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HomeMy WebLinkAboutP_5170_S[[ LLl [lJ I 2: I :J •Z ! rtl ; I • ' ) ., :i:: ~ u II ~ ,-., V, AVAi.iS AV£ m ht z 0 CITY OF II COSTA i MESA ; :,; ~ CITY OF IRVINE ::r: I.I. 'rlCTOR!A Sl . r, . . .J• ' 191H ST. -.. 7.J,-'-==--+-==--+.,{;( \ ~ .\ tl Lj· ............. . I □-INO:CAltS MlrA SiOV.1'1 ON LOCAllON IMP VICINITY MAP NOT TO SCALE SYMBOL LEGEND --0-POWER POU: @SSMH SANITARY SEl'IER MANHOLE 't1 FlRE HYDRANT PROJECT ~ WAl'ER METER BOX & SER\IICE □GM GAS METER -0--VALVE POWER POLE ANCHOR [), MONUMENT -x-x-x-FENCE BLOCKWALL 0 TREE OCJ SHRUBBERY .i:U..at..ta~ ASPHALT PAVEMENT j:i:::::::::::!:! BRICKWALK !': : ••. > ' ·:1 CONCRETE ~. , . '.· .... " L/ll, ,,J BUii.DiNG _ _ _ _ EXlSTING CONS'IRUCTION ----PROPERTY UNE NEW CONSTRUCTION -·-i---CENTERLINE ---...S----SEWER LINE -··-W----\'/ATER LINE ---G---GAS LINE -E--POWER LINE -TEL -TELEPHONE LINE U.C.I . .. .l ABBREVIATIONS R.D. ROOF DRAIN DIP DUCTIU: IRON PIPE VCP ~lTRIFlED ClA Y PIPE Rl'N RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT N1S NOT TO SCALE RT RING TIGHT Sll STEEL ASANO ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE 1V D\\'Y DRIVEWAY co Ct.EANOUT (SE\'IER) ARV AIR RELIEF VAL VE 8/APPR BACK OF ALLEY APPROACH EV ELECTRICAL V/!J.VE SW SIDEWALK 1'11'/F l'IELDED \\IRE FABRIC IP&T IRON PIPE AND TAG AC ASPHALT CONCRETE 1).1. DRAIN INLET D.S. 00\\N SPOUT F.F.E. FINISH FLOOR ill:V. f.G. FINISH GRADE G.B. GRADE BREAK G.F.F. GARAGE FlNISH FLOOR H.P. HIGH POINT P.A. PLANTING AREA T.S. TOP OF SLOPE TOE TOE Ot SLOPE T.P. TOP OF PILASTER -TV -CABLE1/lSION LINE -··-··-LIMITS Of" CLEARING AND DRUBBING -SP-SPRINKLER SYSTEM ---·-·-LIMITS Of GRADING AND .AJTE NITTNG :t{ " F -=1 L _J l:E STREET LIGHT ---,20---EXISTING CONTOUR SIGN --s20-PROPOSED CONTOUR GARAGE OPENING \\1NOOW •. --·-·-4• SCH 40 PVC DRAIN PIPE -------4• SCH 40 PERFORAll]J PVC DRAIN PIPE SPRINKLER EMERGENCY TELEPHONE NUMBERS AGENCY DAY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY 1(800)-624-8153 1(800)-611-1911 611 NIGHT 1(800)-624-8153 1(800)-611-1911 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG CITY OF NEl\f'ORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CAllLE\IISION UNDERGROUND SERVICE ALERT 949-644-3011 714-962-2411 949-644-6222 (1800)-422-4133 949-644-3717 949-644-6222 (1800)-422-4133 JPUBLJIC WORKS DIEJPART1V1IENT BAYS~DE DR~VE PARKWAY ~MPR0VEMENTS C-3320 A?PRQ\18): DATE: DIRECTOR Of PUBLIC WORKS R.C.E. NO. 16791 DA'IE: GENERAL SERVICES DIRECTOR °CITY ENGINEER (1'tR.C.E. NO, 24967 . . J t~ PRQ.;'ECT LOCA llON BALBOA ISLAND CHANNEl. LOCATION·PLAN NOT iO SCALE '!HE CONTRACiO!I SHALL APPLY FOR AN ENCROACHMENT PERMIT FOR \'/ORK IN 1HE PUBLIC RIGHT-OF-VIAY FROM 1HE PUBLIC WORKS DEPARTMENT. THERE f,lll BE NO FEE FOR lliE ENCROACHMENT PERMIT. 1HE CONlRACTOR SHALL OBTAIN A CITY OF NEV.PORT BEACH BUSINESS LICENSE. 1HE CONTRACTOR SHALL APPLY FOR A BUlllllNG PERMIT TO CONSTRUCT lHE DECORATIVE RETAINING WALL FROM THE CITY OF NEWPORT BEACH BUILDING DEPARTMENT. THIS V,llL BE A NO FIT BUILDING PERMIT. GENERAL NOTES l AU. f,1JRK DITAILI!UJN 1llESt l'lJ\NS ID B!: PERf!llMED UNDER COlliRACT SHAU.. EXW'T AS 01HERl\1SE STAT!D IN 1HE CllYS STAliOARD SPl:ClAI. PROVISIONS. OR IN THIS CONJRACT'S SPl:CIAl PROVISIONS. BE CONSlRUClID IN ACCQIID;t.NCE r.nH ill£ "ST/1/lOARD Sl'EClflCATIONS FOR PUBLIC r,URKS CONSTRUCTION," 1997 EDITION !\ND SUPPU:JJENTS TO DA TE:. 2 £i(i$11NG UNDERGROUND UTILITIES AA£ SHOV,N PS PER AVAIIJ\llU RECORllS. 1H£ CONTRACTOR SHAU BE RESl'ONS!lll.E FOR \IERln1NG 11-'.£ ACTIJAL LOCATION, ANO W:VATION IN THE flElD, l'fll()R 10 BEGINNING Of' CONSTRUCTION. 3. All EXPOSfD CONCRE'TE SURF ACES SHAU. CONF0!11l IN GRAOE. COLOR, DIW:NSION, AND FlNISl1 ID A!l,,ONING l!.IPRO'/El.lDHS. CONSTRUCTIOi\l NOTES £)(!STING JAMBOREE ROAD-BAYSIDE l)R\1/E smEWl\!K ENO OF EXISTING COLORED S INCH l'riOE SLUMP BLOCK WALL CONSTRUCT NEW COLORED S X 8 X 16 SI.UMP BLOCK \'/All AND PLANTER TO MATCH EXISTING WAU. WITH MORTAR CAP. FOOTING SHAU. BE 12 INCHES DEEP BY 14 INCHES ~,!DE ¥~TH ON£ NO. 4 BAR, PROVIDE \/ERTIC/\L N0.4 BARS AT 32" O.C. CONSTRUCT NEW COi.OREO SLUMP BLOCK PLANlER BEHIND SI.UMP BLOCK WALL PI.Alf!ER WALL FOOTINGS SHALL BE 12 INCHES DEEP BY 18 INCHES V,1DE V,HH ONE HORIZONTAL N0.4 BAR VER11CALL Y SPACED 24 INCHES ON CENlER. WALL SHAU BE 4 COURSES HIGH \'JTH 2 COURSES ABOVE EX!STING WALL EXISTING COLORED SLUMP \'/All. VENEERED PLANTER WAL!, 1\1. lH PRECAST CONCRETE CAP NO. \\'C 4 X 12 UANUFAC11JRED BY EDINGER MATERIALS (714) 435-1626, SANTA ANA. CA. Si'JCCOED S INCH V~llE CONC. BLOCK V,1TH SMOOTH TRor.rLED COi.OR COAT. COi.OR TO BE SELECTED FROM SAMPLES. WALL CAP SHALL BE \'IC4 X 12 PER NOTE 6. COLUMN SHALL BE FROM PRECAST MODULES NO. POL 24 CUSTOM SU.EC110N BY EDINGER MATERIALS. GROUT (XJUJMNS SOUD, COLUMN CAP SHAU. BE PRECAST NO, PCJ-28 BY EDINGER MATERIALS. PRECAST BALL FJNIAL NO. Fll-116 v,nH FBP-14 BY EDINGER MATERIALS. PRECAST BALL flNIAl NO. FB-12 IWfH FBP-14 BY EDINGffi MATERIALS. FOUR EACH NO. 5 BARS TO TOP OF COLUMN. ONE NO. 5 BAR 4' -6° LONG. HORIZONTAL NO. 4 BAAS IN GROOTE!) BOND BEAM OF 8 INCH CONC. BLOCK PLANTI::R \'/ALL THREE NO. 4 BARS CONTINUOUS IN REAR OF PLANTER. SlDES PLANTER \'/All FOOTINGS SHAU. CONTI\IN 2 NO. 4 BARS HORIZONTAL NO. 4 BARS CONTINUOUS. VERTICAL NO. 4 BARS I\ T 16 INCHES ON CENTER-GROUT CELLS SOLID. NO, 3 BARS HOOPS AT 24 INCHES ON CENTI::R. FOOR HORIZONT/\L BARS IN WALL FOOTING. DEPRESSED WALK AT CROSS WALK. EXJSTING 12 INCH DIAMEl'ER DRAIN PIPE. EXISTING DRAIN OUTLET. PRECAST WALL CAP NO BCA-12 MANUFAC1URE!l !lY EDINGER MATERIALS. ARCHITECTURAL STONE VENEER BY STONECRAF1 INDUSTRIES INC. ELDORADO STONE \',1SCONSIN V,l:ATHER EDGE• V,HH 3/8 TO 1/2 ILNCH MORTAR JOINTS RAKED. TYPIC/!J. flNISHED GRA!JE ON BACK OF l'IAU. F'INISHED GRADE 2: 1 TO DA YUGHT. NOT USED NOT USED 10 X 8 X 16 CONCRElE PRECISION BLOCK-GROOT All CELLS SOIJD-APPLY UIRAORA!N 6000 DRAIN Sl'S1'EM 12• X 1s• DEEP SHEAR KEY V,lTH NO. 4 REBARS AT 24" O.C. INSTALL 2 EACH 3' DIA. SCH 40 PVC SLEEVES FOR IRRIGATION. NDS NO. 90 CATCH BASIN AND NOS NO, 981 -9" SQ, A'IRIUM GRATE DRAIN PIPE SHALL BE 4". MIRA DRAIN 6000 DRAIN SYSTEM APPLIED AGAINST 10' BLOCK WALL (AVAILABLE O WHllE CAP STORES). PVC SCH 40 PERFORATED DRAIN PIPE W/ 3/.8" HOLES AT 5' O.C. DRAIN TO EXISTING STORM DRAIN. ENCASE PIPE vnTH FlLlER FABRIC AND PEA GRAVEL EXISTING SEWER MANHOLE. 3 COURSE 8 X !l X 16 CONC. BLOCK SLOUGH WAU. ON A 10· X 10· CONC. FOOTING \'nltl NO. 4 VERTICAL BARS O 16' O.C. GRADING AND DRAINAGE NOTES @ Cl.EAR ANO GRUB EXISTING GRO\'ffil FOR PROPOSED PLANTING ern.m SlDE\'/AlJ( AND Cl.EAR AND GllUB LINE. ® INSTALL JUTE NETTING FROM W:AR AND GRUB UNE TO \'/All OR TOE Of SLOPE. @ INSTALL 4 INCH SCH 40 PVC V~TH 1!1: MIN. SLOPE TO EXISTING DRAINAGE SlRUCTURE. ® CONNECT 4 INCH PVC DRAIN LINE TO EXISTING 12 INCH DRAIN PIPE PER CiTY CNB STD-312-L © INSTALL 9• X 9" CATCH BASIN NDS NO. 900 V,llH NDS NO. 981 9" X 9• ATRIUM GRATE. SENIOR CI\/IL ENGINEER R.C.E. NO. 43003 1---+--+----------+-bo:,:An:~~2~/1.=:1.5.;;/;;o;;o;;;;;;;=;lr""'"i;"i~-:;;~5"""7! DESIGNED DRAI™ P-5170-S PEDERSON PEDERSON DATE BY DESCRIPTION Of R£\'ISIONS Al'i>'IJ. " .,-... ~ > - -".) i -i: -,; u J :l ~ ~ _r,Q. ~ ' J1 '> ~ \ --;:-. l t'-l:i ! \:-~,, -j.\c~,G~ i ~ f 2%,-,,. ·r ~ ,. 9 1--=:::....----,,.,. ,.u,a;::.;~ I -!~ t:, ' •·• ');h ,t \ !'!:Ac,, '9 ::rJ • \!) ~-ll ~ ,, I I CONSTRUCTION NOTES EXISTING JAMBOREE RD. -BAYSIDE DR. SIDcWALK END OF EXISTING COLOR ED B !NCH WIDE SLUMP BLOCK WALL CONSTRUCT NEW COLORED 8 X 8 X 16 SLUMP BLOCK WALL AND PLANTER TO MATCH EXISTING WALL WITH MORTAR CAP. FOOTING SHALL BE 12 INCHES DEEP BY 14 INCHES WIDE WITH ONE NO. 4 BAR. PROVIDE '✓ERT. NO. 4 BARS@ 3Z O.C. PROV! oE: A1.. n;:ri.Np.1'1<-OPE M VEJ;!;TiCAL. JOH,rf-;,@ !'·IN • ,;,,sA17f OF. t...ov.Ja.tz.~n,e _I· --- CONSTRUCT NEW COLORED SLUMP 9LCCK PLANTER BEHIND SLUMP BLOCK WALL PLANTER WALL FOOTING SHALL BE 12 INCHES DEEP BY 18 INCHES WIDE WITH ONE HORIZONTAL NO. 4 BAR VERTICALLY SPACED 24 INCHES ON CENTER. WALL SHALL BE 4 COURSES HIGH WITH 2 COURSES ABOVE EXISTING WALL ,;:xISTING COLORED SLUMP BLOCK WALL VENEERED PLANTER WALL V.ITH PRECAST CONC. CAP Nb. WC 4 X 12 MANUFACTURED BY EDINGER MATERIALS (714) 435-1626, SANTA ANA, CA STUCCOED B INCH WIDE CONG. BLOCK WITH SMOOTH TROWELED COLOR COAT. COLOR TO BE SELECTED FROM SAMPLES. WALL CAP SHALL BE WC4 X 12 PER NOTE 6. COLUMN SHALL BE FROM PRECAST MODULES NO. POL 24 CUSTOM SELECTION BY EDINGER MATERIALS. GRotlf COLUMNS SOLID. COLUMN OAP SHALL BE PRECAST ND. PCJ-28 BY EDINGER MATERIALS PRECAST BALL F!NIAL ND. FB-116 WITH FBP-14 BY EDINGER MATERIALS. PRECAST BALL FINIAL NO. FB-12 WITH FBP·14 BY EDINGER MATERIALS. FOlJR EACH NO. 5 BARS TO TOP OF COLUMN . ONE NO. 5 BAR 4·.e• LONG. HOR'ZONTAL NO. 4 BARS IN GROUTEcl BON!) BEAM OF 6 INCH CONG. BLOCK PLANTER WALL THREE NO.~. BARS CONTINUOUS IN REAR OF PLANTER. SIDES PLANTER WALL FOOTINGS SHALL CONTAIN 2 NO. 4 BARS. HORIZ. NO. 4 BAR CONYINUOUS. VERTICAL NO. 4 BARS AT 16 INCHES ON CENTER -GROUT CELLS SOLIC. NO. 3 BARS HOOPS AT 24 INCHES rn, CE'ITER. FOUR HOAIZONT Ac BARS IN WALL FOCTING DEPRESSED WALK AT GROSS WALK EXISTING 12 INCH DlfMETER DRAIN PIPE. EXISTING DRAIN CUTI.EL PReCAST WALL CAP NO. BC4·12 MANUFACTURED BY EDINGER MATERIALS. ARCHITECTURAL STONE VENEER BY STONECRAFr INDUSTRIES INC. ELDORADO STONE 'WISCONSIN \/,/EATHER EDGE" WITH 3/8TO 112 ,NCH MORTAR JOINTS RAKED. TYPICAL FINISHED GRADE ON BACK OFWALL~•;;(_op.; :O 0[,;Ai N IN I...E'.1 {z% Mi N,) FINISHED GRADE.AT 2:1 TO DAYLIGHT 10 X 8 X 18 CONCREITE PRECISION BLOCK· GROUT ALL CELLS SOLID• APPLY MIRADP.AIN 6000 DRAIN -SYSTEM. 1?'P ,:,p i3k<X:.K.~0''i,JIN. Ai:!0Vi, f'!N,6f.l.A.IJI:;; 12" X 18' DE~P $KEAR l<EY WlTH ND. 4 REBARS AT 24' 0.C. INST ALL 2 EACH s· :::liA. SCH. 40 PVC SLcEVES FOR IRRIGATION. NDS NO. 9G CATCH BASIN AND NOS ND. 981 • 9" SQ. ATRIUM GRATE DRAIN PIPE SHALL BE 4'. CATE B)' DESCRIPTION . GRADING AND DRAINAGE NOTES @ CLEAR AND GRUB EXISTING GROWTH FOR PROPOSED PLANTING BETWEEN SIPEWALK AND CLEAR AND GRUB LINE. . ® INSTALL JUTE NETT!NG FROM CLEAR AND GRUB LINE TO WALL OR TOE OF SLOPE. © INSTALL 4 IN. SCH 40 PVC WITH 1% MIN. SLOPE TO EXISTING DRAINAGE STRUCTURE. ® CONNECT 4 IN. PVC DRAIN LINE TO EXISTING 12 INCH. DRAIN PIPE PER CITY OF NEWPORT BEACH STANDARD DRAWING 312-L © INSTALL 9" X 9" CATCH BASIN NOS NO. 900 WITH NOS NO. 981 9" X 9" ATRIUM GRATE I~ C.EN11:.r.z, or 4"x zco"-sq (0l'IC...COLLAJ2i ,...Jlrh ':,I.OPE: OF Z;i<, TO r.:n2>A.tN iN!.""-T LEGEND C.L. D.L D.S. F.F.E. F.G. F.L. F.5. S.B. G,.F.F. H.P. !NV. P.,.,,.,. P.1.... T.C. T.5. TOE T.W. T.P. CENTERLINE DRAIN INLET DOWNSPOUT RNISH FLOOR ELEV. FINISH GRADE FLOWUNE FINISH SURFACE GRADE 8REAJ(. GAR.AGE FINISH FLOOR HIGHPOINT INVEl<i OF Dl<.AJN PLANTING AREA PROPERTY UNE TOP OF CURB TOP OF SLOPE TOE OF SLOPE TOPOFWALL TOP OF PILASTER -•• _:....,. ·-UMrrs OF CLEARING AND GRUBBING -• -• -UMrrs OF GRADING $ JUTE NET!lNG -(2°)----EXJSTING CONTOUR ---20--PROPOSED CONTOUR --... -4· SCH 40 PVC Dl<AIN RPE ------4"sc.H4o PE~fORA1ED'F'V& t,)P.P.iN PIPE. I I I I I (L C -~ '-f: . - ,J s j /:, ' ,J ~ 0 V'· $. 0 u I t, vo. ~'IE.~ L 1 ~ "~ '. I r@ I .:J" ~111:l!.,!<s----'J:,,.J:i,~-- -:--,;. ,t • OJ _51J41,-J.... ~r A,,· \ 1 -,-,'"!--'+ -~-J... . -~ --~. : ~i,,-"lj,..C • ~-,•.1,~~,---•{ ~i.r-. 1'4"-linb j I ':'1 ' , . I r-~ ' .,.l 1 SECTION ' , . 2<\- 23 2Z 21 • 30 NO. i PLAN-rER NO.2 3 -6 I M I L /'.,,. F2-.) 22----' MATERIAL SPECIFICATION 1 .. GROUT CELLS WITH REINFORCED CEMENT PER ASTM Cl 50. i PART PORTLAND CEMENT 2 TO 3 PARTS LOOSE SAND 2 PARTS COARSE AGGREGATE 2. REINFORCING: F'S~zo,ooo PSI ASTM A615 GRADE 40. 3. MASONRY, F'C=l ,500 PSI GRADE "A" PER ASTM Cl SO 4. CONCRETE: F'C=Z,000 PSI AT 28 DAYS CEMENT PER ASTM C150. 5. POUR ALL WALL FOOTINGS AGAINST NATURAL UNDISTURBED EARTH. 6 PROTECT WALL WITf-fMJl2.A.DRAfN 1 1:,y MIAAF! --.......:. •• "IDS MO. 50 CATCH BASIN A1'D rlDS NO. 991 • S' SQ. ATRIUM GRATE DRAIN PIPE SHALL BE 4". MIRA D~AIN 6000 D~AIN SYSTEM APPLIED .~GAINST 10' BLOCK WALL. (AV/\iLABlE@ INHITECAP STORES). PVC SCH 40 PERFORATED DRAIN PIPE WI 318" HOLES ATS" O.C. DR,\I1': TO !'XISTING STORM DRAIN. ENCASE PIPE' WITH FILTER FABRIC AN!J PEA GRAVEL_ CONSTRUCTION NOTES 0 EXISTING JAMBOREE RD.· BAYSIDE DR. SIDEWALK © END OF EXISTING COLORED 8 INCH WIDE SLUMP BLOCK WALL 0 0 © © 0 (~ - CONSTRUCT NEW COLORED 8 X 8 X 16 SLUMP BLOCK WALL AMO PLANTER TO MATCH EXISTING WALL WITH MORTAR CAP. FOOTING SHAU, BE 12 INCHES DEEP BY 14 INCHES WIDE WITH ONE NO. 4 BAR. PROVIDE VERT. NO. 4 BARS @ 32" O.C. CONSTRUCT NEW COLORED SLUMP BLOCK PLAl'ITER BEHIND SLUMP BLOCK WALL. PLANTER WALL FOOTING SHALL SE 12 INCHES DEEP BY 18 INCHES WIDE WITH ONE HORIZONT Al NO. 4 BAR VERTICALLY SPACED 24 INCHES ON CENTER. WALL SHALL BE 4 COURSES HIGH WITH 2 COURSES ABOVE EXISTING WALL. EXISTING COLORED SLUMP BLOCK WALL. VENEERED PLANTER WALL WITH PRECAST CONC. CAP NO. WC 4 X 12 MANUFACTURED BY EDINGER MATERIALS (714) 435-1626, SANTA ANA, CA. STUCCOED 8 INCH WIDE CONG. BLOCK WITH SMOOTH TROWELED COLOR COAT. COLOR TO BE SELECTED FROM SAMPLES. WALL CAP SHALL BE WC4 X 12 PER NOTE 6. COLUMN SHALL BE FROM PRECAST MODULES NO, POL 24 CUSTOM SELECTION BY EDINGER MATERIALS. GROUT COLUMNS SOLID. COLUMN CAP SHALL BE PRECAST NO. PC3-28 BY EDINGER MATERIALS PRECAST BALL FINIAL NO. FB-116 WITH FBP-14 BY EDINGER MATERIALS. PRECAST BALL FINIAL NO. FB-12 WITH FBP•14 BY EDINGER MATERIALS. FOUR EACH NO. 5 BARS TO TOP OF COLUMN. ONE NO. 5 BAR 4'-6" LONG. HORIZONTAL NO. 4 BARS IN GROUTED BOND BEAM OF 8 INCH CONG BLOCK PLANTER WAU .. THREE NO. 4 BARS CONTINUOUS IN REAR OF PLANTER. SIDES PLANTER WALL FOOTIMGS SHALL CONTAlN 2 NO. 4BARS, HORIZ. NO. 4 !JAR CONTINUOUS. VERTICAL NO. 4 BAAS AT 16 INCHES ON CENTER -GROUT CELLS SOLID. NO. 3 BARS HOOPS AT 24 INCHES ON CENTER. FOUR HORIZONTAL BARS iN WALL FOOTING DEPRESSED WALK AT CROSS WALK. EXISTING 12 INCH DIAMETER DRAIN PIPE. EXISTING DRAIN OUTLET . PRECAST WALL CAP NO. 60H2 MANUFACTURED BY ED!NGER MATERIALS. ARCHITECTURAL STONE VENEER BY STONECRAFT INDUSTRIES INC. ELDORA'.JO STONE "WISCCNSIN INEATHEA EDGE" WITH 3/8 TO 1/2 INCH MORTAR JOINTS RAKED, TYPICAL FINISHED GRADE ON BAGI{ OF WALL. FINISHED GRADE.AT 2:1 TO DAYLIGHT 10 X 8 X 16 CONCRET!: PRECISION BLOCK· GROUT ALL CELLS SOLID· APPL'/ Mff<ADRAIN 6000 DRAIN SYSTEM. ELE'v1 ,AT ON . · PLAJ,.J1E!<:4'1'E FHH.OCAf!ON Af'l'ROVED ~17 !Zsf CONSTRUCTION PLA"i . -¾• ¢. DETAILS .. DATL ••,-~--'"~--. DESIGNED DAAWN DATE B\' DESCRll'TIO~ Al'P'll. CITY OF NEV/PORT BEACH P-'i>17o-s ---·---.. REVISIONS CHECKED DATE PUBUC WORKS DEPARTMENT SHEET '3 Of 8 -------' ------- • ,_t'i .. ;J g g !l ~ .. -~ - ,r' j !") ct • , :£ '-j--~ 0 ... cr .I ~ . ! ... Q -:, " ,. ,J 9-~ [;'. - "' 1, ~ (fl L I G H T .I N G L E G E N ' SYMBOL. DESCRiPTION MFG. MODEL NO. . . ''·· . . --V RECESSED \1/eLI.. LIGHT WITH 16" LONG f:lASE • ANGLE CUT (SEE DETAIL) POCUS SL--01 . HALOGEN WALL MOUNTED FLOOD LIGHT FOCUS CJL .. 1:5-·H • c;:, !TI TRANSFOR'1ER FOCUf~ WT 3'i2-900T . 'Tl-liS F!XTURE SHALL BE MOUNTED ON TYPE FSS PLASTIC CONDUIT BOXES MOUNTED TO \,/,A.LL NOTE TRANSFORMER AND FIXTURES NOT IN CONTRACT -INSTAL'-WIRE cl; CONDUI.,. ONL>' FU'TU RE FIX.TU r1i E ~r,J."I -~· f' :l J ~- d, 1YPJCAL " 1 ' ~ .\ .. :) - D ii LAMP :16 w. (GNv'F~) 50W, VOL.TAGE 12 1:2 ) _.,_,.,.......r-~"/---v--...,......__ FU1U i:tiE L16'H"fl 1-1& Wd!:1iK. (1 l-.l'?fAL.L NI 12.E: ONLY) ~ -.. -.._.--..__ DATE BY 1----~ - LIGHTING NOTES GENERAL: INSTALL.CONDUITS. SLEEVES AND UNDERGROUND DIRECT BURIAL CONDUCTOR C.ABLE .AND CONDUIT BOXES W!TH COVERS ONLY. TRANSFORMER AND FIXTURE INSTALLATION IS NOT A P.ART OF THIS C01'1TRACT. RUN DIRECT BURlAL. CABL.E CONDUCTOR THROUGH r PVC SLEEVE IMTO PLANTER • TYPICAL . PROVIDE 3 FT. COIL OF CONDUCTOR ABOVE GROUND·FOR FUTURE FIXTURE CONNECTION TYPICAL FOR EACH AXTURE IN EA.CH PLANTER 0 EXTRA FLEXIBLE. SUN R"'SISTANT DIRECT BURIAL. MULTI STRAND CABLE WITH 12 INCH MIN. COVER SIZE AS INDICATED. ~-G / INSTALL 2 EACH LCNG SWEEP ELLS PLUS 1 INCH DIA'"IETE'R PVC STUB FOR FUTURE AND A 1 INCH CONDUIT TO FUTURE TRANSFORMER LOCATION BEHIND \.VALL FUTURE FOCUS \v'T-312 -900 • T 900 WATT TRANSFORMER WITH INTEGRA.L 3 CIRCUIT TIMER CROSS BROS INC. L.A MAX 5 SST STAINLESS STEEL CABINET 'MTH CONCRETE 6,C\SE BY IRl<IGATiON CONTRACTOR I ,, __..,,.,,.,.. -~/ / .,.. APPROVED ·---L I --- DAT<' ·-DESIGNED DRAWN ' 6 ft ,,,,-I -'.);:;-<:-..:: : --~-:~~1i~t.lir.<---, °J!, "· "::·~ ,·,\,1..·.'2.-' ~ ...... _ l-lT l N & Pl-AN LP-51 .. 70-5 ••• DESCRIPTION APP-0. -CITY OF NEWPORT BEACH CfiECKED DATE ---·-REVISIONS PUBUC WORKS DEPARTMENT I SHEET, 4-OF 8' - I I I I I I i ' r I i ,, l I I I I I ' I ! I I ' ! I I I i i I s: s (l.. C .0 --t= <!' <"! . \'. \. '--i 1/1 '' ' , I I I Lo·r ' 8 f LOT 10 - j L6<:l>-1E. MAIN Li fJ E u," 6AC.KOF i,:JALk E!?&E ~ PO:V =:::own~~ fOtU R R GATION l E G E N D SYMBOL MANUFACTURE • MODEL-NO. • · DESCRJPTIC,W ••• NOZZLE ., RADIUS-'-·.GPM . PSI TORO 570Z·12P 12"POP UP SPRAY HEAD 15-0-PC 15 .8 30 TORO 570Z-12P 12"POP UP SPRAY HEAD 15-T-PC 15 1"1 30 TORO 570Z-12P 12" POP UP SPRAY HEAD 15-H-PC 15 1.7 30 Q TORO 12~ pO? UP SPRAY HEAD 10-H-PC 10 .66 30 TORO 570Z-12P 12" POP UP SPRAY HEAD 10-T-PC 10 .52 30 TORO 570Z•12P 12~ POP UP SPRAY HEAD 10·0-PC 10 .33 30 • TORO 12" POP UP SPRAY HEAD FB-25-PC 8 .5 30 TORO 570:Z-12P 12" PO? UP SPRAY HEAD 8-H-PC 8 .29 30 TORO 5702·12P 12" POP UP SPRAY HEAD 8-0-PC 8 .24 ,o 0 fl¼ei:1 Hll ON !ll$ii<., 2, 20 2i; RAINMASTER DX 12-PS-03 FLOW SENSOR USE EV.CAB-SEN CABLE FROM SENSOR 1U CONTROLLER, IN VALVE BOX RAINM'\STl'R DX ll•PS· , • CONTROlLER FEBCO 825Y RP 2" R. P. SAGKFLOW PREVENTER • ,--,<, ~!\INl'll!',.0/Ut,,IK GB 'iSERlte.'G CONIBOLVALVE \ l-'---"!B]""w'----+==..:PE_Rc,C:...rrv.....c;=-+--?-W_A_TE_eR-. ME-.fE-R-t-·---P.:.R.:.OVl=□c.cED"e-'-y"'c"rrv". ---- \ Ci} RAINBIRD 44 QUICK COUPUN\3 VALVE \\ • • • -• • • 1,/J\IN LINE PVC SCH. SOil ; LATERAL PVC CLASS 200 ~ t'><I WITCO 754 SERIES BRASS BALL VALVE UNE SIZE f!) * PROVIDE ONe .. P.10.,.lt--lBIRD·UNIK ·45,MC>P\ coN·ri:40L MODULFS PLUS 1 Uts!IK TRANSMil"TEF\ £1\., '✓A LVE. S HA..L L 5 E E.qu IPPF-D ki It H UN I}(, \_l.(f CH I r--.1& SOLE NO I. DS -.:-TY\? IC AL-c~-;,,_. f'P;OV! 171.S Ot--ll; R,\I N.BI 17.:.v-UNIK 2 ,;, i'/\bD C.01'-lnz,e,'L NOv'ULE f',;::q:; 13-t 4,132. NOTES PROVIDE 5 EA. 14 Gi\. COLORED CONTROL WIRES AND ONE WHITE 14 GA COMMON WIRE FOR FUTURE CONTROLLER CONVERSION. INSTALL ONE COITTROL WIRE WITH 2 FOOT COILED END TO EACH VALVE BOX FROM PROPOSED CONTROLLER LOCATION. TERMINATE CONTROLLER END OF WIRES INTO VALVE BOX BYWATER METER. IIP?ROVEO PUBLIC WORKS DIRECTOR DATE ·sy DESCRIPTION REVISlONS R.E. N,u._ ___ _ DA L-----------1 DESIGNED APF'll. CHECKED DRAWN DATE ~ IR RI bATION PLAN CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT !\I .. ct GENERAL NOTES AND SPECIFICATIONS t GEl,ERAL NOTICE TO CONTRACTORS ALL CONT!2ACTOR5 AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT TKEI1< OPER.i<.TIONS, SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE ;O WORK: AND THE. PUBLIC IS PROTECTED" ALL CONTRACTORS AND SUOCONTRACf'ORS SHALL COMPLY WITH THE 'OCCLIPAT:ONAL SAFETY AND HEALTH REGULATIONS'' OF THE LI-5. DEPARTMENT OF LABO:<, AND W!TH THE STATE Of C,l\L.JFORNIA DEP.ARTHENT OF INDUSTRl.<\L !<ELATIONS' ·'CONSTRUCTION SAfETY ORDERS" Tl-IE OWNER .AND OWNERS' REPRESENTATIVES SHALL NOT BE RESPONSIBLE iN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE cmmlTICMS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING 5AFEW OF ALL PERSONS AND PROPERTY: Tf,AT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THM THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HlS i<EPl<ESENTAT!VE HARMLESS FROM ANY AND ALL LIABILl!Y, RE.AL OR ALLE6ED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECI, EXCEPTING fOR LIABIL!TY ARISING FROM THE SOLE NEGllG2NCE OF THE OW,EP. 0~ HIS REPRESENTATIVS, IT SHALL Bf. THE CONTRACTORS RESPONSiElll1Y TO ASCERTAIIJ THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORrJS PRIOR TO COMMEIJCING ANY EXCAVATION. ALL EXISTING EQUIPMENT SUCH AS VALVES, SPRINKLERS, AND DRAINAGE DEVICES WhlGH ARE NOT R1USED OR RELOCATED ON THE SiTE SHAL.L REMAIN THE PROPERTY Of THE OWNER, IRRIGATION SPECIFICATIONS A. GENERAL 1. IT IS THE !NTE~JTION OF THESE SPEClFICATION.$ iO ACCOMPUSH THE WORK Of INST Al.LING A .SPRINKLER SYSTE:M WHICH WILL OPERATE IN A~ EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STAND.ARDS ESTABLISHED FOR SPRINKLER OPERATION. 2. THE WORK INC!.UDED IN THESE SPEC:FICATIONS SHr'\LL CONSIST OF THE FURNISHING OF ALL LABOR. TOOLS, MATERIALS, APPLIANCES, iES:'S, Pt:RMITS, ETC , NECESSARY FOR THE INSTALLATION Of .A iANOSCAPE SPRINKLER SYSTEM. AS HEREl:-.J SHOWN. NO SUBSTiTUTiONS SHALL BE MADE W!THCUT PRIOR ,A.CCEPTANCE BY OWNER AND/CR GOVERNING AGENC!ES. MATERIALS NOT A??ROVE;J MAY BE REJECTED BY OWNER OR GOVERNING AGENCIES AN!J REPLACED WITH REQLJ!RED Mfo.TERIA!..S AT CONTRACTORS EXPENSE. 3. 11-\E SYSTEM SHALL EFFICIENTLY AND EVENLY IRRIGATE ALL ARE/\S AND BE COttVi .. ETE IN EVERY RESPEC1 AND SHALL BE LEF": READY FOR OPERATION TO ':'HE SAT!SfACT!ON OF THE OWNER'S AIJTHORIZED REFR.ESE~TATIVE. 4. ALL LOC.AL, MUNICIPAL AND STATE LAWS AND RULES AND REGULATIONS GOVERNING 01< !<ELATING TO ANY POR":ION OF THIS WORK ARE HER!::BY INCORr'ORATED !NTO AND MM)£ A PART Of THESE SPECIFICATIONS .AND THEIR PROVi510NS SHNL BE CARKIED OUT BY THf. SPRINKLER CONTRACTOR 5. THE CON:'RACTOR SHALL SHOW THE OWNER 2XACT LOCATIONS Of ALL :T!:M.S INSTALLED, ANY DIFFERENCE BETWEEN "AS BUILT" AND DRA\VINGS SHALL BE iNDICATED ON PLANS PROVIDED 6 . .SHOULD IT BECOME EVIDENT THAT UNKNOWN OBSTRUCTIONS, GRADE D!FFF.RENCES OR DIFFERENCES IN THE AREA DIMENSIONS EX!ST THAT MIGf·lT NOT HAVE BEEN CONSIDEP.ED iN THE ENGINEER!NG, SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO 1HE ATTENTION Of :HE OWNE~'S AUTHOR:ZED REPRESENTATIVE FOR REVISION PRIOR TO !NSTALLAilON. IN THE EVE.NT THIS NOTIFICATION IS NOT PERFORMED. Tr!E IRRIGATION CONTRACTOR SHAU. ASSUME FULL RESPONSIBILITY FOR ANY REViS!ONS NECESSAi<Y 7. ff iS THE KESPO~SISILITV OF THE IRRIGATIO~i CONTRACTOR. TO FAMILIARIZE HIMSELF WiTH ALL GRADE DIFFF.RENCE.5, LOCATION OF WALLS, RETAINING WALLS. ETC. HE SHALL COORDINATE HIS WORK WITH TH!:: GENE:'U\L CONTRACTOR .A.ND OTHER SUBCONTRACTORS fCR THE ~OCAT!ON AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, ST?.UC.Tl.:RES, ETC B. MATERIALS 1. ALL STATIC PRE5SURE MAINS SHALL BF: PVC SCHEDULE 40 OK CLASS 315. 2. ALL Sl'RINKLE.1< l.ATERAL PIPING SHALL BE PVC MINIMUM CLASS 200 3. ?,LL PVC FITTINGS SHALL BE HIGH IMPACT SCHEDULE 40. 4. ALL CONTROL WIRING SHAU ... BE COLOR CODED AND SIZED PER VALVE MANUFACTURE.R'S RECOMMENDATIONS, 16-GAUGE MINIMUM WIRE SIZE. C. INSTALLATiON 1. SPACING OF SPRINKLER fiEADS AND l.OCATIONS CF VALVES ANO BACKFLOW PRCVEN'flON DEVICES SHALL BE AS !NDICATED ON THE DRAWINGS. ANY DEVIATION fROM THE DR,\Wl~GS MUST HAVE THt: APPROVAL OF THE OWNER. 2. TRENCHES FOR. PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER OF i8" ABOVE THE TOP OF THE BARREi-Of THE PIPE FOR ALL "MAiNi..!N!.:" PIPING AND 12" H!NiMUM OVfR ALL "LA!"ERAL" PIPE LINES. 3. ALL MA!Nt.lNES lN THE SYSTEM SHALL BE PRESSU/ZE TESTED FOR LEAKS. 4. COMPACT TRENCH B.ACKFla TO A RELATIVE DENS!TY EQUAL TO ADJACEN'i UNDi5TU!2:Bt:D SOILS TO PRf:VENT SEHLf.MEN"'f. 5. THE CONTRACTOR SH;\LL NOT AU.OW NOR CAUSE ANY OF HIS WORK TO BE COVERFD OR E~~CLOSED iJNTlL IT hAS BF.EN TESTED AND PROVEN SOUND 6. CONTRACTOR SHALL KEEP ';I-IE ?RP'llSES C~EAN AND FREE OF E:XCl:.SS l'.:QUIPME.NT, MATERIALS AND RUBBISH, INCIDENTAL TO WORK Of iHiS SECTION. NOTES: IN THE EVENT THERE iS FIELD MODIFICATION CONTRACTOR SHALL USE THE FOLL.OWING CHARTS FOi< SIZING IRRIGATION EQUIPMENT. LATERAL P,V.C. PIPE SIZING CHART GPM 0 TO 5 5 TO 10 11 TO "iS 16 TO 25 26 TO 40 41 TO 60 6"! TO 90 9i TO 120 PIPE SIZE GPM 1/2' GPM .3/4" GPM 1• GPM 1 1/4" GPM i 112· GPM 2' GPM 2 1/:2° GPM 3· GUIDE FOR SIZING AUTOMATIC VALVES GPM 0 TO 1.S 16 TO 30 3': TO 50 51 TO 70 71 TO 100 VALVE SIZE: GPM 3/,4" SPM l" GPH 1 714· GPM 1 1/2" GPM 2· GUIDE FOR SIZING PIPE SLEEVES MAIN/ L.A.TE:Ra..L MIN. SCH 40 PVC SLEEVE PIPE SIZE REQUIRED 112· r 3/4 • 1.-114· 1' 2" 1-1/4" 3' 1-1/2' .3· 2· 4-· 2-112· 4· 3· 6" 4-· 6" THIS DES:GN !S DIAGRAMM.AT!C, Ai.L PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AKE.AS IS FOR CLARiTi' ONLY, ALL EQUIPMENT TO BE INST.AL.LED IN PLANTED AREAS WHEN POSSIBLE. A~Y CfiANGE OF EQUIPMENT/ MANUFAC!UKER, lTS DETAILED INST!l.L._ATION MiD OR QUANTITY Of SPRINKLER µ,EADS SHA~L BE Bi<OU&HT TO THE OWNERS A~D LANDSCAPE l1RCHtTEGTS ATTENTION. SUCH CHANGES Sf-ir\LL BE ITEMIZED IN WR1T:NG PR!OJ2 TO !NS"fAL~T!ot•L INSTAlL AU MATERI.ALS AND EQUIPMENT AS SHOWN 1, DET/\ILS, USE TE'LON TAPE OR TEFLON PIPE DOPE ON ALL ?VC MALE PIPE T~READS ON ALL SFRiNr.LER SWING ,OINT AND VALVE ASSEMBLIES, IT !S THE RESPONSIBILITY OF THE IRRIGATION CON TR.ACTOR TO ~AMILiARiZE HIMSELF WITH ALL GRADE DIFfEREI\JCE5, LOCATION OF WALLS, Rt:;AINtNG WALLS, ETC HE SHALL COORDINATE HiS WOR.K WIT~ TH:E GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE lOCATION AND THE 1,sTALlt\TI0N OF P:PE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAViHG STRUCTUn's, ::TC, MAINLINE AND WIRING INSTALLED UNDER PAVED AREAS TO BE IN 3' PVC SCH 40 SLEEVES, LATERAL PIPE iNSTAlLED U~DER PAVED AREAS TO BE PVC SCH 40, ALL SPRINKLER HE,ADS SHALL BE SET PERPENDICULAR TO Flf<ISH GRADE Of THE AREA TO BE IRRIGATED UNLESS OTHERWISE DES:GNATED ON THE PLANS, AI.L POP-UP TYPE SPRINKLER HEADS iNSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED 50 THM THE TOP OF THE SPRINKLER HEAD 15 ;· ABOVE FINISH GRADE, 120 VOLT :cLECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS, IT SHALL BE THE RESPONSIBIIJTY OF THE IRRIGATION CONTRACTOR TO MAKE THE F!NAl HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER, CONTRACTOR SHALL NOT WILLFULLY INSTALL A SPRINKLER SYSTEM AS SHOWN CN THE DRAW'NGS WHEN IT 15 OBVIOUS IN THE FIELD THAT OBSTRUCTiONS, GRADE DIFFERENCES OR DIPFERENCES IN THE ,\REA DIMENSIONS EXIST THAT MIGHT NOT HWE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTiON OF THE OWNER'S AUTHORIZED REPRESENTATIVE, IN THE EVENT THIS NOTIFICi\TION IS NOT PERFORMED, THE mRIGATiON CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOP ANY REVISIONS NECESSARY, CONTRACTOR I OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTH GROWTH OF THE PLANT MATERIAL, AT NO TIME WiLL THE CONTRACTOR/ OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOil SATUl1ATION, CONTRACTOR SHALL ADJUST EACH SPRINKLER TO MINIMIZE OVER SPRAY ONTO WALKS, ROADWAYS AND OR BUilDINGS, WHENEVER ANY ITEM OF "DISTRIBUflON $ CONTROL EQUIPMENT" IS SIZED SMALLER THAN THE MAIN LINE OR LATER/IL LINE PIPING ON WHICH iT IS PLACED, THE REDUCTION iN PIPE SIZE SHALL ONLY OCCUR AT THE THREADED FITTING WHICH ADAPTS THE PIPE TO THE PIECE OF EQUIPMENT, WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, UTiWY VAULTS, ETC, INTERFERE WITH THE SPRAY PAHERN OF THE SPRINKLER HEADS 50 AS TO PREVENT PROPER COVERAGE, THE IRRIGATION GONTRAGTQR SHALL fl ELD ADJUST THE SPRINKLER SYSTEM, CONTRACTOR SHALL PROVIDE PAPT CIRCLE NOZZLE SPRINKLER HE.ADS AROUND SUCH OBSTRUCTION TO ACHIEVE PROPER COVERAGE, rn:s IRRIGATION SYSTEM SHALL BE iNSTALLED BY A COMPETENT lANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS, THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRs!GATION NOZZLES AND ARK PATTE!1NS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGI: WITH THE MINIMUM OF OVER SPRAY, QUICK COUPLING VALVE ® Ql.J.Ck. COWPL::--JG \/A~V'E 0 6R"6S NPPLE (LENGTci A,i, RSO) (;;\ s~,c.s "" u-r-· -L' \::::_) ~-. ='-' t;:...:;;!_ t: -· ® BRt,,SS Nl?PLE -6" , .. Di'.G. C'\7 5'°' A CC 4'Q -,-,--: ,-.,.-,-~"1" -1 i V K....-.. __ .:;.;, = ~!;:,,7, :? ' "<:!:::" .... ' '-~'-· ® MA:"J '..-:N5 ;::;ITTING ®~CUBIC FT. OF PEA G'e<.AVSL.. @ MAN __ il'sJS PIPING 0 \1/Ai...K CR CL:<3> IN BOX 2) ,. BAr::K.FL0W PREVENTER: ASSEMBLY -REFER. TO IRRIGATION PLANS roR MFG. AND MODEi .. 2. RESILIENT SE.A.T BAL.L VAL VE -TWO TOTAL. 3, 6Rr"'-SS WYE ;:'>fRAINER. -RS:FER TO iRRIGATION SPECIFICATIONS PCR ADDITIONAL P'\ll•:0R1''tA""i"'ION 4. BRAS.S 90 DEGREE ELL T'r'PiCAL. 5. BRASS UNION. TOTAi,. TWO, 6. THREADED BRASS f-.!iPPLE: -LENGTH AS REQUIRED 7. Fli'~ISH GRADE, 8, C0NCRET!S THRUST t:~L0CK -12" X 1.2" X 12" 9, TO !RV..IGATI0N SYSTEM -SEE PLAN FOR SIZE AND TYPE. 10. PVC .SCH 80 MALE ADAPTER TY"PICAL 11. BRASS C0UPLIN6, SE.I FLUSH WITH CONCRETE. 12. TC IRRIGATION P0iNT OF CONNECTION, WATER SOA.RCE.. BACKFLOW PREVENTER ~ or-,,;:_y !N SL.OPED Ai<E..AS -r::::: • _., PRE'v'cr•..;i '..~OV/ ---;S,:-\D DRAJ!'--.l-A.GE. -0 * 6" ~;;,,_i_ FOR. SPRA,.Y µt.:;A::JS iSUBB;,__.fRS A! 2" ABOVE F1f'-.,;ISH G<.ADE t S:7.<iNKLE~ NOZZL2 -R::;FER TO ll<RiGAT:ON LEG2~:J FOR .2 0/S SCHED0L..E 80 ;...J:P?LE ~F-NG'-~ AS <EQU':R:::D. .3. Klf~G S'<05. 'CJ" SE.RIE.S A~T~DRAN VAL VE. ,AS <C:QL,;12:::0 AJ ... \)S:"' TQ ?f<2\/S.N! .__Q\)J HEPJ::, :JRAj1'-J,A.GE. 4. i"""'iAl<LEX S"'""R;';;:ST 2:_L, S PVC SCHSc;'.JL!LE .,o STi<C:CE--'.J_ 6, LATE~L PIPE F:';,li'-IG 7. :....AIERAL LINE :.?;Pl"JG ~ SEE PL.AN FO'< TYPE AND S:Z::. 8. ::::;:,...JISH S~L\DE SPRAY' HEAD$. OR BUBBLER ON RISER I DATE 2 \ 4 \ 1. RAiNBIRD UNIK BATTERY OPERJ,TED CONTROLLER s 2, ,ATTACH CONTROLLER TO SiDE OF VALVE BOX, 3, WATER PROOF \VIRE CONNECTORS. 4, ELECTRIC CONTROL VAL.VE - REFER TO IRRIGATION LEGEND FOR MANUFACTURER AND MODEc., 5. NDS 1i3BC VAL.VE BOX WITH c.OCKiNG COVER 6. FINISH GRADE-VAc.VE BOX TO BE Fc.USH WITH GRADE IN TURF AREAS AND 2' ABOV::: GRADE IN GROUND COVE« I SHRUB .AREAS. 7. BRASS NIPPLE, (CLOSE). 8. PVC SCH 40 Ec.L., 9, PVC SCH 80 NIPPLE, LENGTH AS REQUiRED 67 ,.-----{ 8 --0 ~-05~ iO, COMMON !<ED BRICK -FOU!< (4) REQUIRED, 11. Pl<ESSUl<E MA:N LINE PIPING TO RP. DEVICE-REFER TO li<RIGATION LEGEr"D FOR TYPE AND SIZE. 12. SCH 80 NIPPLE (2 INCH LENGTH, HIDDEN) AND SCH 40 ELL, 13, PRESSURE MAie, Ul'-IE FITTING, TEE OR ELL, 14, PVC SCH 40 MALE ADAPTER 15, PVC LATERAL Ul'sJE PIPiNG -TO SPRINKLERS, REFER TO 'l<RIGATION LEGEND FOR TYPE AND SIZE, 16, PEA GRAVEL, MINIMUM DEPTH OF 6 iNCHES, 17. BRASS BALL VAL.VE 18. BRASS UNION 1+ !<EMOTE CONTROL VALVE vVITH BALL Vfa,LVE $. UNION I BY 6' I MIN,,.1 r i I • I 12" MIN. 18' MiN. 0 1. HARDSCAPE: EDGE (WHERE APPLICABLE). 2. TRENCH 3, LAIERAL LINE PIPING. 4. PRESSURE MAIN LINE PIPING. 5, CONTROL WIRES, TAPE' AT 6 F'L 0,C. 6, CLEAN, APPROVED i3ACKFILL MATSRIAL 7, FINISH GRADE, REF2R TO IR.RlGATION SPECIFICATIONS i::=nQ Af'JDITlnt-..lAI INFnRMATlnN TRENCHING APPROVED 3· ;-G / 1•·-""1 .I · · i''fl'·?Mt'· JJii-"'\'W\'-1"t¼~·,1 •1PJt~,·110>1:J!W1'. i·J:yr 'W · r:;2\ ••~•"'-a.•-~_,_,. ,.:•l ''\,,, .• I '.•.~;(·1·,• w\, ,.,11 ·v~ ::;l~miii:lil: IT~f@i~i~irr~B wMill2!1i~~ ~ h ~A,~~ A~~ ,. ., ,s' .,, .. "' .. " ,, ,. ~ •• ,,_' , •• "" '<', ,, ,, ... .,, A A A'~ A~ A,A A • .,._ a,,,. .., A.,, .-, .,_,,-,. b•A ft'A A ft A ft~ I .~ ,..,, & • ,,,,. ,. ~ • ~ A A•6 ft~ A A A• A A.ft ft A A~ ",, ... ,,, ",.,."' "·· A,A •~ A',. A ~.A A,~ ~ . ._, .. ,. ... ~, .. ,,. .. A~~ A A~ A A•A ~ A ft A A,A A A A•A A ft ft A~ w A a•a•ft A t FINISH GRADE 2, APPROVED BACKFILL 3, POP-UP SPRAY HEAD ,,----,5 4. PVC SCH BO N;PPLE. -4' M!N. LENGTH 5. PVC TX T 90 DEG. STREET ELL. 6, PVC SCH 130 -6. L0~IG 7, MARLEX STREET ELL 8. i....ATERAL LINE PVC TEE 9. LATERAL LINE PiPC, SIZE AS NOTED ON PLAN 10, HARDSCAPS SURFACE (WHERE APPLICABLE) POP -UP SPRAY HE.AD PUBLIC WORKS DIRECTOR IRRIGATION SPECIFICATIONS AND DETAILS DESCRIPTION REVISIONS RE, NO,_~--- DAT~------- APPn DESIGNED CHECKED DRAWN DATE 3-9-99 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5170-S SHEET S OF !3 1,,1'\ I Q_ .n --i:· s ~ Ct. t ~ .. '!--. cf ~ l: IS ~ e ., ~ :0 ~ ' i-1 "' :r- <$ CQ I . l i I • iJ N Dl~'(Ul'if.lfV ll,r.<, IS A- TYPICAL SLOPf; ea-R0-6-13A N ------------. ' Loy 8 ---II I -CAS-SPL-:_ ___ • ----··--·---·----------=---=-::::::/- I -Pi-ID-~ E c., -( -S !=. E t-l01E+---< 10-Hi;M-HYS _______ __, I TREES SYMBOL BOTANICAL NAME CAS-SPL CASSIA SPLENDIDA GOLDEN PHO-REC PHOENIX RECLINATA SHRUBS SYMBOL BOTANICAL NAME BOUGAINVILLEA "Mi<Y PALMER'S ENCHA~TMENT BOUGAJN\!1LLEA ROSENKJ\ BOUG/>JNV1LLEA 'DAN DIEGO RED' CISTUS X 'CORBARIENSIS' ECHIUM FASTUOSUM COMMON NAME CASS!A SENEGAL DATE PALM COMHOl'I NAME WHITE BOUGAINVILLEA DWARF RED BOUG/>JNVILLEA RED BOUGJ\JNVILLEP, WHtTE ROCKROSE Pi<IDE OF MADEIRA SIZE DESCRIPTION 24" BOX SMALL EVEPGRl:'EN TREE TO 15 FT WI YELLOW Fl ... OWERS 48" BOX CLUMPING ::>ALM TFE 1:: TO I 2. FT. W, FRONDS TO 9' DESCRIPTION VIGOUOUS LARGE EVERGREEN VINE WITH PROFUSE WHITE FLOWERS IN WARM . MONTHS. VIGOUOUS MEDIUM EVERGREEN VINE \1/ITH PROFUSE RED FLOWERS IN WA RM . MONTHS. VIGOUOUS LARGE EVERGREEN VINE \1/rrH PROFUSE RED FLOWERS !N WA'l<M MONTHS. COMPACT, EVERGREEN SHRUB TO 3' X 4' WITH ATTRACTIVE GRAY GREEN FOLIAGE. \VHrfE ROSE FLOWERS. MEDIUM SIZE SHRUB TO 4 Ff. WITH BLUE GREEN FOUAGE AND LARGE BLUE FLOWER CLUSTER BOU-\VHI BOU-DWF BOU-RED Crf-COR ECH-FAS EVO-NUT HEM-HYB ROS-BAN ROS-!l<E EVOLVULUS NUTT ALLIANUS HEMEROCALL.IS HYBRID BLUE Df>.ZE: Di"YLILY Fi\/EGAL. F!VcGAL. FIVE: GAL. F!VEG.AL... F!VEGAL. ONE GAL. ONE GAL. 15 G,AL. ONE':GAL. LOW-SPREADING PEi<ENNi.AL W/ Bi<IGHT GREEN LE.AVES W/ SOFT GRAYISH HAIRS. DAZZLING BLUE FLOWERS ALONG STEMS. CLUMPiNG SLENDER ARCHING LE.AVES TO 2 FT. WI CLUSTERS OFT ALL STEMED LILIE LIKE FLO\VERS. ROSA B.ANKSIAE :ALBA PLENA ROSMARINUS 0. '!RENE' B.ANK'S WHITE ROSE BLUE ROSEMARY SEMI-EVERGREEN CLIMBER TO 15'. PROFUSE DOUBLE WHrfE BLOOMS . EXCELL.ENT BANKCO\IER AROMATIC BLUE GREEN rOLlAGE LOW SPREADING SHi<UB W/ BLUE FLOWER SPIKES, FULL SUN. NOTE: PHOENIX RECLINATA SHALL BE 1:>._PP!"/OVe::D BY THE CITY OF NEWPORT BEACH pt<IOK -ro DELIVERY AND INSTALLATION. BY' c,,O1-r1~AC.10P-, ANY SUBSTITUTIONS OF PLANT MATERIAL/ PLA.NT VARIETY MUST BE APPROVED BY THE LANDSCAPE ARCHITECT IN WRIT!~~G. 9-Bou -Ri;;; D -----------L 01 10 : ,-----.. • -·'-\~~ • I\; ' . --70 -ROS-I RE. ~-·31-1=vo~Nu1 ' ---~-GAS-~PL \, ___ Le Pl-lD..-J:<El'.c-;.:.:..e5i;;.E N011aj I\Pl'ROVE!l PLA>-NTI NG PI...AN PUBLIC WORKS DIRECTOR R.E.N.,__ ___ 1 . l)j\ DATE BY OESCR!PTION Al'P'll. flESiGNED DRAWN ' ' . • : . • . CITY OF tdEWPORT BEACH P-5170 -5 REVISIONS CHECKEI> D!iTE PUBLIC WORKS. DEPARTMENT SHEU7 OF$, ':: ... ~ .. ;;.,.,;o,.;1~:;;.;-.,, ;;,c,;;1 ;.;; ....... r .. ;;; .. .;,,, -----------------------------------------....,.--------------~-...... ---.,,...----~....,.-------------------,.---,--..... --------------.----------....,.-------"'------....,.----------..,_....,._....,._....,._,,,11 ~-' R Q -~ 'i: l:: ~ o_ PLANTING SPECIFICATIONS SCOPE OF \\/ORK PROVIDE Al-L LABOR, EQUIPMENT. MA,ERIAL, AND SERVICi':S NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A. GENERAL WORK PROCEDURES WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE. 1. ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BE:GIN SOIL. PRE:PARATION AND PLANTING UNTIL IRRIGATION \YORK Al<OUND Pi.-Ai'-1,ING ,A.RE'A IS COMPLETE ,AND TESTED. 2. PREMOiSTEN -SPECIAL CARE Sh-",LL BE TAKi:N TO PREMOiSTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURINS PLANTING OPERATIONS. 3. \VEEDING, BEFORE AND DURiNS PRELIMINARY GRADING AND FINISH GRADING. ALL WESDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHAL.L BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS A~.JD DISPOSED OF OFF SITE. 4. PREMISES SHALL BE KEPT CLEAN .AND MAIN,AiNED FREE OF CONSTRUCTION LITTER, .ALL EMPTY CONTAINERS, EMPTY BAGS .AND DEBRIS SHALL BE REMOVED rROM THE SITE UPO~.J COMPLETION OF EACH DAYS WOR~~-ALL \VALKS OR PAVEM&NTS SHALL BE SWEPT OR \VASHED CLEAN DA!:_y_ B. MATERIALS 1. ORGAt,JjC .. At'.1ENQM.ENIS_.c_ QRGANLC_6J::1ENQt:'.lENIS_.5.l::IA,LL.5E...D..ECD MJ''OSED NiT&O_GENS_T ABJL.iZED _COMPOSTED_RE.D. WOOD SHAVINGS.CU L.TLVATED._ INTO. TOP _8''. OEAL.L .. _ 2L.t",NTlNG.i\REbS.,. 2. l:IIJ.M.c>, TE .. -_E'J..US .. G R6N ULA& ... SOU .... CQ b!2ITIQDi.EJ?...BY :IlsJ=.c.'... 3. COMMERCIAL FERTILIZER -COMMERCIAL. FERTILIZER SHAL.L BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL. 4. SOIL SULFUR -SOIL SULFUR SHALL BE AGRICULTURAL. GRADE. 5. POLYMER -POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TE:RRA SORB. 6. MULCH -MULCH SHALL BE A SHREADDED BARK MATERIAL AS PRODUCED BY KELLOGG'S 'XERll"':ULCH", 7. PLANTll'JG TABLETS -PL.ANTING TABLETS SHALL BE 21 GRAM AGRiFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS -ALL PLANTS SHAL.L BE HEAL THY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE. INSECTS, INSECT EGGS AND LARVAi::. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTi::D, DEFORMED OR OR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATES> ON THE PLAN. PLANTS SHALL BE SUB.JECT TO INSPECTION AND APPROV.AL OR REJ2CTiON BY THE O\.VNER OR HIS REPRESENTATIVE ON THE SITS AT ANY TIME: BErORS OR DURING PROGRESS OF' PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQU.ATEL Y \VATEf<.ED. 9. PLANTING M!X -,ALL SO,L BACKFILL IMPUTS FOR TREES, SHRUBS, VNES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS ,A.ND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS PER THE FOL.LOWING AMOUNTS. C. INSTALLATION SOIL CONDITIONING (t..JOl'i SLOPE: AREAS) TH:: FOLLOWING ,APPLICATION SH,-"LL BE t-'1ADE PER 1,000 SQUARE FEET OF AREA AND Sl::IALL..BE TJ::iOJi;OUGc:!LY._CULil'li6I.ED_lliIO __ J]-:lE_T_OP/:L!NCHES __ 0 E PRBJ:::10LS.TEHE12.S.O.JL 4 CUBIC YARDS ORGANIC .AMENDMENT 20 POUND COMMERCIAL FERTILIZER 100 LBS TRI-C HUM.ATE PLUS GRANULAR SOIL CONDITIONE:R (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT. 2. TREE AND Sf-!RUB PLANITING a) EXCAVATE PITS \VITH V::RTICAL SIDES FOR AL.L PLANTS, SHRUBS, /\ND TRSES. PiTS SHALL BE 1-1/2 TIMES THE DEPTH OF BALLS, AND T\ViCE THEIR WIDTH. b) TERRA SO"<B AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLl-0\.ViNG: 1 TABLE SPOON PER i GALLON Pl_,A,.NT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE: SPOON ·:5 GALLON PL.ANT 2 TABLE SPOON 1/2" CALIPER Or TREE TR.JNK FOR SPECiMEl'-i PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL Sf-lALL BE DISPOSED OF OFF THE THE SITE. c) AGRIFORM BLUE CHIP PL,,,NTING TABLETS SHALL BE PROVIDED !N Ec,A,CH PLANTING HOLE IN ACCORDl'.NCE WITH THE FOLLOWING SCHEDULE: SIZE OF CONTAINER NUMBER OF TABL2TS WEIGHT GRAMS 1 GALLON 21 5 GALLON 2 42 15 GALLON 6 126 BOXED COl'JTAINE:R 10 210 d) PLA~JTING H21GHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINiSh GRADE UNLESS NOTED OTHE:RV-/ISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FiLL SOie. AROUND Bl,Li-OF PLANT USING BACKFILL AS SPECIFIED AND WATER THRO.JGHLY f) IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAM.AGE FROM WIND AS DETAILED. g ) GRADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOiL. ' h) WATER -IMMEDiATEL Y AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE EXTENT THAT AL.L MATERIALS IN THE PLAN'T'ING HOL.E ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3. GROUND COVER ARE.AS PLANTING PITS rOR GROUND COVERS SHALL BE 4· X 4', OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DErORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE f'IRML Y PRESSED ARO.JND EACH PLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN, EACH SECTION OF GROUND COVER SHALL BE IMMED!ATELY WATERED UPOt'-1 COMPLETION OF PLANTING. OR WITHIN ONE HOUR. 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF ONE INCH KELLOGG'S "XERIMULCH" TO ALL GROUND COVER AND SHRUB PL.ANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 324 SQ. FT. AT ONE INCH DE:EP.) AREAS LESS THAN ONE iNCH DEEP AFTER SETTLEMENT rOR ONE \.VEEK SHALL BE REMULCHED TO ACHEIVE THE RE:QUIRED r DEDTH. 5. M,A.INTENANCE AND GUARANTEE (OPTIONAL -60 DAYS AS SEPARATE BID ITEM) ALL PLANTING SHALL BE MAINTAINED (BY CULTIVATING, MOWING, WEEDING, \V,A.TERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND f',CCEPTANCE Or ALL PLANTING. ALL SHRUBS AND TREES NOT LIVING AFTER 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL. INSPECTION SHALL BE: MADE BY THE O\VNER OR HIS OR HER REPRESENTATIVE TO VERIFY THE FOLLOWING: HEAL THY, PEST FREE PL.At,,IT MATERl.-",LS, VIABLE WEED FREE GROUND COVER _,,_REAS, STAKING OF TREES, ETC. TREE:.S SYMBOL HOT ANICAL NAr-4,E CAS-SPL CAS,Si,A, SP~I;.=;>JOiDA G01..:;2_f\J PHO-f<.EC PHOEi':X ~=.:CL!i'-;.A.-:-A SHRUBS SYMBOL BOTANICAL NAME 60..,,'-\Vf-< EOL:'Sf'JN\'.Ll,;,.; 'r-'A<-'t ;;Ai-1EQ'S ENCHA\i''t-1ENf BO:...!-Ci\.VF BOLJG./\iN\/11.LS..'.\ '><Z.C)SENKA: BOJ-·RED BOU,.SAL"..iV!L:...?A 'DA~ DiEGO !<ED' CIT ..CCR OST:,)S X 'CO<BARiC:N'S·S' EC'-i-Fr-'\S EO·-lil,:---S c:AS!UOSL.,:r-', EVC--1'.iUT 2.VOL \/ULUS :-.!UT"AL\....1,-:\.NUS HEY,-i-JY3 i-!2r'lf-::ZOCAL~.IS :..JYBRD RCS--BAN ROSA B~:<SIAE • .. c,,:_-B,A t::\_::;NA' Rc)S-IRE: ROSMt.\~iNUS CJ. 'IRE.:r-.:s· COMMON NAME COMMON NAME Wh1:·E SO:.J6Aii'-.JV!L:..S--'-. D\V'.,<-\.;;zF RE::: BCJG,f-\1:'\,'\/L ... EA RED BCL.lGl\:"-i\/lLLEA \V:~!TE KOCK;?.OSE P<'.IOE OF MA02:li<;A. Dr.YL:: . .Y OAN:<'S \.\/HITE i<OS:":: :SJ....c..-1~ ROSEMARY S121:; DESCRIPTION /A." BOX SM/•,~L EV~RGREE::~ Tl:2'.EE "."D '5 Fl Vv/ YE1 ... LC\V :=:...::AVERS 4($'30X CLU:--JPll">SG P.bL~ TREE T01.~F"."". V,/, FRCNDS TO 9' DESCRIPTION FA.IE. ,S,AL VIGCUO\.JS· L..r\l<.1.S:·2'. SVE::2SRE.E'.N VINE \VITt-1 Pl<OFUSC \V'-!ITE?. FLO\VERS ':'-J \\.'./4·R!~'i. MO/..JT!-'S. F:\/2 GAL. VIGCUO'.JS r--·:20:L.:M ~VC~SR2:.=;!\: VINE \\,TrH ::02:'..JPUSE: P.CD F~0\VE:~S Ii\! \.Vt;RM -MONll-fS. Fi\/E GAL. VIGCUOGS ~ARGE E:\/E~REE1'--.; VINE \\/IT~ PRQFUS~ R"f::.0 ;;:LQ\\/E:'.<.S Ir'¼ \,\-'/fKM. M01'-,T;...j5. F1\./~ GAL. CO:----:?ACT, E.V:::.RGREE:N SrH:..uB 1·0 3' X .:'..-' \.\/ITH ATT'<.AC·•rTvE GRA......, -S.ZE.Ei'\ r.:cL;,c,.,GE. WH~ i:zc:15;;. FLD\1/SRS. F:\--'E;. GAL MEGIUM S:Z2 SHRU3· TO /4 FT. Vv'iTH BLL'= G!<'..2EN FCLIAGE. AND ;_Af<G;;:'. SLU::: Fi..CV•/2~ CLUS77::;.i<.. C.:'NE GAL. l...Cl\V-SPRE.A::JING FERShiNiAL \,V/ BRIGr:7 G-;2Ea:;N u:;Avcs \\// SCFi Gi<AYiS!-1 4-'\lf<.S-. D.C..ZZLING BL'..)S Fc-C\VER.S ,t.\LO!',JG STE:---",'.'3. ;:::iNE GAL. CL's.J:''1P:~-JG S:..EN:::·2R ARCf--111'-,:6 LEAVES TO 2 FT 'V'i/ C:.,USCEi<S C:J?"' TA . .l.. SI ?::ME) UL,E !JKE F _Q\V~r::'.S. 15 GAL SEr'":!-S/ERG;:?2:;';.N CLl~SCR TO 75'. !::'.'ROPLISS DOL:SLE \VrH1E B!_.00---,S. 2X::::ELL2::-...JT BA:-..JKC:CV2R. i;:-:',/E GAL.. AROMATiC 3'...Wl:: G;:;c.cE.N ;::odt,,Gs LOW SPRE;ADl'.\.JG .$1---:i<.'..JS \V/ eLU::'. PLO\.VER S?l~CS, FLL.,.., SLN, NOTE: PHOENIX l<ECLINATA SHALL BE -~FPlSO!/$.?p·-·BY THE C1TY OF NEWPORT BEACH Pr.,:{c;,I'< TC! DEUVE!<Y AND /NSTALLATION.l:3'( C:ON1f;',ACf'O;::; ANY SUBSTITUTIONS OF PLANT M.ATEFZI.AL / PLANT VARIETY MUST BE APP~OVE:D BY THE l.ANDSCAPE ARCHITECT IN WRITING 2 3 j Iii ,. (a J ,-;;:::: ~,...-:,--,-' ,_.,,._ !"',,'-.,/._, BALL \VICTH 1. CLINCH TIE OR EQUAL (4 REQD) 2. 10' LODGE POL.E. STAKES, STAKE SHALL CLEAR ROOT BALL BY 2' TREATED WI COPPER NAPTHANATE, PLACE AT RIGHT .ANGLES TO PREVAILING Wil'..JDS. 3. VENTILATED TRUNK GUARD IN TURF AREAS 4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRA.DE. ~I 1: 5. 4" H!GH WATER!NG BERM. 6. 2" THICK MULCH LAYER. PER SPEC. 7. PLANTING TABS (SEE SPECS.) 8. l<OUGHE:N .su1<::::AcE OF ROOT BALl- PR.10!< TO PLANTING. TREE PLANTING DET.AiL 1. C:KO\VN OF PIAN1" TO BE 1" ABOVE FlNiSH GR.A.DE 2. 4-"' HIGH TEMPORAR.Y BASIN. 3. 2" T'HICk. 9:--JRE.DDED MULCH DO NOi USE BARK CHlPS \VHERE PLAN CALLS FOR MULCH COVER 4. PLANTING TABS (.SEE SPECS.) 5. BACKFILL. MI.X (S':::E SPF.CS.) 6. DIG HOLE A MiN. or: 1 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTED BACKFILL PER SPE.C. NOTE:: IJJ',JTANGLf:: MATTED ROOTS BY LOOSEr'-.IJNG AL!.... ROOTS AT EDGE OF ROOT BALL \l./lTH V✓ATER FROM HOSE, DO NOT CR./:>,.CK ROOT BALL .. SHRUB PLANTING DETAIL DATE BY DESCRIPTION REVISIONS 1,,.-: LEGEND ;,,:;. '; 1/,,, '' ~ \ 1. ?ALM TREE HEIGHT MEASU1<ED FROM I ORIGINAL Gt<.ADE LEVEL /\T BASE OF TRUNK TO TE:::J<t---llNAL BUD. AT BASE OF FANS. OR F:;z.ONS. TRUNK 10 BE CLEAN, STREAIGHT, AND FREE OF I -~ Gr-----1-.'_ r.-, ® :S!CAJ<:S 0;:2, ROT. SE:T PLUMB VERT!CAL. .2. BAG-< FJL.L PLANTING PiT WiTi-l 10096 CLEAN \,VASHED COARSE CONCRET1= SAl',JD. DO NOl USE E'-A1<TH O!< OTHER TYPES OF SAND .:-.3. 3· HIGH \VATERING BASiN. 4. FINISH GRA.DE. 5. 3" DL.<-\MF-TER SCH, 40 PVC. PE.Rr'OKJ\T2D DRAll'--.i PIPE. \,\/R/.>.P \VITH GEOTEXTILE FILTER FABRIC. PR0\/102 THRE.ADEC-CAP FOR NECESSARY PUMPING OF \VATER 6. i2" DIAMETER AUGURED ~OLE BACKFILLED \)./ITH PEA GRAVEL ' 5 SPECIMEN PALM TREE PLANTING DETAIL :/ ' • I I. 2XSALL I D:"--. ·-,i' 1. CROWN OF PLANT. 2. 4'' H!GH TEMPORARY BASIN, 3. EXISTING GRADE A .. PLANTINc.; 'TABS (SES SPECS.) S. ElACKF!l_L MIX (SEE SPECS.) 6. DIG HCL.E A MIN. OF 11/2 X THE DEPTH OF THE PU\NT CONTAINER 7. COMPACTED BACKFILL PER SPEC. NOTE: UNTANGLE MA'fTSD Roon;, l3Y LOOSENING ALL ROOTS AT EDGS OF ROOT SALL \\-'!TH \\/Al"ER PROM HOSE. DC NOT CRACK ROOT BALL CONTJ.<ACTOR SHALL Pf-!OVIDE EROSION CON!ROL V-✓HF.N SPECIFIED SLOPE PLANTING DET fa,IL APPROVED PUBLIC WORKS DIRECTOR RE NO. ___ . ___ _ DAT-________ ___, APP'D. DESIGNED DRAWN CHECKED DATE PLANTING DETAILS $ SPECIFICATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5170-S SHEET 6 OF P,