136"boxSCH MOL1PCPCPC24"box6JUN TORJUN TORJUN TOR36"boxJUN TOR6EXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINE CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.3TREE & PALMPLANTINGPLANMATCHLINE - SEE SHEET LP.6MATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LP.2MATCHLINE - SEE SHEET LP.6MATCHLINE - SEE SHEET LP.6 MATCHLINE - SEE LEFTMATCHLINE - SEE SHEET LP.1LP.1LP.2LP.3LP.4LP.5LP.6FOR PLANTING LEGEND SEE SHEET LP.1FOR GENERAL PLANTING NOTES SEE SHEET LP.4.FOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.REFERENCE NOTE: STOPNOPARKINGRESERVEDEMPLOYEEONLYRESERVEDEMPLOYEEONLYCENTRALPLANTEQUIPMENTLIMIT OF WORKLIMIT OF WORK at F.O.C.LIMIT OF WORK at PROPERTY LINECOUNTRY CLUB DRIVE (PRIVATE ROAD)LINE-OF-SIGHTLINE-OF-SIGHTPCPHO C2828` BTH1PHO C3232` BTH148"boxPLA R48236"boxSCH MOL536"boxDRA 36636"boxYUC ELE348"boxPIN ELD3Field GrownOLE EUR1PLA R4848"box2RENOVATION OF EXISTINGLANDSCAPE ON PARCEL 3.PM 94-102RENOVATION OFEXISTING LANDSCAPEIN EXISTING ACCESSEASEMENT1-31-1993DOC. NO. 93-15 8177GENERAL PLANTING NOTES:1.PRIOR TO ANY FINE GRADING OR PLANTING, CONTRACTOR SHALL OBTAIN ANAGRONOMIC SOIL REPORT AND SOIL AMENDMENT RECOMMENDATIONS PERSPECIFICATIONS, WHICH SHALL SUPERSEDE THOSE WITHIN THE SPECIFICATIONS.2.LANDSCAPE CONTRACTOR SHALL PURCHASE AND PROVIDE ALL PLANTER FILLNECESSARY TO BRING SOIL LEVEL TO 2" BELOW TOP OF PLANTER WALLS ANDPAVING AREAS.3.LANDSCAPE ARCHITECT TO APPROVE ALL PLANT MATERIAL NOT LESS THAN 1 WEEKPRIOR TO ANTICIPATED PLANTING DATE.4.CONTRACTOR TO COORDINATE APPROVALS. CONTRACTOR SHALL REMOVE ALLGROWER STAKES, TAGS AND RIBBONS.5.LANDSCAPE CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE AND DIRECT ALLWATER TO DRAINAGE INLETS SO AS TO PREVENT STANDING WATER.6.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS FOR APERIOD OF 90 DAYS AFTER "START OF MAINTENANCE" PERIOD.7.CONTRACTOR SHALL GUARANTEE SHRUBS FOR 6 MONTHS AND TREE/PALMMATERIAL FOR 12 MONTHS (1 YEAR).8.THE LANDSCAPE CONTRACTOR IS RESPONDIBLE FOR THE CORRECT HEIGHT OFPLANT MATERIAL ABOVE GRADE.9.ALL SPECIMEN TREES ARE TO BE FINE PRUNED AFTER PLANTING.10.THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL IS TO BE REVIEWED IN THEFIELD WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTIING. ANY TREE ORSHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW MAY BE SUBJECT TOTRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG LOCATION.11.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUALITY AND QUANTITIESPRIOR TO INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THECONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON ARRIVAL TO THE SITE.ALL TREES , SHRUBS, VINES AND GROUNDCOVERS SHALL BE SPOTTED UNDER THEDIRECTION OF THE LANDSCAPE ARCHITECT AND BUILDER REPRESENTATIVE.12.ANY TREES INDICATED ON A PLAN SHOULD BE CONSIDERED DIAGRAMMATIC. ALLLOCAL JURISDICTION STANDARDS AND SPECIFICATIONS SHOULD BE REVIEWEDPRIOR TO PLANTING.13.LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT PRIOR TOINSTALLATION. THE FOLLOWING MINIMUM CRITERIA SHALL BE OBSERVED BY THELANDSCAPE CONTRACTOR:·NO TREES OR PALMS SHALL BE PLANTED CLOSER THAN 5' TO A BUILDING ORROOF STRUCTURE. NO TREES SHALL BE PLANTED CLOSER THAN 5' TO PAVINGOR FREESTANDING WALLS.·TREES OR PALMS SHALL NOT BE PLANTED WHERE FUTURE GROWTH WILLOBVIOUSLY CONFLICT WITH ROOF OVERHANGS.·NO SHRUBS OR TREES SHALL BE PLANTED THAT WILL CREATE A VISUALOBSTRUCTION TO SIGHT LINE OF VEHICLE TRAFFIC.·TREES OR PALMS PLANTED IN LANDSCAPE AREAS OF LESS THAN 4' IN WIDTHSHALL BE INSTALLED WITH APPROVED ROOT BARRIERS.·ANY PLANTING SHOWN ON THE PLANS OR EXISTING IN THE FIELD THATCONTRADICTS THESE CRITERIA IS TO BE BROUGHT TO THE ATTENTION OF THELANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SO MAY RESULT INTHE CONTRACTOR TO REMOVE OR RELOCATE PLANT MATERIAL.QUANTITIES NOTE:CONTRACTOR TO NOTE THAT THE QUANTITIES ON LEGEND AND PLANT CALLOUTSHAVE BEEN PROVIDED FOR QUICK REFERENCE ONLY. IT IS RECOMMENDED THAT THECONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES AND PROVIDETHEIR OWN PLANT MATERIAL COUNTS AT THE TIME OF PREPARING BID. ANYDISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THEIMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT.TREE ROOT BARRIER NOTE:ROOT BARRIERS ARE REQUIRED WHERE TREES ARE PLANTED WITHIN FIVE (5) FEET OFSIDEWALK, WALLS, BUILDINGS, STRUCTURES, CURBS, PAVING, PUBLIC IMPROVEMENTSWITHIN R.O.W. (TYP.), WATER, SEWER, STORM DRAIN, ETC. ROOT BARRIER SHALL BEINSTALLED AT HARDSCAPE EDGE WITH PERCOLATION TESTS OR UTILIZE STRUCTURALSOIL. BARRIER SHALL BE THE LENGTH OF THE ULTIMATE CANOPY OF THE TREE.TREE & PALM PLACEMENT NOTE:CONTRACTOR TO LOCATE ALL STORM DRAINS IN FIELD PRIOR TO THE INSTALLATION OFTREES AND PALMS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANYCONFLICT WITH TREE OR PALM LOCATIONS WITH STORM DRAIN LINES.AGRONOMIC SOILS REPORT NOTE:CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THREE (3) AGRONOMIC SOILSTEST AND INSTALL PLANT MATERIAL PER REPORT AND SOIL RECOMMENDATIONS. SOILTEST LOCATIONS TO BE SELECTED BY THE LANDSCAPE ARCHITECT.ALLSHRUBAREASTOPDRESSING WOOD MULCH:12" - 1" FOREST FLOOR BARK MULCH (3" THICK)AVAILABLE THROUGH AGUINAGA FERTILIZER COMPANY (949) 786-9558or APPROVED EQUAL - SUBMIT SAMPLES to L.A. for APPROVALMATERIALS LEGEND:SMOOTH BEACH COBBLE1:3:6 RATIO OF 3" TO 5" MIX OF BLACK, ROJA AND LA PLAYAAVAILABLE FROM: VALLEY BUILDING MATERIALSSMOOTH BEACH COBBLE- at VILLA RESIDENCE 9.3" TO 5" BLACKAVAILABLE FROM: VALLEY BUILDING MATERIALS2" THICK BIEGE DECOMPOSED GRANITE TOP DRESSING (LOOSE)NEWCASTLE BROWN MIX -AVAILABLE THROUGH DECORATIVE STONE SOLUTIONS 800.699.1878TREESBOTANICAL / COMMON NAMESIZEWUCOLSQTYCIT SPPCITRUS SPECIESTHORNLESS CITRUSTBS BY OWNER12`W X 15`H48"BOXMEDIUM2DLDASYLIRION LONGISSIMUMTOOTHLESS DESERT SPOON5`W X 5`H24"BOXLOW6DRA 36DRACAENA DRACODRAGON TREE10`W X 15`H36"BOXLOW13EUC CITEUCALYPTUS CITRIODORALEMON SCENTED GUM20`W X 80`H24"BOXLOW9JUN TORJUNIPERUS CHINENSIS `TORULOSA`HOLLYWOOD JUNIPER10`W X 15`H36"BOXMEDIUM7MAG STAMAGNOLIA GRANDIFLORA `ST. MARY`SOUTHERN MAGNOLIA15`W X 20`H48"BOXMEDIUM1MEL PINMELALEUCA NESOPHILAPINK MELALEUCA MULTI-TRUNK15`W X 20`H60"BOXLOW1OLE EUROLEA EUROPAEAEUROPEAN OLIVE20`W X 20`HFIELD GROWNLOW8OLE SWAOLEA EUROPAEA `SWAN HILL` TMSWAN HILL OLIVE15`W X 15`H48"BOXLOW1PHO C26PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H26` BTHMEDIUM12PHO C28PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H28` BTHMEDIUM3PHO C32PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H32` BTHMEDIUM1PIN ELDPINUS ELDARICAAFGHAN PINE15`W X 45`H48"BOXLOW3PLA R36PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK20`W X 40`H36"BOXLOW2PLA R48PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK20`W X 40`H48"BOXLOW10QUE A48QUERCUS AGRIFOLIACOAST LIVE OAK30`W X 40`H48"BOXLOW1QUE A60QUERCUS AGRIFOLIACOAST LIVE OAK30`W X 40`H60"BOXLOW4SCH MOLSCHINUS MOLLECALIFORNIA PEPPER20`W X 25`H36"BOXLOW26SCH M48SCHINUS MOLLECALIFORNIA PEPPER TREE MULTI-TRUNK20`W X 25`H48"BOXLOW1SCH M60SCHINUS MOLLECALIFORNIA PEPPER TREE MULTI-TRUNK20`W X 25`H60"BOXLOW1TRI BRITRISTANIA CONFERTABRISBANE BOX10`W X 20`H36"BOXLOW21SHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYBOUGAINVILLEA X `BARBARA KARST`BARBARA KARST BOUGAINVILLEA TRELLIS4`W X 10`H15 GALLOW3PITTOSPORUM T. `MARJORIE CHANNON`TAWHIWHI5`W X 12`H24"BOXMEDIUM18PITTOSPORUM T. `SILVER SHEEN`TAWHIWHI5`W X 12`H24"BOXLOW2PRUNUS CAR. `BRIGHT `N TIGHT` TMBRIGHT `N TIGHT CAROLINA LAURELCOLUMNAR5`W X 10`H24"BOXLOW22YUCCA ELEPHANTIPESSOFT-TIPPED YUCCA5`W X 15`H36"BOXLOW10PMPSPCPLANT SCHEDULE SITEWIDEFOR PLANTING LEGEND SEE SHEET LP.1FOR GENERAL PLANTING NOTES SEE SHEET LP.4.FOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.REFERENCE NOTE:CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.4TREE & PALMPLANTINGPLANMATCHLINE - SEE SHEET LP.5 MATCHLINE - SEE SHEET LP.1LP.1LP.2LP.3LP.4LP.5LP.6 STOPONE WAYDO NOT ENTERLIMIT OF WORKPROPERTY LINELIMIT OF WORK AT F.O.C.LIMIT OF WORK AT PROPERT Y L IN E VILLA COURT (PR IVATE )48"boxPLA R482PHO C2626` BTH128` BTHPHO C28248"boxPLA R48336"boxSCH MOL1RENOVATION OFEXISTING LANDSCAPEIN EXISTING ACCESSEASEMENT1-31-1993DOC. NO. 93-15 8177DLDLDLQUE A6060"box2DL24"box348"boxPLA R481DRA 3636"box3DO NOT ENTERNOT-A-PARTNOT-A-PARTNOT-A-PARTVILLA COURT (PRIVATE)VILLA COURT (PRIVATE)36"boxSCH MOL436"boxSCH MOL536"boxSCH MOL148"boxPLA R481TREESBOTANICAL / COMMON NAMESIZEWUCOLSQTYCIT SPPCITRUS SPECIESTHORNLESS CITRUSTBS BY OWNER12`W X 15`H48"BOXMEDIUM2DLDASYLIRION LONGISSIMUMTOOTHLESS DESERT SPOON5`W X 5`H24"BOXLOW6DRA 36DRACAENA DRACODRAGON TREE10`W X 15`H36"BOXLOW13EUC CITEUCALYPTUS CITRIODORALEMON SCENTED GUM20`W X 80`H24"BOXLOW9JUN TORJUNIPERUS CHINENSIS `TORULOSA`HOLLYWOOD JUNIPER10`W X 15`H36"BOXMEDIUM7MAG STAMAGNOLIA GRANDIFLORA `ST. MARY`SOUTHERN MAGNOLIA15`W X 20`H48"BOXMEDIUM1MEL PINMELALEUCA NESOPHILAPINK MELALEUCA MULTI-TRUNK15`W X 20`H60"BOXLOW1OLE EUROLEA EUROPAEAEUROPEAN OLIVE20`W X 20`HFIELD GROWNLOW8OLE SWAOLEA EUROPAEA `SWAN HILL` TMSWAN HILL OLIVE15`W X 15`H48"BOXLOW1PHO C26PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H26` BTHMEDIUM12PHO C28PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H28` BTHMEDIUM3PHO C32PHOENIX CANARIENSISCANARY ISLAND DATE PALM20`W X 35`H32` BTHMEDIUM1PIN ELDPINUS ELDARICAAFGHAN PINE15`W X 45`H48"BOXLOW3PLA R36PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK20`W X 40`H36"BOXLOW2PLA R48PLATANUS RACEMOSACALIFORNIA SYCAMORE MULTI-TRUNK20`W X 40`H48"BOXLOW10QUE A48QUERCUS AGRIFOLIACOAST LIVE OAK30`W X 40`H48"BOXLOW1QUE A60QUERCUS AGRIFOLIACOAST LIVE OAK30`W X 40`H60"BOXLOW4SCH MOLSCHINUS MOLLECALIFORNIA PEPPER20`W X 25`H36"BOXLOW26SCH M48SCHINUS MOLLECALIFORNIA PEPPER TREE MULTI-TRUNK20`W X 25`H48"BOXLOW1SCH M60SCHINUS MOLLECALIFORNIA PEPPER TREE MULTI-TRUNK20`W X 25`H60"BOXLOW1TRI BRITRISTANIA CONFERTABRISBANE BOX10`W X 20`H36"BOXLOW21SHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYBOUGAINVILLEA X `BARBARA KARST`BARBARA KARST BOUGAINVILLEA TRELLIS4`W X 10`H15 GALLOW3PITTOSPORUM T. `MARJORIE CHANNON`TAWHIWHI5`W X 12`H24"BOXMEDIUM18PITTOSPORUM T. `SILVER SHEEN`TAWHIWHI5`W X 12`H24"BOXLOW2PRUNUS CAR. `BRIGHT `N TIGHT` TMBRIGHT `N TIGHT CAROLINA LAURELCOLUMNAR5`W X 10`H24"BOXLOW22YUCCA ELEPHANTIPESSOFT-TIPPED YUCCA5`W X 15`H36"BOXLOW10PMPSPCPLANT SCHEDULE SITEWIDEFOR PLANTING LEGEND SEE SHEET LP.1FOR GENERAL PLANTING NOTES SEE SHEET LP.4.FOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.REFERENCE NOTE:CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.5TREE & PALMPLANTINGPLANMATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LP.6MATCHLINE - SEE LEFTMA TCH L IN E - S E E SH E E T L P . 4 LP.1LP.2LP.3LP.4LP.5LP.6 EXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK AT PROPERTY LINE NOT-A-PARTNOT-A-PARTLIMIT OF WORKLIMIT OF WORKVILLA COURT (PRIVATE)JUN TORJUN TORJUN TORPCPMTRI BRI36"box436"boxTRI BRI448"boxOLE SWA148"boxMAG STA1PCPCPCPCPCPCPCPCPCPCPCPMPMPMPMPMPMPMPMPMPMPMPMPMPM36"boxSCH MOL136"boxSCH MOL136"boxSCH MOL436"boxSCH MOL5PSPSPMPMPMPCPCJUN TORJUN TORJUN TORCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.6TREE & PALMPLANTINGPLANMATCHLINE - SEE SHEET LP.5MATCHLINE - SEE SHEET LP.3MATCHLINE - SEE SHEET LP.3 MATCHLINE - SEE SHEET LP.3 LP.1LP.2LP.3LP.4LP.5LP.6FOR PLANTING LEGEND SEE SHEET LP.1FOR GENERAL PLANTING NOTES SEE SHEET LP.4.FOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.REFERENCE NOTE:NOTE:THE FINAL TREE PLANTING PLANS FOR THE BUNGALOW WILL BEPREPARED IF PRECISE GRADING FOR THE BUNGALOW AREA CANNOTBE STARTED WITHIN 6 MONTHS AFTER PRECISE GRADING IS CERTIFIEDAND ACCEPTED. STOPNO PARKINGDININGPOOLEQUIPMENTTREATMENT 1TREATMENT 2KITCHENSPA RETAILSPA BARDININGFITNESSPRO SHOPOFFICEMASSAGE WAITINGMEN'SWOMEN'SMAINENTRYELECTRICAL(OPENTO SKY)KOIPONDLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK at F.O.C.COUNTRY CLUB DRIVE (PRIVATE ROAD)NOT-A-PARTPROPERTY LINELIMIT OF WORK AT TUBULAR STEEL FENCELINE-OF-SIGHTLINE-OF-SIGHTFUTURE PHASEDLDLDL15 galBOU ESP3POTTERY WITH PLANTING, TYP.SELECTION TO BE APPROVED BYOWNER.POTTERY WITH PLANTING, TYP.SELECTION TO BE APPROVED BYOWNER.POTTERY WITH PLANTING, TYP.SELECTION TO BE APPROVED BYOWNER.POTTERY WITHPLANTING, TYP.SELECTION TOBE APPROVED BYOWNER.ATATATATBBBBBBBBBBBBBBBBBBBBBBATATRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMATAMAMAMATATATATATATATATATATATBBBBBBBBBBAMAMAMBBBBBBBBATPIPIPIPIPIPIPIBOBOBOBOBOBOBOBOATATRMRMRMRMRMRMRMRMLLLLLLLLLLLLLLLLLLLAALLHPHPHPHPHPHPHPHPHPHPATATATAMAMATATAMSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSHPHPHPHPHPHPHPHPHPHPSSSSSSSSSSSSSSSSSSBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOPIPIPIPIPIATATATATATATCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLATATATPIPIPIPIPIPILLLLLLLLLLLLLLLLSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLTTTTTTTTTTTTATATATATATATATTSRSRSRSRTTTTSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRPISRATLIMIT OF COBBLESEE TREE PLANSPPPPPPPPPPPPPPPPPPPPPPPPPPPPPSSSSBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOLLSRSRSRSRSRSRSRTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTRMTTTTTTTTTTTTTTTTTLLTTRMTTTTTTTTSRSRSHRUB PLANTING WITHIN LINEOF SIGHT SHALL BE MAINTAINEDAT 24" MAXIMUM HEIGHT, TYP.LLCLCLCLCLCLCLCLCLCLRENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTPER SPECIAL LANDSCAPE RESTRICTIONS.RECORDED 3-11-1994DOC. NO. 94-0184986SHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYAEONIUM ARBOREUM `ZWARTKOP`BLACK ROSE AEONIUM12"W X 12"H1 GALLOW18AEONIUM URBICUMDINNER PLATE AEONIUM12"W X 12"H1 GALLOW416AGAVE AMERICANACENTURY PLANT48"W X 48"H15 GALLOW23AGAVE ATTENUATA `NOVA`AGAVE36"W X 36"H15 GALLOW158AGAVE DESMETTIANADWARF CENTURY PLANT30"W X 24"H15 GALLOW25ALOE ARBORESCENSTORCH ALOE36"W X 36"H5 GALLOW15ARBUTUS UNEDO `COMPACTA`DWARF STRAWBERRY TREE48"W X 48"H5 GALMEDIUM48BOUGAINVILLEA X `OO-LA-LA` TMOO-LA-LA BOUGAINVILLEAGROUNDCOVER48"W X 24"H5 GALLOW187BOUGAINVILLEA X `ROSENKA`BOUGAINVILLEA36"W X 36"H5 GALLOW91BUXUS MICROPHYLLA JAPONICA `GREEN BEAUTY`GREEN BEAUTY BOXWOOD24"W X 24"H5 GALLOW260CALLISTEMON CITRINUS `LITTLE JOHN`DWARF BOTTLE BRUSH36"W X 36"H5 GALLOW240CAREX DIVULSABERKELEY SEDGE24"W X 24"H5 GALMEDIUM500CARISSA MACROCARPA `TOMLINSON`TOMLINSON NATAL PLUM36"W X 12"H5 GALLOW317DASYLIRION WHEELERIGREY DESERT SPOON48"W X 48"H15 GALLOW7ECHIUM FASTUOSUM `BLUE DWARF`DWARF PRIDE OF MADEIRA36"W X 36"H5 GALLOW19HESPERALOE PARVIFLORARED YUCCA36"W X 36"H5 GALLOW52LIGUSTRUM JAPONICUM `TEXANUM`WAX LEAF PRIVET36"W X 72"H5 GALMEDIUM438LIRIOPE GIGANTEAGIANT LIRIOPE24"W X 24"H5 GALMEDIUM24MISCANTHUS SINENSIS `MORNING LIGHT`EULALIA GRASS36"W X 36"H5 GALMEDIUM148MYOPORUM PARVIFOLIUMTRAILING MYOPORUM36"W X 12"H1 GALMEDIUM42PENNISETUM X `FAIRY TAILS`EVERGREEN FOUNTAIN GRASS36"W X 48"H5 GALLOW24PHILODENDRON X `XANADU`PHILODENDRON30"W X 24"H5 GALMEDIUM29PITTOSPORUM CRASS. `COMPACTUM`DWARF KARO36"W X 24"H5 GALLOW129PITTOSPORUM T. `MARJORIE CHANNON`TAWHIWHI5`W X 12`H15 GALMEDIUM61RHAPHIOLEPIS INDICA `MAJESTIC BEAUTY` TMMAJESTIC BEAUTY INDIAN HAWTHORN48"W X 48"H15 GALMEDIUM101ROSMARINUS OFFICINALIS `PROSTRATUS`DWARF ROSEMARY36"W X 12"H5 GALLOW712STIPA TENUISSIMAFINESTEM NEEDLEGRASS24"W X 24"H5 GALLOW114STRELITZIA REGINAEBIRD OF PARADISE36"W X 48"H15 GALMEDIUM84TRACHELOSPERMUM JASMINOIDESCHINESE STAR JASMINE36"W X 12"H5 GALMEDIUM116GROUND COVERSBOTANICAL / COMMON NAMECONTWUCOLSQTYBOUGAINVILLEA X 'ROSENKA'ROSENKA BOUGAINVILLEA5 GALLOW16ROSMARINUS OFFICINALIS 'PROSTRATUS'DWARF ROSEMARY1 GALLOW304SENECIO SERPENSBLUE CHALKSTICKSPLANTED 12" O.C.12"W X 12"H1 GALLOW877AMATAAAARBOBCLCEHPLMIMP2PPIPTRMSSRTPLANT SCHEDULE SITEWIDEFOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.FOR GENERAL PLANTING NOTES SEE SHEET LP.4.REFERENCE NOTE:CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.7SHRUB &GROUNDCOVERPLANTING PLANMATCHLINE - SEE SHEET LP.9MATCHLINE - SEE SHEET LP.8 MATCHLINE - SEE SHEET LP.8MATCHLINE - SEE SHEET LP.10LP.7LP.8LP.9LP.10LP.11LP.12 STOPNOPARKING EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at F.O.C.LIMIT OF WORK AT F.O.C.PROPERTY LINEL INE -O F - S IGHT LINE-OF-SIGHTAM ATATALLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLHPHPHPHPHPHPHPHPHPHPATATATAMAMATATAMSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSHPHPHPHPHPHPHPHPHPHPSSSSSSSSSSSSSSSSSSBOBOBOBOBOBOBOBOBOBOBOBOBOBOPIPIATATCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRSRLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLATATATATATATATATATATATATATATATATPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIATPIATATATATATATATATPIPIPIPIPIPIPIPIPIPIPIPIPIPIATCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLHPHPHPHPHPHPHPHPAMAMAMAMATATATATATATATATBOBOBOBOBOBOBOBOBOBOBOSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSBOBOBOBOBOBOTTTTTTTTTTTTTTTTTTTTATATATATATATATPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTBOBOBOBOBOBOBOBOATATATATATPTATBOBOBOSSSBOBOPTHPHPHPPTSRATLIMIT OF COBBLESEE TREE PLANSLIMIT OF COBBLESEE TREE PLANSATATATPIPIPIPIPIPIATATATCLPIPIPIPIPIPIEXISTING PLANTMATERIALPROTECT-IN-PLACECCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCSSSSATBOBOBOBOBOBOBOBOBOLLSRSRSRSRRMTTTTTTTTCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCLLLLLLLLLLLLLLATATATATATATPIPIPIPIPIPIPIPIPIPIPIATLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLTTTTTTTTTTTTTTTTSRSRSHRUB PLANTING WITHIN LINEOF SIGHT SHALL BE MAINTAINEDAT 24" MAXIMUM HEIGHT, TYP.LLBOBOBOPTPTPTPTPTPTBOBOBOBOBOBOBOBOBOBORENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTRENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTPER SPECIAL LANDSCAPE RESTRICTIONS.RECORDED 3-11-1994DOC. NO. 94-0184986SHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYAEONIUM ARBOREUM `ZWARTKOP`BLACK ROSE AEONIUM12"W X 12"H1 GALLOW18AEONIUM URBICUMDINNER PLATE AEONIUM12"W X 12"H1 GALLOW416AGAVE AMERICANACENTURY PLANT48"W X 48"H15 GALLOW23AGAVE ATTENUATA `NOVA`AGAVE36"W X 36"H15 GALLOW158AGAVE DESMETTIANADWARF CENTURY PLANT30"W X 24"H15 GALLOW25ALOE ARBORESCENSTORCH ALOE36"W X 36"H5 GALLOW15ARBUTUS UNEDO `COMPACTA`DWARF STRAWBERRY TREE48"W X 48"H5 GALMEDIUM48BOUGAINVILLEA X `OO-LA-LA` TMOO-LA-LA BOUGAINVILLEAGROUNDCOVER48"W X 24"H5 GALLOW187BOUGAINVILLEA X `ROSENKA`BOUGAINVILLEA36"W X 36"H5 GALLOW91BUXUS MICROPHYLLA JAPONICA `GREEN BEAUTY`GREEN BEAUTY BOXWOOD24"W X 24"H5 GALLOW260CALLISTEMON CITRINUS `LITTLE JOHN`DWARF BOTTLE BRUSH36"W X 36"H5 GALLOW240CAREX DIVULSABERKELEY SEDGE24"W X 24"H5 GALMEDIUM500CARISSA MACROCARPA `TOMLINSON`TOMLINSON NATAL PLUM36"W X 12"H5 GALLOW317DASYLIRION WHEELERIGREY DESERT SPOON48"W X 48"H15 GALLOW7ECHIUM FASTUOSUM `BLUE DWARF`DWARF PRIDE OF MADEIRA36"W X 36"H5 GALLOW19HESPERALOE PARVIFLORARED YUCCA36"W X 36"H5 GALLOW52LIGUSTRUM JAPONICUM `TEXANUM`WAX LEAF PRIVET36"W X 72"H5 GALMEDIUM438LIRIOPE GIGANTEAGIANT LIRIOPE24"W X 24"H5 GALMEDIUM24MISCANTHUS SINENSIS `MORNING LIGHT`EULALIA GRASS36"W X 36"H5 GALMEDIUM148MYOPORUM PARVIFOLIUMTRAILING MYOPORUM36"W X 12"H1 GALMEDIUM42PENNISETUM X `FAIRY TAILS`EVERGREEN FOUNTAIN GRASS36"W X 48"H5 GALLOW24PHILODENDRON X `XANADU`PHILODENDRON30"W X 24"H5 GALMEDIUM29PITTOSPORUM CRASS. `COMPACTUM`DWARF KARO36"W X 24"H5 GALLOW129PITTOSPORUM T. `MARJORIE CHANNON`TAWHIWHI5`W X 12`H15 GALMEDIUM61RHAPHIOLEPIS INDICA `MAJESTIC BEAUTY` TMMAJESTIC BEAUTY INDIAN HAWTHORN48"W X 48"H15 GALMEDIUM101ROSMARINUS OFFICINALIS `PROSTRATUS`DWARF ROSEMARY36"W X 12"H5 GALLOW712STIPA TENUISSIMAFINESTEM NEEDLEGRASS24"W X 24"H5 GALLOW114STRELITZIA REGINAEBIRD OF PARADISE36"W X 48"H15 GALMEDIUM84TRACHELOSPERMUM JASMINOIDESCHINESE STAR JASMINE36"W X 12"H5 GALMEDIUM116GROUND COVERSBOTANICAL / COMMON NAMECONTWUCOLSQTYBOUGAINVILLEA X 'ROSENKA'ROSENKA BOUGAINVILLEA5 GALLOW16ROSMARINUS OFFICINALIS 'PROSTRATUS'DWARF ROSEMARY1 GALLOW304SENECIO SERPENSBLUE CHALKSTICKSPLANTED 12" O.C.12"W X 12"H1 GALLOW877AMATAAAARBOBCLCEHPLMIMP2PPIPTRMSSRTPLANT SCHEDULE SITEWIDEFOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.FOR GENERAL PLANTING NOTES SEE SHEET LP.4.REFERENCE NOTE:CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.8SHRUB &GROUNDCOVERPLANTING PLANMATCHLINE - SEE SHEET LP.9MATCHLINE - SEE SHEET LP.7 MATCHLINE - SEE SHEET LP.7 SEE SHEET LP.9 LP.7LP.8LP.9LP.10LP.11LP.12 EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINE LIMIT OF WORK AT TUBULAR STEEL FENCE NOT-A-PARTVILLA COURT (PRIVATE)JUN TORJUN TORJUN TORJUN TORPC24"box6JUN TORJUN TORJUN TORBOLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARTTTTLLLLARARARMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMBARK MULCH ONLY UNDEREUCALYPTUSBARK MULCH ONLY UNDEREUCALYPTUSLLLLLBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOP2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2ARMIMIMIMIMIP2P2P2P2P2P2P2P2P2LLAAROROPHOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOPIPIPIALL PLANTING THIS SHEETINCLUDED IN "VILLAS"PLANT SCHEDULELLLMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINEARARARARARARARARARLIMIT OF COBBLESEE TREE PLANSCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.9SHRUB &GROUNDCOVERPLANTING PLANMATCHLINE - SEE SHEET LP.12MATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LP.8MATCHLINE - SEE SHEET LP.12MATCHLINE - SEE SHEET LP.12 MATCHLINE - SEE LEFTMATCHLINE - SEE SHEET LP.7LP.7LP.8LP.9LP.10LP.11LP.12 STOPNOPARKINGRESERVEDEMPLOYEEONLYRESERVEDEMPLOYEEONLYCENTRALPLANTEQUIPMENTLIMIT OF WORKLIMIT OF WORK at F.O.C.LIMIT OF WORK at PROPERTY LINECOUNTRY CLUB DRIVE (PRIVATE ROAD)LINE-OF-SIGHTLINE-OF-SIGHTAMAMAMAMAMAMAMAMAMAMATATATATATATATATATATATATATATATATATATATATATATBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBAAAAAAAAAAAAAAAAAARMRMRMRMRMRMRMRMRMRMAAAABBBBBBRMRMRMBAAAAATATATATATATLLLLLLLLLLLBBBAAAAAAAAATATATATATBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOAAAABOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLRMRMRMRMRMRMHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLBBBBPTPTPTPTPTPTATPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPICLCLCLCLCLCLTTTTTLIMIT OF COBBLESEE TREE PLANSCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCATATATPIPIPIMIMIMIMICLCLLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLMIMICLCLCLCLCLCLCLCLCLCLCLCLCLCLCLEEMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIBBBRMMIAAATMIMIMIMIMIMICCCCCCCCCCCCCCCCCCCCCCCMIMIMIMIMICLCLCLCLCLCLCLCLCLRMRMRMRMRMCCCCCPTCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCMIMIMICCCCCCCCCCCCCCCCCCCCCCCCCCCMIMIRENOVATION OF EXISTINGLANDSCAPE ON PARCEL 3.PM 94-102RENOVATION OFEXISTING LANDSCAPEIN EXISTING ACCESSEASEMENT1-31-1993DOC. NO. 93-15 8177SHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYAEONIUM ARBOREUM `ZWARTKOP`BLACK ROSE AEONIUM12"W X 12"H1 GALLOW18AEONIUM URBICUMDINNER PLATE AEONIUM12"W X 12"H1 GALLOW416AGAVE AMERICANACENTURY PLANT48"W X 48"H15 GALLOW23AGAVE ATTENUATA `NOVA`AGAVE36"W X 36"H15 GALLOW158AGAVE DESMETTIANADWARF CENTURY PLANT30"W X 24"H15 GALLOW25ALOE ARBORESCENSTORCH ALOE36"W X 36"H5 GALLOW15ARBUTUS UNEDO `COMPACTA`DWARF STRAWBERRY TREE48"W X 48"H5 GALMEDIUM48BOUGAINVILLEA X `OO-LA-LA` TMOO-LA-LA BOUGAINVILLEAGROUNDCOVER48"W X 24"H5 GALLOW187BOUGAINVILLEA X `ROSENKA`BOUGAINVILLEA36"W X 36"H5 GALLOW91BUXUS MICROPHYLLA JAPONICA `GREEN BEAUTY`GREEN BEAUTY BOXWOOD24"W X 24"H5 GALLOW260CALLISTEMON CITRINUS `LITTLE JOHN`DWARF BOTTLE BRUSH36"W X 36"H5 GALLOW240CAREX DIVULSABERKELEY SEDGE24"W X 24"H5 GALMEDIUM500CARISSA MACROCARPA `TOMLINSON`TOMLINSON NATAL PLUM36"W X 12"H5 GALLOW317DASYLIRION WHEELERIGREY DESERT SPOON48"W X 48"H15 GALLOW7ECHIUM FASTUOSUM `BLUE DWARF`DWARF PRIDE OF MADEIRA36"W X 36"H5 GALLOW19HESPERALOE PARVIFLORARED YUCCA36"W X 36"H5 GALLOW52LIGUSTRUM JAPONICUM `TEXANUM`WAX LEAF PRIVET36"W X 72"H5 GALMEDIUM438LIRIOPE GIGANTEAGIANT LIRIOPE24"W X 24"H5 GALMEDIUM24MISCANTHUS SINENSIS `MORNING LIGHT`EULALIA GRASS36"W X 36"H5 GALMEDIUM148MYOPORUM PARVIFOLIUMTRAILING MYOPORUM36"W X 12"H1 GALMEDIUM42PENNISETUM X `FAIRY TAILS`EVERGREEN FOUNTAIN GRASS36"W X 48"H5 GALLOW24PHILODENDRON X `XANADU`PHILODENDRON30"W X 24"H5 GALMEDIUM29PITTOSPORUM CRASS. `COMPACTUM`DWARF KARO36"W X 24"H5 GALLOW129PITTOSPORUM T. `MARJORIE CHANNON`TAWHIWHI5`W X 12`H15 GALMEDIUM61RHAPHIOLEPIS INDICA `MAJESTIC BEAUTY` TMMAJESTIC BEAUTY INDIAN HAWTHORN48"W X 48"H15 GALMEDIUM101ROSMARINUS OFFICINALIS `PROSTRATUS`DWARF ROSEMARY36"W X 12"H5 GALLOW712STIPA TENUISSIMAFINESTEM NEEDLEGRASS24"W X 24"H5 GALLOW114STRELITZIA REGINAEBIRD OF PARADISE36"W X 48"H15 GALMEDIUM84TRACHELOSPERMUM JASMINOIDESCHINESE STAR JASMINE36"W X 12"H5 GALMEDIUM116GROUND COVERSBOTANICAL / COMMON NAMECONTWUCOLSQTYBOUGAINVILLEA X 'ROSENKA'ROSENKA BOUGAINVILLEA5 GALLOW16ROSMARINUS OFFICINALIS 'PROSTRATUS'DWARF ROSEMARY1 GALLOW304SENECIO SERPENSBLUE CHALKSTICKSPLANTED 12" O.C.12"W X 12"H1 GALLOW877AMATAAAARBOBCLCEHPLMIMP2PPIPTRMSSRTPLANT SCHEDULE SITEWIDEFOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.FOR GENERAL PLANTING NOTES SEE SHEET LP.4.REFERENCE NOTE:CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.10SHRUB &GROUNDCOVERPLANTING PLANMATCHLINE - SEE SHEET LP.11 MATCHLINE - SEE SHEET LP.7LP.7LP.8LP.9LP.10LP.11LP.12 STOPONE WAYDO NOT ENTERLIMIT OF WORKPROPERTY LINELIMIT OF WORK AT F.O.C.LIMIT OF WORK AT PROPERTY L IN E VILLA COURT (PR IVATE )DLDLDLAMAMAMAMAMAMAMAMAMAMATATATATATATATATATATATATBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBAAAAAAAARMRMRMRMRMRMRMRMAAAABRMRMRMBAAAAAABBBAAAATATATATATBOBOBOBOAAAARMRMRMRMRMHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPHPATATATATATATLIMIT OF COBBLESEE TREE PLANSLIMIT OF COBBLESEE TREE PLANSCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLATBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOBOATATATATATATATATBOBOBOBOBOATATEEEEEEEEEEEEEEEMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIEEATATMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIATATATATATAAAEMIMIMIMIMIMIMIMIMIMIMIMISTREETSCAPE PLANTSINCLUDED IN "VILLAS"PLANT SCHEDULEFRONT PLANTSINCLUDED IN"SITEWIDE" PLANTSCHEDULEMIMICCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCRENOVATION OFEXISTING LANDSCAPEIN EXISTING ACCESSEASEMENT1-31-1993DOC. NO. 93-15 8177AAAAAAAAPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIDO NOT ENTERNOT-A-PARTNOT-A-PARTNOT-A-PARTVILLA COURT (PRIVATE)VILLA COURT (PRIVATE)CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLP2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLSTREETSCAPE PLANTSINCLUDED IN "VILLAS"PLANT SCHEDULEALL STREETSCAPE PLANTSINCLUDED IN "VILLAS"PLANT SCHEDULESHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYAEONIUM URBICUMDINNER PLATE AEONIUM12"W X 12"H1 GALLOW12AGAVE ATTENUATA `NOVA`AGAVE36"W X 36"H15 GALLOW24ALOE ARBORESCENSTORCH ALOE36"W X 36"H5 GALLOW1ALOE STRIATA HYB.CORAL ALOE HYBRID30"W X 12"H5 GALLOW6ARBUTUS UNEDO `COMPACTA`DWARF STRAWBERRY TREE48"W X 48"H5 GALMEDIUM22BOUGAINVILLEA X `ROSENKA`BOUGAINVILLEA36"W X 36"H5 GALLOW8CALLISTEMON CITRINUS `LITTLE JOHN`DWARF BOTTLE BRUSH36"W X 36"H5 GALLOW163CAREX DIVULSABERKELEY SEDGE24"W X 24"H5 GALMEDIUM323DASYLIRION WHEELERIGREY DESERT SPOON48"W X 48"H15 GALLOW5ECHEVERIA 'AFTERGLOW'AFTERGLOW HEN AND CHICKS12"W X 12"H1 GALLOW26FESTUCA GLAUCABLUE FESCUE12"W X 12"H1 GALLOW60LIGUSTRUM JAPONICUM `TEXANUM`WAX LEAF PRIVET36"W X 72"H5 GALMEDIUM56LIRIOPE GIGANTEAGIANT LIRIOPE24"W X 24"H5 GALMEDIUM55LOMANDRA LONGIFOLIA `BREEZE`DWARF MAT RUSH36"W X 30"H5 GALLOW94PENNISETUM X `FAIRY TAILS`EVERGREEN FOUNTAIN GRASS36"W X 48"H5 GALLOW92PHORMIUM X `BLACK ADDER`NEW ZEALAND FLAX24"W X 24"H15 GALMEDIUM8PITTOSPORUM CRASS. `COMPACTUM`DWARF KARO36"W X 24"H5 GALLOW40PITTOSPORUM T. `MARJORIE CHANNON`TAWHIWHI5`W X 12`H15 GALMEDIUM2PITTOSPORUM TOBIRA `VARIEGATA`VARIEGATED MOCK ORANGE36"W X 48"H5 GALMEDIUM23ROSA FLORIBUNDA `ICEBERG`ICEBERG ROSE36"W X 48"H5 GALMEDIUM15ROSA X `KNOCKOUT` TMROSE36"W X 24"H5 GALMEDIUM29ROSMARINUS OFFICINALIS `PROSTRATUS`DWARF ROSEMARY36"W X 12"H5 GALLOW31SESLERIA X `GREENLEE HYBRID`GREENLEE MOOR GRASS12"W X 12"H5 GALLOW90STRELITZIA REGINAEBIRD OF PARADISE36"W X 48"H15 GALMEDIUM1TRACHELOSPERMUM JASMINOIDESCHINESE STAR JASMINE36"W X 12"H5 GALMEDIUM159WESTRINGIA FRUTICOSA `SMOKEY`SMOKEY WESTRINGIA30"W X 24"H5 GALLOW1ATAAARBCLLLOP2PHOPIPTPVRIROSRTWPLANT SCHEDULE VILLASFOR PLANTING DETAILS SEE SHEET LP.13.FOR PLANTING SPECIFICATIONS SEE SHEET LP.14.FOR GENERAL PLANTING NOTES SEE SHEET LP.4.REFERENCE NOTE:CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.11SHRUB &GROUNDCOVERPLANTING PLANMATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LP.12MATCHLINE - SEE LEFTMA TCH L IN E - S E E SH E E T L P . 1 0 LP.7LP.8LP.9LP.10LP.11LP.12 EXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK AT PROPERTY LINE NOT-A-PARTNOT-A-PARTLIMIT OF WORKLIMIT OF WORKVILLA COURT (PRIVATE)JUN TORJUN TORJUN TORJUN TORJUN TORJUN TORTTTTCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLP2P2P2P2P2P2P2P2P2P2P2CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLP2P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2RIRIRIRIRIRIRIRIRIATATATBBBBATATBBPTPIPIPIPIPIPIPIPIPIPIPIATATATATRIRIRIRIWPIPIPIPIPITTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTPVPVPVPVPVPVPVPVPVPVPVPVTTTTTTTTTTTTTTTPVPVPVTPVPVPVPVPVPVTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLPIPIPIPIPIBBATARARARARARARARARARARARLLLLLLLLLLLAAROROROROROATATATROLLPHOPHOPHOPHOPHOPHOPVPVTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTLOLOLOLOLOLOLOLOLOLOLOLOLOLOROROROLOLOLOLOPIPIPIPIPIPIPIPIPIPIPIPIPITTPHOATATATATROROROROROROROATROROROROLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOROROROROPHOARARARARARARRIRIPTARARARARARATATATSRATATATLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOTPIPIPIPIPIPIROROROROROLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOLOALL PLANTING THIS SHEETINCLUDED IN "VILLAS"PLANT SCHEDULELLLMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMIMICITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.12SHRUB &GROUNDCOVERPLANTING PLANMATCHLINE - SEE SHEET LP.11MATCHLINE - SEE SHEET LP.9MATCHLINE - SEE SHEET LP.9 MATCHLINE - SEE SHEET LP.9 LP.7LP.8LP.9LP.10LP.11LP.12 CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.13PLANTING DETAILSBPALM HEIGHTSScale: N.T.S.PAL-HTSLEGEND:1BROWN TRUNK HEIGHT (B.T.H.)SKINNED TRUNKDIAMOND CUT TRUNKFINISH GRADE2344211PALMATE PALMPINNATE PALM121112111010998678765322x ROOTBALL HEIGHT 2x ROOTBALLHEIGHT2'-0"2'-0"12" MIN.PLAN VIEWPREVAILINGWINDSECTIONLEGEND:1TREE STAKES (2 PER TREE)TREE TRUNK3" MIN. DEPTH MULCHLODGE POLE PINE TREE STAKES TREATED W/COPPER NAPTHANATE. 2" CUT OFF BELOWCANOPYRUBBER/VINYL CINCH TIE OR APPROVED EQUALNAILED TO STAKE. LOCATE AT DEFLECTIONPOINT (4 PER TREE)TEMPORARY WATER BASIN BERM REMOVE PRIORTO HYDROSEEDING OR SODDINGMULCH (3" MINIMUM DEPTH)FINISH GRADEROOT BALL18" x 6'-0" ROOT BARRIER INSTALL at ALL TREESPLANTED 5' FROM WALLS, HARDSCAPE, ETC.MANUFACTURER BY CENTURY ROOT BARRIERS(800) 480-8084 OR APPROVED EQUALAMENDED BACKFILLSUB-GRADETOP OF STAKES SHALL NOT COME IN CONTACT W/ BRANCHES.REFER TO SPECIFICATIONS FOR MULCH, PLANT PIT ANDAMENDMENT REQUIREMENTSALL TREES PLANTED IN TURF SHALL RECEIVE PLASTIC ARBORGUARDSNOTE:1542341.2.3.4323412NOTES:1.PLANT HOLE SHALL BE LARGER ifNECESSARY to PERMIT HANDLINGand PLANTING without INJURY orBREAKAGE of the ROOT BALL andROOT SYSTEM.2.PLANT HOLE SIZE SHALL BE TWICETHE CONTAINER DIAMETER3.PLANT with NITROLIZED WOODSHAVINGSWATER BASIN FORMED BY 3" HIGHBERMFINISH GRADE (ROOT BALL 1/2" ABOVEFINISH GRADE AFTER SETTLEMENT)ROOTBALLBACKFILL MIX SHALL CONSIST OF 75%NATIVE SOIL, 25% TYPE 1 SOILAMENDMENT1LEGEND:CSHRUB PLANTINGScale: N.T.S.PLT-SHBDPALM TREE PLANTING & DRAINScale: N.T.S.PLM-PLT223146751.FINISH SURFACEPALM TREE ROOT BALL. FOR LOCATIONS SEE PLANTING PLAN4" PERFORATED SCHEDULE 40 P.V.C. OBSERVATION TUBE. TUBE SHALL EXTEND24" DOWN from BOTTOM OF THE PLANTING PIT. ALL PERFORATED PIPES WILL be WRAPPED with DRAINGUARD FABRIC.FLAT SLOTTED DRAIN CAP. TOP 1/8 of GRATE to be 2" ABOVE FINISH GRADENOT to be USED as SURFACE DRAINAGE.100% WASHED PLASTER or CONCRETE SAND JETTED TO SETTLE.DRAINGUARD FABRIC LAYER, 2" MIN. SLOPE1" PEA GRAVEL or 1" DIA. CRUSHED ROCK LAYERPLANTING PIT. SEE DETAIL FOR DIMENSIONS.PLANT HOLE SHALL BE LARGER IF NECESSARY to PERMIT HANDLING andPLANTING without INJURY or BREAKAGE of the ROOT BALL or ROOT SYSTEMNOTES:LEGEND:812"3673"MIN.2" MIN.12"12" 6' PLANTING PIT 12"1452PALM TRUNK TO BE PLUMB(VERTICAL)9 0 ° T Y P .34EROOT BARRIER at TREE CUT OUTScale: N.T.S.432TREE PER PLAN24" DEEP ROOT BARRIER. EXTENDS 5'ON EITHER SIDE OF TREE ALONGCURB OR EDGE OF PAVING.BACK OF CURB OR EDGE OF PAVING.TYPICAL.TREE BOX - SIZE VARIES.1LEGEND:1234NOTE:ROOT BARRIER SHALL BE USED ATTREE CUT OUTS .1.12" FOR OLIVES 9" FOR PINES 2 TIMESROOTBALL DIA.VARIESPER ROOTBALL1"SECTION1"1% MIN.1% MIN.1% MIN.1% MIN.1.SPECIMEN TREE ROOTBALL CROWN -REFER TO PLANTING PLAN FOR TYPE AND SIZE2.4" DIA. BLACK SNAP END CAP 2" ABOVE FINISH GRADE3.PLANT BACKFILL MIX PER PLANTING SPECIFICATIONS4.AMENDED PLANTING AREA PER AGRONOMIC SOILS REPORT5.FINISH GRADE/SURFACE6.4" DIA. SOLID SDR-35 INSPECTION PIPE EXTEND VERTICALLY ABOVE FINISH GRADE7.4" DIA. PERFORATED SDR-35 DRAIN PIPE, PERFORATED HOLES TO BE FACING DOWN8.4" DIA. SOLID SDR-35 DRAIN PIPE TO STORM DRAIN9.ROOT BARRIER WHERE HARDSCAPE IS LESS THAN 5 FEET AWAY FROM ROOTBALL -REFER TO10.COMPACTED 34" DIA. WASHED GRAVEL WRAPPED IN MIRAFI140 NC FILTER FABRIC -OVERLAP AMIN. OF 6"NOTES:A.SEE CIVIL ENGINEERING PLANS FOR STORM DRAIN CONNECTION AND INVERT. VERIFY INVERTAND ROOTBALL DEPTH PRIOR TO INSTALLATION.B.PLANTING PIT SHALL BE TAPERED AND SCARIFIED.C.ALL PLANTING BACKFILL SHALL BE HOMOGENEOUSLY BLENDED PER THE SPECIFICATIONSAND AGRONOMIC SOILS REPORTD.NO STYRENE PRODUCTS WILL BE ACCEPTED FOR DRAIN PIPES.E.BOTTOM OF PLANTING BOXES SHALL BE REMOVED FROM TREES 60" BOX AND SMALLER.F.IRRIGATION SHALL BE HELD BACK 1'-0" MIN. FROM THE ROOT COLLAR. INSTALL (4) IRRIGATIONHEADS FOR 60" BOX OR LARGER AND (6) HEADS FOR 120" BOX OR LARGERG.ONE WEEK AFTER INSTALLATION APPLY SPECIES APPROPRIATE "MYCO DRENCH" FROM TRI-CENTERPRISES TO ALL SPECIMEN TREE ROOTBALLS AND BACKFILL MIXLEGEND:48" BOX & LARGER PLANTING withDRAINAGE and INSPECTION TUBEF1% MIN.86137912345678595107(48" BOX & LARGER)24", 36", 48" BOX TREE PLANTING (DBL.STAKING)AG CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202106/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLP.14PLANTINGSPECIFICATIONSCAREFULLY REMOVED WITHOUT DAMAGE TO THE ROOTBALL.BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH5. 4. 3. D. LANDSCAPE GRADING NOTES2. 1. 17. 16. 15. 14. 13. 12. 11. 10. 9. 8. B. FIELD OBSERVATIONSCONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS.AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIRWITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, OR CORPORATIONS WHO HAVE PURCHASED THESE PLANSHEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALSCOMPLETING THE FIELD OBSERVATION SERVICES SET FORTHDESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROMTHE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTODETECT ERRORS AND OMISSIONS IN THE PLANS ANDUNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TOMISINTERPRETATION OF THE INTENT OF THE DESIGN. ANYHEREIN WILL SIGNIFICANTLY INCREASE THECOMPLETE THE FIELD OBSERVATION SERVICES SET FORTH USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE ANDOBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TOPROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELDSAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TOPREPARED WITH THE UNDERSTANDING THAT THE OWNER OFREQUIRED FIELD OBSERVATION WORK1. : THESE PLANS WERECONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETIONALL DAMAGED PLANTING, PAVING OR OTHER THE OWNER -INCLUDING THE COMPLETE RESTORATION OFSATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S WHICH MAY OCCUR DURING THE 90 DAY PERIOD FINALMINIMUM ONE (1) YEAR. ANY SETTLING OF TREE/SHRUB WELLSUSED SHALL CARRY A MANUFACTURER'S GUARANTEE OFSHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALSCONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREESFOR 90 DAYS FROM DATE OF COMPLETION BY THEWORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDERAGAINST ALL DEFECTS AND FAULT OF MATERIAL ANDDONE UNDER THIS CONTRACT, SHALL BE GUARANTEED: THE ENTIRE LANDSCAPE INCLUDING ALL WORKMAINTAIN AND CARE FOR LANDSCAPE PLANTINGS.AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLYPROJECT, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S: AT THE COMPLETION OF THEALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS.: CONTRACTOR SHALL KEEP THE TO THE SATISFACTION OF THE OWNER'S AUTHORIZEDRECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETEDIMPROVEMENTS OF ANY KIND.MAINTENANCE INSTRUCTIONSCODE AND ORDINANCES.SITE MAINTENANCEREPRESENTATIVE.22. 23. GUARANTEE21. : THE COMPLETION OF THE REMOVED AT CONTRACTOR'S EXPENSE.THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BYCONFORM TO LOCAL CODES AND ORDINANCES. ANYAND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALLFOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNERDRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVALPRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON: DESIGN, MATERIAL, EQUIPMENT ANDTHE MANUFACTURER'S SPECIFICATIONS.INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITHOR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERETHESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION: ALL MATERIALS AND EQUIPMENT SPECIFIED INSPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR BE FURNISHED AND INSTALLED WHETHER OR NOT WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT : SEE GENERAL NOTES ON THE PRECEDENCE OVER SCALED DIMENSIONS.WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE : ALL SCALE DIMENSIONS ARE APPROXIMATE.ARCHITECTURAL FEATURES AND UTILITIES.NOTICE OF COMPLETIONSUBSTITUTIONS20. 19. PLANTING NOTES18. MATERIALSDETAILS.16. 17. DIMENSIONSTAMP EACH ROLL AGAINST THE STRIPS TO ELIMINATE JOINTSTHE REPORT SHALL BE IMMEDIATELY FORWARDED TO THEAND SOIL CONDITIONERS ARE ELIMINATED.TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOILAMENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL: INCORPORATE THE FOLLOWING SOIL: ALL LANDSCAPE AREAS SHALL BE PRIOR TO INSTALLATION OF PLANT MATERIALS.SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECTAPPROVED SOILS LABORATORY AND/OR ANY ADDITIONALPROVIDE FOR A SOILS AGRONOMY REPORT FROM ANARE FOR BIDDING PURPOSES ONLY. THE OWNER SHALL: THE SOIL AMENDMENTS SPECIFIED20 LBS. PER 1000 SQ. FT.100 LBS. PER 1000 SQ. FT.6 YARDS PER 1000 SQ. FT.LANDSCAPE ARCHITECT UPON COMPLETION.COMMERCIAL FERTILIZERREDWOOD SHAVINGSGYPSUMCULTIVATED TO A DEPTH OF 6".CULTIVATION DEPTHSOIL AMENDMENTSAMENDMENT MIX7. 8. 6. : AFTER ROLLING THE SOD, THE AREAS SHALL BEADJACENT SIDEWALKS, CURBS AND HEADERBOARDS. WATERTYPE SOD ROLLER. SOD SHALL BE FLUSH WITH GRADES OFINSURE MOISTURE PENETRATION, THEN ROLL WITH A RYAN: AFTER LAYING SOD, IRRIGATE MODERATELY TOHEREIN AT THE CONTRACTOR'S EXPENSE TO THE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED: ALL DEFECTS IN SOD PLANTING SHALL BECONTINUALLY MOIST FOR A PERIOD OF TEN DAYS.THOROUGHLY WATERED TO A DEPTH OF 6" AND KEPTAND ROLL AGAIN IF GRADE DOES NOT MEET THESESATISFACTION OF THE OWNER.CONDITIONS.WATERINGDEFECTSINSTALLATIONAND EDGES.G. GROUNDCOVER PLANTING H. SODDING NOTESANALYSIS OF 99% SULFUR (EXPRESSED AS ELEMENTAL)SHALL CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS.PROVIDED AND PAID FOR BY THE OWNER. SOILS REPORTINSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE: ALL SOIL PREPARATION SHALL BEFROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK.WEEDS, ROCKS, DEBRIS, AND OTHER EXTRANEOUS MATERIALS : THE CONTRACTOR SHALL REMOVE ALLADDRESS OF THE LOCATIONS IT WAS DELIVERED TO.SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE ANDBY THE CONTRACTOR. CERTIFICATES SHALL STATE THEMATERIAL SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT: CERTIFICATES FOR EACH DELIVERY OF BULKSHALL BE STORED ON THE SITE UNTIL FURNISHING OFFERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND: SAMPLES OF REDWOOD SHAVINGS, STEER MANURE,PHOSPHORIC ACID - 69.5% UNDILUTED BONE.WITH A MINIMUM ANALYSIS OF 1% NITROGEN - 30%: SHALL BE FINE GROUND, STEAMED, DRY MATERIALSUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED.: STANDARD COMMERCIAL BRAND, GUARANTEEDSOIL PREPARATIONSITE PREPARATIONMATERIALS IS COMPLETED.CERTIFICATESSAMPLESBONE MEALSOIL SULFUR4. 5. 2. 3. 1. 5. 6. 4 PER 15 GALLON, AND 6 PER BOX FOR SPECIMENS LARGER THAN 15 PROLONGED RELEASE NITROGEN. 1 PER 1 GALLON, 2 PER 5 GALLON, FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH AND CLEAN.OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT.BLOCKS OF WOOD, OR OTHER FOREIGN MATTER. SOURCESMILLING OPERATIONS AND SHALL NOT CONTAIN STICKS,AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM: SHALL BE PURE REDWOOD SAWDUST16% NITROGEN - 7% PHOSPHORIC ACID - 12% POTASH (+ IRON)CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWINGGUARANTEED STATEMENT OF ANALYSIS ND SHALL BESUPPLIED BY PACIFIC SOD OR APPROVED EQUAL, PURCHASED: SOD VARIETY SHALL BE PER PLANS. SOD SHALL BEROOT BARRIERS ON ALL TREES WITHIN FIVE (5) FEET OF: CONTRACTOR SHALL INSTALL APPROVEDTO PROPERLY SUPPORT TREES, "CINCH TIES" OR EQUAL.FASTENING BLACK VINYL TREE TIES OF THE SIZES REQUIRED: SHALL BE FLEXIBLE NON-DETERIORATING SELF-: SHALL BEAR THE MANUFACTURER'S : SHALL BE 20-10-5 ANALYSISMINIMUM REQURIEMENTS:COMMERICAL FERTILIZERGALLON OR PER DRAWINGS.REDWOOD SHAVINGSAGRIFORM PLANTING TABLETSHARDSCAPE, STRUCTURES, ETC.AND INSTALL AS INDICATED ON DETAILS.SODROOT BARRIERSTREE TIES3. 4. 2. 1. 2. 3. A STAGGERED PATTERN. A PIECE OF 2 X 4 SHALL BE USED TO : SOD SHALL BE UNROLLED AND PLACED CAREFULLY IN FERTILIZER AT A RATE OF SEVEN POUNDS PER 1,000 SQUARE: PRIOR TO PLACING OF SOD, BROADCAST 16-20-0TWO DAYS AFTER IT IS DELIVERED. IT SHALL NOT BE LEFT IN : INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS.MUST BE PRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. : AFTER PREPARATION OF SOIL, THE AREAGRADE AS THE SOD WILL BRING THE LEVEL UP TO THE PROPER HEIGHT.: SOIL SHALL BE LEFT 1 - 1/2' BELOW FINISHSPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THESHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD THE HOT SUN, IN ROLLS, OR STACKED OVERNIGHT.: ALL DEFECTS IN GROUNDCOVER PLANTING GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT EMERGENT IMMEDIATELY AFTER PLANTING TO ALL: APPLY TREFLAN OR APPROVED PRE-FERTILIZERFEET OVER SURFACE.LAYOUTSITE PREPARATIONHANDLINGSATISFACTION OF THE OWNER.FINISH GRADEINCLUDED.PRE-EMERGENTDEFECTS: WATER THOROUGHLY AFTER SUFFICIENT AREA HASFIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN.PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH ANDSUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN: EXCAVATE PITS A MINIMUM 3" x 4" WITHSHOWN ON THE DRAWINGS IN EVENLY TRIANGULAR SPACED: INSTALL PLANS IN AREAS AND TO SPACING ASPLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THEGALVANIZED EYE SCREWS AND WIRE (PER DETAIL). ATTACHADHESIVE TYPE VINE SUPPORTS WITH SILICONE ADHESIVE ORBE SECURED WITH GALVANIZED NAILS OR GALVANIZED EYE: VINES ATTACHED TO WOOD FENCES SHALLDRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED.BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OFSHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS.: ALL GROUNDCOVER AREAS NOTED ON PLANS: ON MASONRY WALLS ATTACH WITHSPACING INDICATED PER PLANSEXCAVATE PITSWATERINGROWS.SPACINGVINE WITH HEAVY DUTY VINE TIESSCREWS AND HEAVY DUTY VINE TIES.GENERALMASONRY WALLSWOOD FENCES7. 6. 5. 4. 3. 2. C. MATERIAL NOTES1. 5. 4. 3. 2. FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTSINSTALLED. THE CONTRACTOR SHALL MAKE MINORDIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE: THE PLANTING PLANS ARE GENERALLYTHROUGH THE OWNER BEFORE STARTING WORK.LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES: CONTRACTOR SHALL COORDINATE ALLPROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TOTO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS: THE CONTRACTOR SHALL BEDAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODESPUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTYKEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) : THE CONTRACTOR SHALL OBTAIN (AND BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS.TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAYELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR'VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES,: THE CONTRACTOR SHALL BE RESPONSIBLE FORPRECAUTIONS AND PROGRAMS DURING CONSTRUCTION.: THE CONTRACTOR IS SOLELY RESPONSIBLE AND REGULATIONS.PLANTING PLANSCOORDINATIONGUARD AGAINST DAMAGE.LIABLE FOR DAMAGE14. 15. 13. 12. INSURANCE10. 11. SAFETYUTILITIESCALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR.LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FORMEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THESOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, : THE CONTRACTOR IS OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED ORPROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANYRESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT: THE CONTRACTOR SHALL BE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUMEDISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOTNOTIFIED IMMEDIATELY UPON ANY DISCOVERY OFTHE LANDSCAPE ARCHITECT AND OWNER SHALL BEDIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK.: CONTRACTOR SHALL VERIFY ALLOBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND: THE CONTRACTOR SHALLAND ORDINANCES (LOCAL, COUNTY & STATE).SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS : ALL LANDSCAPE : THE CONTRACTOR SHALL BE A C-27 CONSTRUCTION METHODS.METHODS OF CONSTRUCTIONLIABLE FOR ENCROACHMENT9. UNMARKED.8. AGENCY INSPECTIONS AS REQUIRED.ORDINANCES AND REGULATIONSFIELD VERIFICATIONPERMITS AND INSPECTIONS6. 7. 4. 5. LICENSEGOVERNING CODES SHALL THEN APPLY.IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY.AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNERCONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLYERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE: THESE DOCUMENTS MAY CONTAINPER THE DRAWINGS AND SPECIFIED WITHIN.TO FURNISH AND INSTALL A COMPLETE ALL LANDSCAPING LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY : CONTRACTOR SHALL PROVIDE ALL FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THEWORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TOINSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS ANDINVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND: IT SHALL BE THE OWNER'S RESPONSIBILITY INA. GENERAL NOTESPLAN VERIFICATIONSCOPE OF WORK3. 2. PROJECT.1. BIDDINGTEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE.F. VINE PLANTING NOTESE. TREE AND SHRUBREQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOWTO BE TAGGED SHALL BE SELECTED BY LANDSCAPE: ALL SPECIMEN TREES CALLED OUT ON PLANOUT, SUN, WIND BURN, VANDALISM OR ANY OTHER INJURY.STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING : ALL PLANTS SHALL BE HANDLED AND REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONALLANDSCAPE ARCHITECT MAY REJECT ANY PLANT MATERIALBE INSPECTED AND APPROVED PRIOR TO PLANTING.AND SIZES INDICATED ON THE PLANT LIST. ALL PLANTS SHALLINDICATED ON THE DRAWINGS AND SHALL BE OF THE SPECIESTHE QUANTITIES REQUIRED TO COMPLETE THE WORK ASTHEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED INESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND: ALL PLANTS SHALL BE HEALTHY, WELLCOMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ONMATERIALS, SERVICES AND EQUIPMENT NECESSARY TO : WORK SHALL CONSIST OF FURNISHING ALL: TREE STAKES SHALL BE LODGE: THE OWNER OR USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS ANDTHAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERETREE STAKES AND GUYSCOST TO THE OWNER.REJECTION OF PLANT MATERIALHANDLING/STORAGEARCHITECT.TREE TAGGINGTHE DRAWINGS AND HEREIN SPECIFIED.PLANT MATERIALSSCOPE OF WORKSPECIFICATIONS.7. 1. 8. 6. 4. 5. MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS: THE FOLLOWING LIST COMPRISES THE PRINCIPLECONFORMED TO ALL REQUIREMENTS OF THESEINSTALLATION OF ALL PHASES OF THE CONTRACT ANDWORK PROVIDING THE CONTRACTOR HAS COMPLETED THEINSPECTION SHALL BE HELD UPON THE COMPLETION OF THEAPPROVAL BY OWNER AND LANDSCAPE ARCHITECT. A FINAL: WORK SHALL BE COMPLETED UPON FINAL 30, 60, & 90-DAY MAINTENANCE INSPECTIONSPROGRESS/INSTALLATION INSPECTIONGRADING CHECK PRIOR TO GROUND COVERCOMPLETION OF WEED CONTROLAT COMPLETION OF SOIL PREPARATIONJOB SITE MEETINGS AND REQUIRED INSPECTIONS - PRIOR TO CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THEAFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE I. SPECIFICATIONS.GENERALCOMPLETIONOWNER'S SATISFACTION.COMPLETION OF PLANTINGPLANT MATERIAL INSPECTIONDURING SOIL PREPARATION COMMENCEMENT OF WORKPRE-JOB MEETING ON SITE H. G. F. E. D. C. B. A. 2. 3. :1. 9. PLANTING DETAIL, AND THE WOOD SUPPORT STAKE SHALL BEBE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE STAKE BY LOOPING THE TIES IN FIGURE 8'S WITH THE INSIDE: TREE TIES SHALL BE FASTENED TO THE TREE ANDPIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. SEE DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL NOTALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES : ALL NURSERY STAKES SHALL BE REMOVED ANDMULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND: CONSTRUCT A SIX INCH DEEP WATER BASIN,: TREE LOCATIONS TAKE PRECEDENCE OVER: ALL VINES SHALL BE PLANTED PER THE VINEHEREIN AT THE CONTRACTOR'S EXPENSE TO THEWATER THOROUGHLY, BACKFILLING WITH ADDITIONAL MIXIRRIGATION LINES, CONTRACTOR SHALL MAKE FIELDTREE TIESSATISFACTION OF THE OWNER.GALVANIZED ROOFING NAIL.GENERALDEFECTSTREE PLANTING DETAILS.WHERE VOIDS APPEAR.ADJUSTMENTS AS NECESSARY.TREE STAKESWATER BASINTREE LOCATIONSCENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITHWITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN: BACKFILL TO BOTTOM OF ROOT BALLVERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN: PLANT ALL PLANTS AT THEIR NATURAL GROWINGCURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME.INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, GALLON, 4 PER 15 GALLON, AND 6 PER BOX FOR AGRIFORM PLANT TABLETS, 1 PER GALLON, 2 PER 5FOLLOWING PREPARED MIXTURE OR PER SOILS REPORT:FINISH GRADE. BACKFILL BALANCE OF PIT WITH THEDEPTH THAN THE SIZE OF THE PLANT CONTAINER.DEPTH PER DETAIL, IN THE LOCATIONS SHOWN ON THE: EXCAVATE PITS WITH SQUARE ANDSHRUBBERY AND GROUND COVER AREAS SHALL BE TWO: FINISH GRADE OF ALLEXCAVATED PITS SPECIMENS LARGER THAN 15 GALLON. 1/4 LB. BONE MEAL 5 PARTS REDWOOD SHAVINGS 10 PARTS TOP SOILBACKFILL MIXTUREPLANTING NOTESFINISH GRADE AT SHRUB AREASDRAWINGS.PLANT DEPTHBE ENCLOSED OR COVERED BEFORE SUCH INSPECTION ANDJURISDICTION OVER THE WORK. SHOULD ANY OF THE WORKREPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVINGAPPROVED BY THE CONSULTING ENGINEER OR AUTHORIZEDOR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED ANDNOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVEREDAS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECTCONTRACTOR'S EXPENSE. THE OWNER (JOBANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THEOBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OFTHAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANYSUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESSTHE CONTRACTOR SHALL NOTIFY THE OWNER (JOB COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT).OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND: THE CONTRACTOR SHALL: THE FOLLOWINGCLOSING OF NOT INSPECTED WORKEIGHT (48) HOURS IN ADVANCE.FIELD OBSERVATION COORDINATION7. 8. 6. AREAS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT: FINISH GRADE OF ALL TURFPOSITIVE DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE: THE CONTRACTOR SHALL BE RESPONSIBLE FORPOCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT ANDSURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THECHANGES IN THE SURFACE. MINOR MODELING OF THE GROUNDSMOOTH AND EVEN OF A UNIFORM PLANE WITH AN ABRUPTBE UNIFORM. STRAIGHT LEVELS BETWEEN POINTS WHEREINSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALLON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING: FINISH GRADES SHALL BE THOSE INDICATEDWITH THE PLANS, DETAILS AND SPECIFICATIONS OR ASSHALL BE THE MAXIMUM GRADIENT POSSIBLE.NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS ORELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BEWALKS, PAVEMENTS, CURBS, ETC.FINISH GRADE AT TURF AREASSPECIFIED BY THE OWNER.DRAINAGEFINISH GRADEANY ALTERATIONS TO THE LANDSCAPE MUST BE APPROVED BY THEDIRECTOR OFPLANNING AND COMMUNITY DEVELOPMENT.CONTROL ALL HARMFUL DISEASES AND PESTS. ALL CHEMICALAPPLICATIONS MUST BEPER STATE LICENSED ADVISORS AND APPLICATIONS.PRUNING SHALL BE DONE TO KEEP PLANTS WITHIN SPECIALLIMITATIONS, REMOVAL OFDEADWOOD, CROSS-BRANCHING, ETC., PER INTERNATIONAL SOCIETYOF ARBORICULTURESTANDARDS (ISA). PLANTS SHALL NEVER BE SHEARED UNLESS SPECIFIEDON THEAPPROVED PLAN. TREES ARE TO BE ALLOWED TO GROW TO THEDESIGNED SIZE TOPROVIDE MAXIMUM SHADING OF PAVED AREAS.WATER SHALL BE APPLIED FOR OPTIMUM PLANT GROWTH WITHMINIMAL RUNOFF OROVERSPRAY.ADJUST CONTROLLERS PER CURRENT CALIFORNIA IRRIGATIONMANAGEMENTINFORMATION SYSTEM (CIMIS) DATE (805) 664-4921.ALWAYS REPLACE HEADS WITH SAME KIND OR MATCHINGPRECIPITATION RATE.BACKFLOW DEVICE SHALL BE TESTED AND CERTIFIED ANNUALLY BY THELOCAL HEALTH DIVISION.INSPECT TREE SUPPORTS FREQUENTLY AND REMOVE AS SOON ASPLANTS WILL STANDWITHOUT SUPPORT AND WILL BE ABLE TO RESIST WIND DAMAGE.NEVER ALLOWSUPPORT MATERIALS TO GIRDLE TRUNK OF BRANCHES.LANDSCAPE IRRIGATION SHALL BE SCHEDULED DURING THE NIGHT OREARLY MORNINGHOURS.A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE CHECKING,ADJUSTING, ANDREPAIRING THE IRRIGATION EQUIPMENT; AERATING AND DETACHINGTURF AREAS;REPLENISHING MULCH; FERTILIZATION; PRUNING, WEEDING, ANDREMOVING LITTER INALL LANDSCAPED AREAS.A SCHEDULE FOR ONGOING MAINTENANCE SHALL BE PREPARED ANDSHOWN ON THE PLANTING PLAN USING THE FOLLOWING GUIDELINES.1.2.3.4.5.6.7.8.9.10.: WILL BE HELD AT THE END OF 18. FINAL INSPECTIONTHE 90-DAY MAINTENANCE PERIOD.THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES.MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAINWORK, THE CONTRACTOR SHALL REMOVE SURPLUS : DURING THE COURSE OF THE MAINTENANCE GERMINATING AT THE END OF EACH THIRTY DAYS.HYDROSEED ALL HYDROSEEDED AREAS ERODED OR NON-: THE CONTRACTOR SHALL RE-THROUGHOUT THE MAINTENANCE PERIOD.MAINTAIN ALL TURF AREAS AT A TWO INCH HEIGHTHEIGHT OF THREE INCHES WITH MOWER SET AT TWO INCHES.: MOW ALL TURF AREAS BEFORE THEY REACH A RATE OF TEN (10) POUNDS PER 1000 SQ. FT. OF AREA.COMMERCIAL FERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE: FERTILIZE ALL TURF AREAS WITHWITH A BROADLEAF WEED KILLER APPLIED PER: TURF AREAS SHALL BE TREATED LIGHTLY AND RESOD THE FILLED AREAS.SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACTFILL ALL DEPRESSIONS AND ERODED CHANNELS WITH OTHER DEBRIS THAT CONSTITUTE A HINDRANCE TO MOWING.ESTABLISHMENT IS NOT EVIDENT. REMOVE ALL ROCKS OROVERSEED ALL SPOTS OR AREAS WHERE NORMAL SODMAINTENANCE, THE CONTRACTOR SHALL DO THE FOLLOWING. : AT THE END OF EACH THIRTY DAY PERIOD OFRE-HYDROSEEDINGCLEAN UP17. MOWING15. 16. MANUFACTURER'S RECOMMENDATIONS.TURF FERTILIZERTURF WEED CONTROL13. 14. TURF AREAS12. EACH AREA AND ZONE OF EXPOSURE SO THAT THE OPTIMUMMAINTENANCE PERIOD, ALL PLANT MATERIAL SHALL BE IN ADAYS OF NOTIFICATION TO DO SO. AT THE END OF THEDYING, IT SHALL BE REPLACED BY THE CONTRACTOR WITHIN 5 SHOULD ANY PLANT SHOW WEAKNESS AND PROBABILITY OF: DURING THE MAINTENANCE PERIOD, BRANCHES SHALL BE REMOVED BACK TO A POINT OF ARBORS GUIDELINES. DAMAGED, DEAD OR DRYING: ALL PRUNING SHALL BE IN ACCORDANCE WITH NECESSARY STEPS TO ELIMINATE ANY RODENTS: THE CONTRACTOR SHALL TAKE THE SHALL SPRAY AS NECESSARY TO CONTROL ALL INFESTATIONS.OPTION OF THE CONTRACTOR AND UPON PRIOR APPROVAL BYAPPLY CHEMICAL HERBICIDES TO CONTROL WEEDS AT THE : A CERTIFIED TECHNICIAN SHALLDAYS. EXERCISE CARE WHEN CULTIVATING TO AVOID DAMAGEPLANTED AREAS AT REGULAR INTERVALS NOT TO EXCEED 15AMOUNT OF WATER IS APPLIED AT THE PROPER TIMES WITHOUT: A CERTIFIED TECHNICIAN: CULTIVATE AND WEED ALLHEALTHY, GROWING CONDITION.ENCOUNTERED ON SITE.PLANT REPLACEMENTSRODENT CONTROLGROWTH.11. PRUNING9. 10. PEST AND DISEASE CONTROLTHE LANDSCAPE ARCHITECT.TO ROOTS OF THE GROWING PLANTS.CULTIVATING AND WEEDINGOVERTHROW ONTO WALLS, WALKS, ETC.CHEMICAL HERBICIDES7. 8. 6. : ADJUST ALL IRRIGATION HEADS IN ADDITIONAL DEEP WATERING SHALL BE WATERED BY HAND ASADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIREGROWTH OF THE PLANTS. AREAS THAT DO NOT HAVEGERMINATION OF ALL SEEDED AREAS AND CONTINUED: WATER ALL PLANTINGS TO ASSURE COMPLETEMAINTAINED AS REQUIRED IN AN ONGOING PROGRAM TO: ALL PLANT MATERIALS SHALL BE CHECKED ANDWEEDING, RODENT CONTROL, CLEANUP, ETC.AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION,: THE GENERAL CARE AND MAINTENANCE OF ALLREQUIREMENTS OF THE WORK SPECIFIED.ADDITIONAL TIME THAT MAY BE REQUIRED TO MEET THETHE MAINTENANCE PERIOD MAY BE EXTENDED TO INCLUDE ANYAPPROVED BY THE LANDSCAPE ARCHITECT.INSPECTION AFTER ALL WORK HAS BEEN INSTALLED ANDFOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF THE CHECK: THE MAINTENANCE PERIOD SHALL BEI. MAINTENANCE NOTES2. GENERALASSURE A SAFE ENVIRONMENT.IRRIGATION COVERAGE4. WATERINGREQUIRED.5. SAFETY3. MAINTENANCE PERIOD1. J. POST INSTALLATION MAINTENANCE GUIDELINESNOTES 2CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SPECIMENTREES/PALMS PRIOR TO PLANTING. ALL FIXTURES SHALL BE MOUNTEDAFTER INSTALLATION OF SPECIMEN PLANT MATERIAL.ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE INCONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCALGOVERNMENT AGENCY.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TOCONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGESINCURRED.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIREDTO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORMBUILDING CODES, PERMIT REQUIREMENTS AND STATE AND HEALTHSAFETY REQUIREMENTS.ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FORLOCATIONS AND QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND INSTALLFIXTURES PER MANUFACTURERS SPECIFICATIONS.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUITUNDER PAVING PRIOR TO CONSTRUCTION.ALL FOUNTAIN LIGHTING PER DESIGN/BUILD CONTRACTOR. ALL FOUNTAINLIGHTING TO BE IN RECESSED NICHES. LANDSCAPE ARCHITECT and OWNER TOREVIEW SHOP DRAWINGS PRIOR TO INSTALLATION.ELECTRICAL POINT-OF-CONNECTION PER OWNER'S ELECTRICAL ENGINEER.ELECTRICAL PANEL AND CONTROL LOCATION PER ELECTRICAL ENGINEER'SDRAWINGSPOINT-OF-CONNECTION andELECTRICAL PANEL NOTE:76543GENERAL LIGHTING NOTES:1FOUNTAIN LIGHTING NOTE:HPENDANT LIGHT atPOOL CABANASJITRELLIS DOWNLIGHTS(REMOTE TRANSF.)TREE MOUNTEDBULLET UPLIGHT withTREE MOUNTDFEBULLET UPLIGHTIN-GROUND J-BOXMOUNTEDTREES IN POTSBULLET UPLIGHTin CANARY ISLANDPALMS ONLYGWATER FEATURE LIGHT(FOUNTAINS)NICHE MOUNTED FIXTURE per FOUNTAINCONTRACTOR. CONTRACTOR to PROVIDESPECIFICATION for APPROVAL byLANDSCAPE ARCHITECT.CPOOL / SPA LIGHTPER POOL CONTRACTORRECESSED L.E.D. LIGHTat COBBLETREE STRAP @ 8'AFFDOWNLIGHT/UPLIGHTIN PALMLV UPLIGHT inLOW WALLBLAMP/LOADMOUNTINGSYMBOLASYMBOL:TYPE/LOCATIONLIGHT FIXTURE LEGEND:MANUFACTURER/CATALOG #SYMBOL INDICATES PROPOSED TREE or PALM LOCATIONCORE DRILL STEP STARBULLET UPLIGHTin TREESIN-GROUND BALLASTHORIZONTAL FLOODat ENTRY SIGNGROUNDUPLIGHT ONLYIN PALMCORE DRILL RECESSEDWALLVOLTS120NOTEIN-GROUND BALLAST120120120120120120120120120120120120120TREE STRAP @ 8'AFFIN-GROUND withINTEGRAL TRANSF.SURFACECABLE HUNG PENDANTwith REMOTE BALLASTIN-GROUND--1REMOTE WALL (or SURFACE) MOUNTED FLUORESCENT BALLAST - INSTALL within 10' of LAMP1.KPILASTER SCONCETO BE SELECTED120-STOPNO PARKINGDININGPOOLEQUIPMENTTREATMENT 1TREATMENT 2KITCHENSPA RETAILSPA BARDININGFITNESSPRO SHOPOFFICEMASSAGE WAITINGMEN'SWOMEN'SMAINENTRYELECTRICAL(OPENTO SKY)KOIPONDLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK at F.O.C.COUNTRY CLUB DRIVE (PRIVATE ROAD)NOT-A-PARTPROPERTY LINELIMIT OF WORK AT TUBULAR STEEL FENCELINE-OF-SIGHTLINE-OF-SIGHTFUTURE PHASEBBBBBBBBAAAAAAAAAAAAAAAAIJJJJPOTTERY WITH PLANTING, TYP.SELECTION TO BE APPROVED BYOWNER.POTTERY WITH PLANTING, TYP.SELECTION TO BE APPROVED BYOWNER.POTTERY WITH PLANTING, TYP.SELECTION TO BE APPROVED BYOWNER.POTTERY WITHPLANTING, TYP.SELECTION TOBE APPROVED BYOWNER.RENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTPER SPECIAL LANDSCAPE RESTRICTIONS.RECORDED 3-11-1994DOC. NO. 94-0184986ITENNIS COURTLIGHTINGBY OTHERSLL.1LANDSCAPELIGHTING PLANCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALMATCHLINE - SEE SHEET LL.3MATCHLINE - SEE SHEET LL.2 MATCHLINE - SEE SHEET LL.2MATCHLINE - SEE SHEET LL.4LL.1LL.2LL.3LL.4LL.5LL.6 2CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SPECIMENTREES/PALMS PRIOR TO PLANTING. ALL FIXTURES SHALL BE MOUNTEDAFTER INSTALLATION OF SPECIMEN PLANT MATERIAL.ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE INCONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCALGOVERNMENT AGENCY.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TOCONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGESINCURRED.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIREDTO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORMBUILDING CODES, PERMIT REQUIREMENTS AND STATE AND HEALTHSAFETY REQUIREMENTS.ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FORLOCATIONS AND QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND INSTALLFIXTURES PER MANUFACTURERS SPECIFICATIONS.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUITUNDER PAVING PRIOR TO CONSTRUCTION.ALL FOUNTAIN LIGHTING PER DESIGN/BUILD CONTRACTOR. ALL FOUNTAINLIGHTING TO BE IN RECESSED NICHES. LANDSCAPE ARCHITECT and OWNER TOREVIEW SHOP DRAWINGS PRIOR TO INSTALLATION.ELECTRICAL POINT-OF-CONNECTION PER OWNER'S ELECTRICAL ENGINEER.ELECTRICAL PANEL AND CONTROL LOCATION PER ELECTRICAL ENGINEER'SDRAWINGSPOINT-OF-CONNECTION andELECTRICAL PANEL NOTE:76543GENERAL LIGHTING NOTES:1FOUNTAIN LIGHTING NOTE:HPENDANT LIGHT atPOOL CABANASJITRELLIS DOWNLIGHTS(REMOTE TRANSF.)TREE MOUNTEDBULLET UPLIGHT withTREE MOUNTDFEBULLET UPLIGHTIN-GROUND J-BOXMOUNTEDTREES IN POTSBULLET UPLIGHTin CANARY ISLANDPALMS ONLYGWATER FEATURE LIGHT(FOUNTAINS)NICHE MOUNTED FIXTURE per FOUNTAINCONTRACTOR. CONTRACTOR to PROVIDESPECIFICATION for APPROVAL byLANDSCAPE ARCHITECT.CPOOL / SPA LIGHTPER POOL CONTRACTORRECESSED L.E.D. LIGHTat COBBLETREE STRAP @ 8'AFFDOWNLIGHT/UPLIGHTIN PALMLV UPLIGHT inLOW WALLBLAMP/LOADMOUNTINGSYMBOLASYMBOL:TYPE/LOCATIONLIGHT FIXTURE LEGEND:MANUFACTURER/CATALOG #SYMBOL INDICATES PROPOSED TREE or PALM LOCATIONCORE DRILL STEP STARBULLET UPLIGHTin TREESIN-GROUND BALLASTHORIZONTAL FLOODat ENTRY SIGNGROUNDUPLIGHT ONLYIN PALMCORE DRILL RECESSEDWALLVOLTS120NOTEIN-GROUND BALLAST120120120120120120120120120120120120120TREE STRAP @ 8'AFFIN-GROUND withINTEGRAL TRANSF.SURFACECABLE HUNG PENDANTwith REMOTE BALLASTIN-GROUND--1REMOTE WALL (or SURFACE) MOUNTED FLUORESCENT BALLAST - INSTALL within 10' of LAMP1.KPILASTER SCONCETO BE SELECTED120-STOPNOPARKING EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at F.O.C.LIMIT OF WORK AT F.O.C.PROPERTY LINEL INE -O F - S IGHT LINE-OF-SIGHTBB BBAAAABBAATENNIS COURTLIGHTINGBY OTHERSRENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTRENOVATION OF EXISTING LANDSCAPEIN EXISTING ACCESS EASEMENTPER SPECIAL LANDSCAPE RESTRICTIONS.RECORDED 3-11-1994DOC. NO. 94-0184986BBCITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLL.2LANDSCAPELIGHTING PLANMATCHLINE - SEE SHEET LL.3MATCHLINE - SEE SHEET LL.1 MATCHLINE - SEE SHEET LL.1 SEE SHEET LL.3 LL.1LL.2LL.3LL.4LL.5LL.6 2CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SPECIMENTREES/PALMS PRIOR TO PLANTING. ALL FIXTURES SHALL BE MOUNTEDAFTER INSTALLATION OF SPECIMEN PLANT MATERIAL.ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE INCONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCALGOVERNMENT AGENCY.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TOCONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGESINCURRED.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIREDTO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORMBUILDING CODES, PERMIT REQUIREMENTS AND STATE AND HEALTHSAFETY REQUIREMENTS.ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FORLOCATIONS AND QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND INSTALLFIXTURES PER MANUFACTURERS SPECIFICATIONS.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUITUNDER PAVING PRIOR TO CONSTRUCTION.ALL FOUNTAIN LIGHTING PER DESIGN/BUILD CONTRACTOR. ALL FOUNTAINLIGHTING TO BE IN RECESSED NICHES. LANDSCAPE ARCHITECT and OWNER TOREVIEW SHOP DRAWINGS PRIOR TO INSTALLATION.ELECTRICAL POINT-OF-CONNECTION PER OWNER'S ELECTRICAL ENGINEER.ELECTRICAL PANEL AND CONTROL LOCATION PER ELECTRICAL ENGINEER'SDRAWINGSPOINT-OF-CONNECTION andELECTRICAL PANEL NOTE:76543GENERAL LIGHTING NOTES:1FOUNTAIN LIGHTING NOTE:HPENDANT LIGHT atPOOL CABANASJITRELLIS DOWNLIGHTS(REMOTE TRANSF.)TREE MOUNTEDBULLET UPLIGHT withTREE MOUNTDFEBULLET UPLIGHTIN-GROUND J-BOXMOUNTEDTREES IN POTSBULLET UPLIGHTin CANARY ISLANDPALMS ONLYGWATER FEATURE LIGHT(FOUNTAINS)NICHE MOUNTED FIXTURE per FOUNTAINCONTRACTOR. CONTRACTOR to PROVIDESPECIFICATION for APPROVAL byLANDSCAPE ARCHITECT.CPOOL / SPA LIGHTPER POOL CONTRACTORRECESSED L.E.D. LIGHTat COBBLETREE STRAP @ 8'AFFDOWNLIGHT/UPLIGHTIN PALMLV UPLIGHT inLOW WALLBLAMP/LOADMOUNTINGSYMBOLASYMBOL:TYPE/LOCATIONLIGHT FIXTURE LEGEND:MANUFACTURER/CATALOG #SYMBOL INDICATES PROPOSED TREE or PALM LOCATIONCORE DRILL STEP STARBULLET UPLIGHTin TREESIN-GROUND BALLASTHORIZONTAL FLOODat ENTRY SIGNGROUNDUPLIGHT ONLYIN PALMCORE DRILL RECESSEDWALLVOLTS120NOTEIN-GROUND BALLAST120120120120120120120120120120120120120TREE STRAP @ 8'AFFIN-GROUND withINTEGRAL TRANSF.SURFACECABLE HUNG PENDANTwith REMOTE BALLASTIN-GROUND--1REMOTE WALL (or SURFACE) MOUNTED FLUORESCENT BALLAST - INSTALL within 10' of LAMP1.KPILASTER SCONCETO BE SELECTED120-EXISTING TENNIS COURTPROTECT-IN-PLACEEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINE LIMIT OF WORK AT TUBULAR STEEL FENCE NOT-A-PARTVILLA COURT (PRIVATE)AATENNIS COURTLIGHTINGBY OTHERSTENNIS COURTLIGHTINGBY OTHERSAABBTENNIS COURTLIGHTINGBY OTHERSTENNIS COURTLIGHTINGBY OTHERSAAAAASTREET LIGHTINGBY OTHERSEXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK at PROPERTY LINE CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLL.3LANDSCAPELIGHTING PLANMATCHLINE - SEE SHEET LL.6MATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LL.2MATCHLINE - SEE SHEET LL.6MATCHLINE - SEE SHEET LL.6 MATCHLINE - SEE LEFTMATCHLINE - SEE SHEET LL.1LL.1LL.2LL.3LL.4LL.5LL.6 2CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SPECIMENTREES/PALMS PRIOR TO PLANTING. ALL FIXTURES SHALL BE MOUNTEDAFTER INSTALLATION OF SPECIMEN PLANT MATERIAL.ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE INCONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCALGOVERNMENT AGENCY.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TOCONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGESINCURRED.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIREDTO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORMBUILDING CODES, PERMIT REQUIREMENTS AND STATE AND HEALTHSAFETY REQUIREMENTS.ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FORLOCATIONS AND QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND INSTALLFIXTURES PER MANUFACTURERS SPECIFICATIONS.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUITUNDER PAVING PRIOR TO CONSTRUCTION.ALL FOUNTAIN LIGHTING PER DESIGN/BUILD CONTRACTOR. ALL FOUNTAINLIGHTING TO BE IN RECESSED NICHES. LANDSCAPE ARCHITECT and OWNER TOREVIEW SHOP DRAWINGS PRIOR TO INSTALLATION.ELECTRICAL POINT-OF-CONNECTION PER OWNER'S ELECTRICAL ENGINEER.ELECTRICAL PANEL AND CONTROL LOCATION PER ELECTRICAL ENGINEER'SDRAWINGSPOINT-OF-CONNECTION andELECTRICAL PANEL NOTE:76543GENERAL LIGHTING NOTES:1FOUNTAIN LIGHTING NOTE:HPENDANT LIGHT atPOOL CABANASJITRELLIS DOWNLIGHTS(REMOTE TRANSF.)TREE MOUNTEDBULLET UPLIGHT withTREE MOUNTDFEBULLET UPLIGHTIN-GROUND J-BOXMOUNTEDTREES IN POTSBULLET UPLIGHTin CANARY ISLANDPALMS ONLYGWATER FEATURE LIGHT(FOUNTAINS)NICHE MOUNTED FIXTURE per FOUNTAINCONTRACTOR. CONTRACTOR to PROVIDESPECIFICATION for APPROVAL byLANDSCAPE ARCHITECT.CPOOL / SPA LIGHTPER POOL CONTRACTORRECESSED L.E.D. LIGHTat COBBLETREE STRAP @ 8'AFFDOWNLIGHT/UPLIGHTIN PALMLV UPLIGHT inLOW WALLBLAMP/LOADMOUNTINGSYMBOLASYMBOL:TYPE/LOCATIONLIGHT FIXTURE LEGEND:MANUFACTURER/CATALOG #SYMBOL INDICATES PROPOSED TREE or PALM LOCATIONCORE DRILL STEP STARBULLET UPLIGHTin TREESIN-GROUND BALLASTHORIZONTAL FLOODat ENTRY SIGNGROUNDUPLIGHT ONLYIN PALMCORE DRILL RECESSEDWALLVOLTS120NOTEIN-GROUND BALLAST120120120120120120120120120120120120120TREE STRAP @ 8'AFFIN-GROUND withINTEGRAL TRANSF.SURFACECABLE HUNG PENDANTwith REMOTE BALLASTIN-GROUND--1REMOTE WALL (or SURFACE) MOUNTED FLUORESCENT BALLAST - INSTALL within 10' of LAMP1.KPILASTER SCONCETO BE SELECTED120-STOPNOPARKINGRESERVEDEMPLOYEEONLYRESERVEDEMPLOYEEONLYCENTRALPLANTEQUIPMENTLIMIT OF WORKLIMIT OF WORK at F.O.C.LIMIT OF WORK at PROPERTY LINECOUNTRY CLUB DRIVE (PRIVATE ROAD)LINE-OF-SIGHTLINE-OF-SIGHTBBBBAAAAAAAAARENOVATION OF EXISTINGLANDSCAPE ON PARCEL 3.PM 94-102RENOVATION OFEXISTING LANDSCAPEIN EXISTING ACCESSEASEMENT1-31-1993DOC. NO. 93-15 8177CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLL.4LANDSCAPELIGHTING PLANMATCHLINE - SEE SHEET LC.5 MATCHLINE - SEE SHEET LC.1LL.1LL.2LL.3LL.4LL.5LL.6 STOPONE WAYDO NOT ENTERLIMIT OF WORKPROPERTY LINELIMIT OF WORK AT F.O.C.L IM I T O F WO R K AT P RO P E RT Y L IN E VILLA COURT (PR IVATE )BBBBCCAAAAAARENOVATION OFEXISTING LANDSCAPEIN EXISTING ACCESSEASEMENT1-31-1993DOC. NO. 93-15 8177STREET LIGHTINGBY OTHERSBBAAAAAABBAAAADO NOT ENTERNOT-A-PARTNOT-A-PARTNOT-A-PARTVILLA COURT (PRIVATE)VILLA COURT (PRIVATE)STREET LIGHTINGBY OTHERS2CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SPECIMENTREES/PALMS PRIOR TO PLANTING. ALL FIXTURES SHALL BE MOUNTEDAFTER INSTALLATION OF SPECIMEN PLANT MATERIAL.ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE INCONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCALGOVERNMENT AGENCY.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TOCONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGESINCURRED.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIREDTO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORMBUILDING CODES, PERMIT REQUIREMENTS AND STATE AND HEALTHSAFETY REQUIREMENTS.ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FORLOCATIONS AND QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND INSTALLFIXTURES PER MANUFACTURERS SPECIFICATIONS.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUITUNDER PAVING PRIOR TO CONSTRUCTION.ALL FOUNTAIN LIGHTING PER DESIGN/BUILD CONTRACTOR. ALL FOUNTAINLIGHTING TO BE IN RECESSED NICHES. LANDSCAPE ARCHITECT and OWNER TOREVIEW SHOP DRAWINGS PRIOR TO INSTALLATION.ELECTRICAL POINT-OF-CONNECTION PER OWNER'S ELECTRICAL ENGINEER.ELECTRICAL PANEL AND CONTROL LOCATION PER ELECTRICAL ENGINEER'SDRAWINGSPOINT-OF-CONNECTION andELECTRICAL PANEL NOTE:76543GENERAL LIGHTING NOTES:1FOUNTAIN LIGHTING NOTE:HPENDANT LIGHT atPOOL CABANASJITRELLIS DOWNLIGHTS(REMOTE TRANSF.)TREE MOUNTEDBULLET UPLIGHT withTREE MOUNTDFEBULLET UPLIGHTIN-GROUND J-BOXMOUNTEDTREES IN POTSBULLET UPLIGHTin CANARY ISLANDPALMS ONLYGWATER FEATURE LIGHT(FOUNTAINS)NICHE MOUNTED FIXTURE per FOUNTAINCONTRACTOR. CONTRACTOR to PROVIDESPECIFICATION for APPROVAL byLANDSCAPE ARCHITECT.CPOOL / SPA LIGHTPER POOL CONTRACTORRECESSED L.E.D. LIGHTat COBBLETREE STRAP @ 8'AFFDOWNLIGHT/UPLIGHTIN PALMLV UPLIGHT inLOW WALLBLAMP/LOADMOUNTINGSYMBOLASYMBOL:TYPE/LOCATIONLIGHT FIXTURE LEGEND:MANUFACTURER/CATALOG #SYMBOL INDICATES PROPOSED TREE or PALM LOCATIONCORE DRILL STEP STARBULLET UPLIGHTin TREESIN-GROUND BALLASTHORIZONTAL FLOODat ENTRY SIGNGROUNDUPLIGHT ONLYIN PALMCORE DRILL RECESSEDWALLVOLTS120NOTEIN-GROUND BALLAST120120120120120120120120120120120120120TREE STRAP @ 8'AFFIN-GROUND withINTEGRAL TRANSF.SURFACECABLE HUNG PENDANTwith REMOTE BALLASTIN-GROUND--1REMOTE WALL (or SURFACE) MOUNTED FLUORESCENT BALLAST - INSTALL within 10' of LAMP1.KPILASTER SCONCETO BE SELECTED120-CITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLL.5LANDSCAPELIGHTING PLANLL.1LL.2LL.3LL.4LL.5LL.6MATCHLINE - SEE RIGHTMATCHLINE - SEE SHEET LC.6MATCHLINE - SEE LEFTMA TCH L IN E - S E E SH E E T LC . 4 EXISTING TENNIS COURTPROTECT-IN-PLACELIMIT OF WORK AT PROPERTY LINE NOT-A-PARTNOT-A-PARTLIMIT OF WORKLIMIT OF WORKVILLA COURT (PRIVATE)TENNIS COURTLIGHTINGBY OTHERSAAAAAASTREET LIGHTINGBY OTHERSAAAAAAAAAAAAAAACITY SUBMITTALTHE TENNIS,SPA, ANDFITNESS CLUBat NEWPORT BEACHCOUNTRY CLUB10 & 11 Clubhouse DriveNewport Beach, CA 92660Revisions:Issued for:Project:Client:Stamp:Job No:Drawn By:Checked By:Plan Date:Scale:Title:Sheet No.:Plan Status:NEWPORT TENNIS CLUB - NEWPORT BEACH, CA - LANDSCAPE ARCHITECTURE 12/22/16DESIGN DEVELOPMENTCLIENT REVIEW507 30th StreetNewport Beach, CA 92663949.675.9964mjs-la.comGOLF REALTYFUNDOne Upper Newport PlazaNewport Beach, CA 92660MJSMJS11.30.202120'10'5'0SCALE: 1" = 10'NORTH06/19/171ST CITY SUBMITTAL03-27-2010/17/182ND CITY SUBMITTAL1" = 10'11/02/18ADA CORRECTIONS02.13.2019STRUCTURAL RFI05.29.2019PLAN CHECKCORRECTIONS05/29/193RD CITY SUBMITTALA03/27/204TH CITY SUBMITTALMAT T HEW JACKSON #4403SignatureRenewal DateDateLICENS E D LANDSCAPE ARCHITECTSTATE OF CALI FORNI A 1-31-2211/30/215TH CITY SUBMITTALLL.6LANDSCAPELIGHTING PLANLL.1LL.2LL.3LL.4LL.5LL.6MATCHLINE - SEE SHEET LC.5MATCHLINE - SEE SHEET LC.3MATCHLINE - SEE SHEET LC.3 MATCHLINE - SEE SHEET LC.3 LL.1LL.2LL.3LL.4LL.5LL.6NOTE:THE LIGHTING OF THE BUNGALOW AREA WILL BE LANDSCAPED IFPRECISE GRADING,FOR THE BUNGALOW AREA, CANNOT BE STARTEDWITHIN 6 MONTHS AFTER PRECISE GRADING IS CERTIFIED ANDACCEPTED.