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HomeMy WebLinkAboutP_5149_Su 171·· .If r-v -J\ 0 0 lJ I ···7 ·7 O) D ~./ L\ I D - D 0 [ffi(D)~~[L[D) ~ ~01f[L[EV rFD IB5 rffi ID) ll !Ri [E (C1f (O) rffi • /;,/1 ( qy [D)~7TIE D (~ r· ~ D I i,~Br!Jct;t \Y'.°'(' C C ~ ro) D APPROVED 1V30/9'2 PB!lOO\ECTOfl 1----+--+-------------t---J R.E. NO I~ V MHlSC Q A. ",), _, ,,.. "' "' ' ''"'I No Tl.'> Of Ct.I- T~Tl!E SHEET WlESll" !Ni!EWIFDOIRlll" LOJAAC{ NEWPORT BEACH, CALIFORNIA '---------------'-'' ~ _ _j_.J_ __________ +--+;;;;:;;==~:;::::;:===l--- FENNEJ.L & ASSOCIATES 925 II. OLIVE ST. SANTA ANA, CA 92?0:31- DAT DESIGNED DRAWN P-5149S (714)541-6329 FAX (114)541-6337 PATE BY DESCRIPTION Al'P'D, CITY OF NE\'/PORT BEACH CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET T OF • REVISIONS ' .. , ..... .., ·, \ \ ~ "' -1 ·-a ~ I 0, -·•.t ....c, I 0 en ... G' ij I J II ij \ 1. 2. 3. DECOMPOSED GRANITE -3" THICK OVER JO MIL PLASTIC COLOR: SAND SUBMIT SAM.PLES TO LA.NDSCAPE ARCHITECT FOR APPROVAL SEE STAKING PLAN FOR FINISH. #4 REINF. BAR CONT. RADIUS EDGE. FINISH GRADE. NOTES: 1. 2. PROVIDE EXPANSION JOINTS@ 20'-0-' MAX. OR AS SHOWN ON STAKING PLAN. PROVIDE TOOLED JOINTS @5'-0" O.C. MAX. OR AS SHOWN ON STAKING PLAN. P.A. 1 EXISTING CONCRETE RETAINING WALLS CONCRETE MOW STRIP /'4CI.FIC C/?4ST /11611/f',1 Y EIGHT (8) EXlSTING FAN PALMS CONTRACTOR SHALL RELOCATE NORTHERN MOST PALM -SEE PLANTING PLAN. PROTECT IN PLACE REMAINING 7 PALMS. CONCRETE MOW SIRIP I • • ~! 0 ~I "' ol ~I • . :~= I I I ·,~Jl: PA P.A J P.A. I =--·" ~ I SOIL AMENDMENTS SE ,1 S'/ltll?E t'/1/// E 188' (APPROX.) NOTES CONTRACTOR SHALL VISIT SITE AND DETERM1NE THE EXTENT OF EXlS11NG GRADING, PLANTING, AND IRRIGATION. CONTRACTOR SHALL CLEAR. GRUB, AND FINE GRADE SITE TO THE SATISFACflON OF THE PARKS, BEACHES, AND RECREATION DEPARTMENT. CONTRAC'TOR SHALL BLEND PROPOSED WORK WITH EXISTING LANDSCAPING AND SHALL ACHIEVE A SMOOTH, CONTINUOUS GRADE AND SHALL GAIN THE APPROVAL OF THE PARKS AND RECREAAT!ON DEPT. PRIOR TO PLANTING. CONTRACTOR SHALL INCORPORATE SO:L A!l.9101'1.ENTS PER THE FOLLOWING RECO!/.'J'.ENDATIONS Fat turf o'tnd grour.d co1ui:a: planting the foll.owin9 am;:mdmenta tihouJ.d t;,_, uniformly bro11dca1H &nd thutougblj' inco.tpoi:at~d to a .:h:pth ot 4-6'" by me.u1.~ ot ::otot.Hlet' O.t equi'!L fJJ'I/1000 SQ, Fi, ;, ClJ. yd.a. nit.tO':!tm atabi.llzed organic .,_mer.dment derived frw t'(.,'Clwood, fit or cedar i.awdtJst 15 lbs. 12-12-12 com~~tcial fett!li~cr 10 lb:.i. fJOil sul.fot Since i.oil sulfur it; included in the pritplar.t p1:ogt:sm cine should bi; t.,;;i\\;rn in oH.ie.-to ~nsure th&t all ;,,uiendmt:nts t1te tho.--oughly rncoi::po.cated ~o the 4-6~ depth np€citied. The pl.tinting pits for container grO',m trees .!ind shrubs 11-hould t>e o.ixc,wated t,o,1ice thil! diarnvter ..ind oia: and one half tir.u~s the depths of the root bi\lL Ori-~it~ Slltface soil at.ould be used without ameoCipq for back.till to the depths of the root ball. 'the backfill r.ih: fot l..!Se around t~e tOCt b4Ll ~hauld be prepared AS follws: 6 pares by volume on-eite 5oil 4 pal'.ts by volume nit:rog1H1 llt.o:.bU.hed oiganic ~mendmen~ 1 lb. 12-12~12 per cu. yd. of rah ;'.! lbii. iron aultiitc pt!': cu. yd. of mh The above matl'.!'rial should be thoroughly blended at central on-s1te locat.ions ptior to use for backfill purpose&. Also, the iron sulfate should not contact cement sui::faces .uince 1:u•v~re stn.l.niri9 could ol..:cur. EXISTING IRRIGATION VALVE SEE IRRIGATION PLAN. CONTRACTOR SHALL REMOVE AND DISPOSE OF TWO (2) EXISTING NEW ZEALAl"'ID CHRISTMAS TREES NINE (9) EXISTING IRRIGATION HEADS (TORO SERIES 300) CONTRACTOR SHALL INSPECT AND INCORPORATE INTO PROPOSED !lv!PROVEMENTS lF L'I A-l CONDITION 11/5/92 1V30/92 NOTIFICATION SCHEDULE APPROVED . NQTJFICATIQN SCHEDULE NOTIFY THE LANDSCAPE AACHITIECT IN ADVANCE OF THE F"OLLOWU!G POU/TS Of CONSTRUCTION PROGfiESS ACCORClNG TO THE TIME UiOICATEO. 14. GENERAL 1. ~ PRE.JOB CONFERENCE> 7 DAYS. B. CONCRETE & PAVlNG c. 0. L LAYOUTOFWORK· 24 HOURS 2. PRIOR TO PL.ACING OF CONCRETE TO REVIEW FORMS. JOINTS EMBEDDED ITEMS, REINFORCING, SUBGRADE, ETC .• 24 HOURS, ' J. WHEN All CONCRETE CONSTRUCTION WORK HAS BEEN COMPLETED BUT BEFORE PROCEEDING WITH THE IRRIGATION ANO PLANTING PHASES Of THE PROJECT· 24 HOURS. IRRIGATION SYSTEMS l. PRESSURE SUPPLY LINE INSTALU:nou AHO TESTING. 48 HOURS. 2. AUTOMATIC CONTROLLER INSTAU.ATION ~ q HOURS. 3. CONTROL. WIRE INSTALLATION~ 4/l HOURS. ~-LATERAL LINE, SPRINKLER ANO EMITTER !USTALLATION--41 HOURS. 5, ("'.:'VERAGE TEST· ¾S HOURS. 6. 01'\SERVATION TO BEGIN MAINTEN.AnCE P.ER!OO. 7 OAVS. 7, flNAL OBSERVATIOH ~ 7 DAYS. PLANTING 1. FJN!SH GRADING HAS BEEN COMPLETEG. ::i:4 HOUR$. 2. SOIL AMENDMENTS HAVE BEEN APPLIED BUT PRIOR TO ROTOTILUNG. 24 HOURS. 3. ROTOTILU~&G HAS BEEN COMPLETED. 24 HOURS 4. Fi NE GRADING HAS BEEN COMPLETED. 24 HOURS . 5. PLAHT MATERIAL HAS BEEN DELIVERED TO THE SITE. 241 HOURS. 6, PLANT MATERIAL HAS BEEN SPOTTED FOR PLANTING BUT BEFORE P!.Affm.!G PJTS ARC EXCAVATED ~ 24 HOURS. 7. Pl.ANTING PITS FOR TREES, SHRUBS, ANO FINES HA\!!: m;:EU EXCAVATED BUT PRIOR TO BACKFILL~ 24 HOURS. 8. REDWOOD HEAOER INSTALLATION• 24 HOURS. 11. DECOMPOSED GRANITE INSTAUATION. 24 HOURS. 10. JUTE MATTING INSTALLATIOH. 24 ti OURS. 11. PLACEMEHT Of GRAVEL DRAINAGE COURSE AND SVlITHEYIC MEMBRANE BUT PRIOR TO PLACEMENT Of LIGIHWE!GHT ANO POT SOll MIX· 24 HOURS. REVIEW l. CONDUCT A COMPLETE REVIEW OF ALL LMIDSCA.PE CONS'fRUCTION ITEMS AT THE ENO Of LANDSCAPE CONSTRUCTION TO ESTABLISH THE TIME FOR BEGINNING OF THE MAINTENANCE PERIOD, NOTIFY LANDSCAPE ARCHITECT AT LE.AST 'f DAYS IN ADVANCE OF REVIEW. 2. CONDUCT A REVIEW AT THE COMPLETION OF THE MAINTENANCE PERIOD. NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 7 OAYS !N ADVANCE OF REVIEW, 1. \\-'HEN OBSERVATIONS HAVE BEEN CONDUCTED BY MN' PERSON OTHER THAN THE LANOSCAPE ARCHITECT CONTRACTOR SHALL SHOW EVIDENCE OF \UHEN AND aV WHOM THESE OBSERVATIONS WERE MADE. ND oasrnvATION WILL COMMENCE WITHOUT RECORD DRAWINGS. I ' \ 0 __ ..;;;20 40 1--I ---l/'----tI--·-1 ~1 CONSTIRUCT~ON PLAN PBR DiRECTOR I If the 12-12-12 is .l.ncorpora,tcd preplAni; .:.a recommended, the fHist plant maintenance car. consist prim.;u:By of a nitrogen-only fertili.ter progt.:1m, Eeginninq appto$imate1y 30 days after planting a~monium sulfate, wh1~h will have an acidifying effect en the soil, should be ;:.ppli-W at the iate of 5 lbs. per 1000. sq, ft. on a rnoothly basis. How-ever, fo ord11;t to ensure co:mt.in1.1inq .:.deqoZite soi.l phoa.phoru.s and pota1rnium nut.tition, 13,;,>St fertilizer Company, 16-6-8 o.c equal ishou.Ld be ·aub&tituted tor the ammon1um sulfate in early spring and late f~ll at th@ tat~ ot 6 lbs. pet 1000 sq • .ft, Since the t.hree 11:lOil 4.!:041! :u1i:ipltt:d are teit:ly aar,dy i.n ter.tui:e ar,d ::ni.batantial leAcl',inq of nit-,:o,-,;en in pilrtlcul.iu: could ,x:cur, it may be nec:eusary t.o J.nc.;:ei.se the ft;equency ot: fect.l.li2er :.pplications <luru1<) the eueab!.it1hment period. liowtiva,:, when plants hz.ve become well established t.hi'! freqUtHicy of tu:tilizer appiic4tions c.u1 be decrea::.ed. C!:?:5 SHEET NUMBER ~DETAIL NUMBER OAT' R.E. NO -----I NEWPORT BEACH, CALIFORNIA FENNELL & ASSOCIATES 925 r!. OLIVE ST. SANTA ANA, CA 927031----'>----+-------·----------+--~0;E~Sl~G:::N:::E:::D==:;::;D:::R:;:AW:::. :::N===+--------·-·-------,--------~ (714)541-6329 FAX (714)541-6337 DATE BY DESCRIPTION APP'D. CITY OF tJE\'JPORT BEACH P-5149S 1--...L-......J. ____ R_E_V-IS_I_O_N_S ______ ..L.. __ t;:;;cH~E,;;C;;;KE:-;;D:---i;;pA"T;;-E---i PUBLIC WORKS DEPARTMENT SHEET 1 " ,. ~ (,1 .:::: I . ' I , • I , l ' , i :-~· l t ,, 1 I '~ i 21 \ - - I\=========== 'I •-• • •---L -••=· =============================~=•~=·•===============================================. ~=•=• ======= \1 " Ii I I: II ii \ I II I I I 1, !I 11 ' 1 11 !I 11 I CONTRACTOR SHALL EXTEND MAL'<L!NE TO TiflS LOCA110N AND PHOVIDE A 2" GATE VALVE AND PLACE !N A VALVE BOX. CONTRACfOR SHALL ALSO RUN 4 .ADDmONAL CONTROL W!HES AND l COMMON WUlE AND PLACE lN SAME VAL VE BOX MARKED "FOR FUTURE USE" .---·-·•·-··---~-~--=--~ ~· . I SYrAOOL r.~FG. tJ,QOEL NO/OESCR!PTJO.N GPtl PSI _____ ,, ___ -·----·--~---------·····-·--·-···· ""•~··. -·--·-----v TORO 57DC--GP-FSQ SHRUB SPRAY .72 20 7 TORO 5?0-C-6P-FST SHRUB SPRAY .tlO 20 V TOi10 &70C-6P-FSH SHAU~ SPRAY 1.27 20 0 TORO SlOC-GP-FSf SHflUG SPRJW 2.45 20 ¢ 'fORO '.:l?OC·GP·12·120 SHmm SPRAY .60 20 ~I rrnm 570C·CiP'·12H SH!lUC SPRAY .90 20 'ii TORO 570C·UP-FSQ simuo POP·UP .72 20 'v TORO r:roC-09-FST SHmm POP-UP JH) 20 'if TORO 570C·6P-rSH SHRUG POP··UP 1.27 20 .., iORO 57CC~P-i:ZM SHRUB ?Of-'"UP ,00 20 Cl TORO 510C·6P-4-SST SHRUB PO?-UP 1 .. C~ 20 a:, TORO 5'10C-4P-FSQ lLJni'= POP-UP ,72 20 C •ORO 570C-4P·FST TURF POP·llP .no 20 0 TORO 570C-4P-FSH "rURF POP-UP 1.27 20 IX, •ORO 5"!0C-4P-i2Q TURF POP-UP .40 20 r a, TORO 570C-4P-12~120 TUR.f. POP-UP .GO 20 C TORO 570C·4P-12H TW1F POFLUP .90 20 '2> TOHO 570C-4P-4-SST TURF PQfqJp 1.05 20 a. TORO. 3C3·45·0\Hl1 HJRF ROTOR .29 35 ,:!, TORO 303-90·00·01 TURF ROTOR .51 35 "' TORO 303· 135·00·01 TURF ROTOR J}G 35 6h TORO. 308· 100·00·01 TURF ROTOR i, i 4 35 e GR!S\~JOLO D\V SiEFHES ELECTRIC A EMOTE CONTROL VALVE RAO DETAIL =~11 ----------.1 7' 'A' ' T '/\' l' 'A' r 'A' 10' 'B' HY 'S' T 'S' ,. • 'IJ' r '8' "10' 'U' 4'X 24' '!)' r ,. ... 4 1' ·c· T ·c· 10' ·c· 10' 'C' 10· -~-4 4'X24' ·c· 16' 'C' "i6" 'C' 1c· ·c· H:i' ·c· ·o· w RAINBIAD /,144 OUtCK COUPllNG VALVE W/YELLOW LOCl'\!NG VINYL COVE!i 'E' !><l N!OCO T•113 LINE SIZE GATE VALVE 'F' RA!Nr,"iASlER m.,E SEnir:s EtECTrnc CONTHOLLtR 'G' APPft0\.1€0 LATERAL UNE, CU\$S.2co PVC PIP!:, S!Zf AS NOTED, I 'll' APPROVED· f.M.lNUNE. 1 1(2~ ANO SU!ALLER TO BE SCH 40 PVC Pl?E 'H' I 2" 1'\ND LARGER TO LJE CLASS :11S PVC P!P~. f1 11 " ,,~-:=_"""'::,-<-.,:-,_ = •=~-·-·==--~= '"'·-= ~W-~---st-:... •·- I • 11 ·1· .• PRIOR TO BEGIN.NI NG /\NY \,~()RI{'. CONTRACTOR SHALL ·I , CONTACT CITY PARl(S MAINTENANCE Dc:PARTMENT I ! (714) 64t,-3i 56) AND LOCATE EXISTING SLEEVES I . FOR ROUTING LATERALS BffiVEEN RAISED CONCRETE j1' PLANTERS. IN THE EVENT THAT EXISTING SLEEVING IS NOT USABLE, CONTRACTOR SHALL DEVISE A METHOD : i OF SLEEVING WHICH IS ACCEPTABLE TO THE PARl,S & I i\ RECREATION DEPARTMENT AND THE ARCHITECT. ij p;-:ioR TO CE(?H~Jtm'!G Ar.IV' \"JOr-lt{ CONT!l/\CTOR ~Htilt DETERUHME TMAT 0:ISTIMQ \V/'\TE!1 PRESSU::li::: ANO vot.ur:;E IS SUFFICiE[JT TO FACILITt,'iE PrsOPEfl O?ErlATIOTl or- /\Ll.. 1:1rur:ttilr,HJ SYSTC:f'.1S ,1\S I? IT G:GCO~JGS l::ViD~r,!T TM!rr EJ:ICTii~G cor:ornOiJS V✓!LL Pilf.:VL:NT TH:: lfiFHGl\TU)f'! SYSTEr:J AS o:::SlGMED F~O:j OPEFU\T1r:G P!10:0E!1LV, OR I;:' THE CO~lTRACTOR DISCOVERS ArJV Erl~10R IN TME D;'.;SIGiJ, on DOES rioT FULL V U~JDL':!lST/\110 l>S~V AGP.,,CT OF THE DES!GtJ, THE CO,JTAACTOR SMALL CALL ,,-:E LA,~DSCAPt: ARCM!TECT !r:1[::EDIATELV. FAILURE TO CALL THE LAttDSCAf'E ARCHITECT VJlll RESULT ltJ THE COtlTP.ACTOR rlEPU\ClitG A!JV tvorn, THAT IS i'IOT CONS!STErJT \VITI-! THE DESIGtl INTENT AT TME COtlTRACTOR'S EXPEtJSG:, All REPlACEr,1EMT \'JORI( Sl-!,'\LL BE DOME TO THE SAT!SFACTIO~J OF THE OWNER. /'4C//lC CthlSt l//6'//ff',,fi' E,'c!STING VAL VE • CON"ffiACTOR SHALL JNSPECT EXISTING VALVE AND !NCORPORA TE !NTO TIIE:J SYSTEM IF IN GOOD WORKlNG COND!TlON !I Ti'IE DESIG~J IS O!,'\GRt,ic~L1AT1C. ALL ~ !i PIPING, VALVES, ETC., SHO\'/N I 1 \\/!THIN PA\!ED AREAS IS FOR DESIGM i' 1· ClAR!f'iCAT!ON ONLY ANO SHALL SE j1 I I lrJSTALLED IN Pl.ANTING AREAS WHENEVER POSSIBLE. Ii )L L __ IL_ 1\--/S.::, IL ~ l u ==~=================~·::::::::::::::::~=~:~== .. ', ;i1/~/C:: ' DY REVISIONS · I corrrnoLLrn LOCATION. CONTRACTOR SHALL LOCATE EXISTING CONIBOLLER I E.NCLOSllllE AT THE NORTH EN1) OF TIJE PARKING LOT !\'EAR THE !Nffi'l.- SECTION OF SEASHORE DR AND HlGHLAND 1''T. CONTilACTOR SHALL REMOVE EJCTSTING CONThOLLER M'D- HAND OVER TO crrY. COtffRACTOR SHALL FURNISH AND lNStALL ONE RAINY.ASTER RME-30 CONThOLLER IN FXJSTlNO ENCLOSURE EXISTING HEADS (9) -CONTRACTOR SHALL !NSPECT EXISTL\IG HEADS AND L'lCORPORA TE !!','TO SYSTEM lF IN GOOD CONDffiON P.OC -CONTRACTOR SHALL LOCATE A>ll) co:'il".'ECT TO EXIST!NG 2~ MAINLINE ---•• ----• •7 ---··~ ' ··------~--·"---~-..~-· ' 3 r.~:2:'".;n_~:! [/[CtLJ r"</"' \I\, n1w:"''.'":("'. ~::_; G· rJ r., r,1",.., .. ,., ;,,_r '"-.,,.,) D ;:-; t "'"'---••~•="--'-~ ,.~ •O~,o••~-'V"~i-·i,~,...._-l •~0 ~• o I J ~, r:;trf',"'°"1.""'"'·~--:::"":"f.~~ [ps~r.n r~ L; r~?'";;S~"""':r""""' t, \. t:;~_,,~\,~~it.Jii.iV~ ~~ .... ~ -,-~~....,.Jt ..... --. ... -~ ~·•'-·'"''-"'-""---'~ fl ~~-=~=~~,/~~:.=~~~~· -----------•~a.•• l.J APPROVED p;:;i o::;,;cro;i R.E. ,m. -------i ' i I I f I I 1 I I .i lj Ii II 'I i i . I I 0 "'' ,. ~! r~--,--··---· .. c:, ,c· I ~-· ! ~' ; '.'"' l .,, l ) -0 I c.n - ·····--·········" '"''"""'""'! ' I c: I I I 11 I D ,------£YJST1NG WA.Ll. illm; ~0 f~lt~~}J}~};, ;:cr;l , ~ iO BUlLOINUS Ar-10 HEADERS Finish grade Control valve Plastic valve box with locking cover. mark "R.C.V." and station number en cover "Snap~tlta" electrical connector ~ V.C. male aptor quired) ~- 0 ¼/% w,-:,P.V.C. sch 40 1/».?nipple P.V.C. mainline--1 ELECTRIC REMOTE CONTROL VALVE E " e • N - POP-UP SPRAY HEAO----.i PVC Sch. ao RISER --- PVC Sch. SQ N!PPLE -~ .LATERAL UNE 7 SWING JOINT--~ PVC Sch. 40 Ell ANO STREET Ell. C FINISH GRADJ! -QUICK COUPLING VALVE (Install 2"" above grade In uhrub i'troao) PVC Sch. SO lllSEA 2 PVC STREET ELLS PVC Son. ao NIPPLE PVC TEE PVC MAIN LINE HOTI:, !HSTA!.l $'" rnou J.ICAftlc:IT AnJAam' PA.\1£0 AREA. QUICK COUPLING VALVE I i l!lt,;fl'f:D FENNELL & ASSOCIATES 925 N. OLI\IE ST, "SANTA ANA, CA 92703 (7-a4}541-6239 FAX (714)541-6331 .--CURB, WALK, OR FOUNDATION FINISH GRADE J:_J@ATE VALVE 1VS/92 11/30/92 POP-UP SPRAY HEAD-----;,,! PVC Sch. 80 RISEfl--- PVC Sch. 80 NIPPLE ---, LATERAL LINE SWING JOINT------' PVC Sch. 40 ELL AND STREET Ell FINISH GflAOE 314• CRUSHED ROCK UNION PLASTIC \IALVE DOX WITH LOCKING LIO MARKED "G.\/. . (2 REQUIRED) NOTE: lnsttl:U v1::'IIV@ box uo Uun the top of COV@f 111 2" ebovo finl5h grade In grcn.md cov©r cron.s nnd 112 .. In tur1 a.ref.a, APPROVED PBR DIRECTOR 1--+---+--------------+----l R.LNO ___ _ DAT DATE BY DESCRiPY!ON APP'D. DES!GNED DRAWN . ---• --. -" REVISIONS CHECKED DATE ~RRIGATiON DETA~lS NEWPORT BEACH, CALIFORNIA CITY OF t~EVJPORT BEACH P-5149S_-ll PUBLIC WORKS DEPARTMENT SHEET 3 OF 6 i . \ J } ,, ............ ~---" ' . .,,,, ........ ; \: f I G1 • . I • G CONTROLLER " _±!JI TRENCHING 'm:;;;r,;;;;;:~~ CONCRETE BA ~ NOTE: AH wlr@ to be lnitnltcd ao por Tocci code. 3"' DIA. CONDutT FO ~, CONTROL WIRES prnvh1o s:cmm«m::lal p11i1d.lock end two {2) k@yu to owrmr r---Flli;31i GRADE I.ATER/IL LINE NOTE; MAIN UN& or SLEEVE 1.A!I p!ntlc piping to 00 utokod ln tr1t111che11~. :2'.Bundlrc & tepo '-'tiring ut 10· lntarva!s. l.Tio c looso 20 .. loop in wiring &t change of direction gro1Uer than 301. Untie .uli ioopaa oft@r nll t:otmactlorus lrnva bean rru«ia. 4.ln"taU ell control wlro on tho un.dcni!dc of Hu,j ma!o Uno plp11$. 5.Si.'lo irrlg~Hon opec:HicoUonu. tor tu.ickHU 1md comp:i.ctlon rnqu!romonu1. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PI/C SCHEDULE 40 PIPE ANO SHALL BE INSTALLED PRIOR TO PAVING. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTES OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. • FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED' REPRESENTATIVE. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. THE !RRIGATION CONTRACTOR SHALL FLUSH AND ADJUST All SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALL, ETC. THIS SHALL INCLUDE REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEMS AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE 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 NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM REQUIREMENTS SHOULD THE STATIC PRESSURE EXCEED 20% OF THE REQUIRED WORKING PRESSURE, INSTALL A WILKINS 600 SERIES PRESSURE REGULATING VALVE (IN A SEPARATE VALVE BOX) DIRECTLY DO\\/N STREAM OF THE BACKFLO'IV PREVENTION DEVICE. SET THE REGULb.TlNG VALVE AT 105% HIGHER THAN THE STATED SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED PRESSURE NOTIFY THE ARCHITECT IMMEDIATELY. ' ALL STATED GALLONAGES IN VALVE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOVilN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. . I'.' C ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER UF #"14 DIRECT BURIAL TYPE. USE BLACK INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING INHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS. PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVER ALL NON- PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH. 40 SLEEVE WITH 36" MIN. COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL • ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN 8" DIA. GREEN PLASTIC VALVE BOX. ALL THREADED PIPE CONNECTIONS MADE TO SLIP JOINT PVC PIPE SHALL BE MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. ALL LATERAL LINE PIPE ACROSS CONCRETE DRAIN BENCHES SHALL BE INSTALLED IN A GALVANIZED SLEEVE (SEE DETAIL). IRRIGATION NOTES 1.!i&filO FENNELL l\ ASSOCIATES 025 N. OLIVE ST. SANTA ANA, CA 02703 (714)54~6:.!39 f'AX (1'14}UW337 SYMBOL MFG. 'v TORO w TORO V TORO 0 ·TORO '41 TORO v TORO "fl TORO V TORO ',;/ TORO ,.:;, TORO rn TORO CD TORO 12> TORO C, TORO ,n TORO a, TORO Cl TORO &, TORO Cb TORO cb TORO 6 TORO /Sb TORO. © GRISWOLD (D RAINBIRD t><l NIBCO 0J RAIN MASTER APPROVED APPROVED MODEL NO/DESCRIPTION GPM PSI RAD 570C-6P-FSQ SHRUB SPRAY .72 20 7' 570C·6P·FST SHRUB SPRAY .80 20 7' 570C-6P·FSH SHRUB SPRAY i.27 20 7' 570C-6P·FSF SHRUB SPRAY . 2.45 20 7' 57QC·6P·12-i20 SHRUB SPRAY .60 20 10' 570C-6P-12H SHRUB SPRAY .90 20 10' 570C-6P·FSQ SHRUB POP-UP .72 20 7' 570C-69-FST SHRUB POP-UP .80 20 7' 570C-6P-FSH SHRUB POP-UP 1.27 20 7' 570C-6P-i2H SHRUB POP-UP .90 20 10' 570C-6P·4·SST SHRUB POP-UP 1.05 20 4'X: 24' 570C-4P·FSQ TURF POP-UP .72 20 1' 570C-4P-FST TURF POP-UP .80 20 7' 570C-4P·FSH TURF POP-UP 1.27 20 7' 570C-4P-i20 TURF POP-UP .40 20 10' 570C·4P·12·120 TURF POP-UP .60 20 10' 570C-4P·12H TURF POP-UP .90 20 10' 570C-4P·4·SST TURF POP"UP i.05 20 4'X24' 308·45-00-01 TURF ROTOR .29 35 16' 308-90-00-01 TURF ROTOR .57 35 16' 308-135·00·01 TURF ROTOR .86 35 16' 308-180-00"01 TURF ROTOR 1.14 35 16' DW SERIES ELECTRIC REMOTE CONTROL VALVE #44 QUICK COUPLING VALVE W/YELLOW LOCKING VINYL COVER T-113 LINE SIZE GATE VALVE RME SERIES ELECTRIC CONTROLLER LATERAL LINE. CLASS 200 PVC PIPE. SIZE AS NOTED. MAINLINE. 1 1i2" AND SMALLER TO BE SCH 40 PVC PIPE 2" AND LARGER TO BE CLASS 315 PVC PIPE. DETAIL 'A' 'A' 'A' 'A' 'B' 'B' 'B' 'B' 'B~ 'B' 'B' ·c· 'C' 'C' 'C' 'C' 'C' 'C' 'C' 'C' 'C' ·c· 'D' 'E' 'F' 'G' 'H' 'H' CONTROl.l..ER STATION Nlf.'l.l'!En GAi.LONS PER IOruTE VALVE SIZE \\DSC,4 ll A, F: ;1 ~(_;\~,.fl ,.,. "' ~ t"3; ~ ,,. I . /'/a 't!.~ Of Ci'- IRRIGATION DETAULS IRRIGATION LEGEND .APPHO\JED 1V5/ll2 11/30/92 PBR DIRECTOR DATE BY DESCRIPTION NEWPORT BEACH, CALIFORNIA DAT(.... __ . ______ ----····-----< ----------j--··---•-l------,------l------'----------..---------11 DESiGN[O DRAWN CITY OF NE\'\JPORT BEACH P-5149~ ··-AP'P'O. RE. NO-------- REVISIONS DA!£ PUBLIC WORKS DEPARTMENT SHEH 4 ~ '.;,: ,_:_) •. t,; '!; ~ .>, ;::, ; . -···---····••' •• ! -.-i:: ·-!Ji I tn SYMBOL QTY. TREES 0 19 0 3 0 4 SHRUBS 0 138 0 62 VINES '7 71 SIZE BOTANICAL NAME • WASHiNGTONIA ROBUSTA 24" BOX CHAMEROPS HUMILIS •• ERYTHAINA CAFFRA 5 GAL NERIUM OLEANDER "PETITE PINK" 5 GAL. PLUMBAGO AURICULATA 5 GAL BOUGAINVILLEA "ROSENKA" GROUNDCOVERS iii] CJ . ' 4" POTS ANNUAL COLOR SEED WATERSAVER FESCUE CUTTINGS GAZANIA MITSUWA "YELLOW" ..--MATCHED OVERALL HEIGHTS COMMON NAME COMMENTS MEXICAN FAN PJ\LM •ro BE FURNISHED BY CIT\'. INSTALL PER DETAIL 1, SHEET 5. MEDITERRANEAN FAN PALM *TO BE FURNISHED BY CITY. KAFFIRBOOM CORAL TREE .. TO BE FURNISHED BY CITY, INSTALL PER DETAIL 2, SHEET 5. DWARF OLEANDER 3' O.C. TRIANGULAR SPACING CAPE PLUMBAGO 4' 0.C. BOUGAINVILLEA TO BE SELECTED 8" O.C. TRIANGULAR SPACING LAWN GAZANIA SEE SPECIFICATIONS THIS SHEET. 12" O.C. TRiANGUU\R SPACING. ~-MATCHED OVERALL HEIGHTS T r9' -10' -12' MATCHED OVERALL HEIGHTS-l NOTE: ALL W ASHINGTONIA ROBUSTA, CHAMEROPS HU!vllUS, A.l'ID ERYTHRJNA CAFFRA TO BE FURNISHED BY CITY. /j CONTRACTOR SHALL BE RESPONSIBLE FOR lNSTALl.r ATION. SEE PLANT LEGEND AND DETAILS ON SHEET 6. CITY WILL FURNISH AND DELIVER TO SITE WASHINGTON IA ROBUSTA IN THE FOLLOWING QUANTITIES AND SIZES: Q!,!ANTITY BROWN TRUNK HEIGHT 5 6' 5 7' 2 8' 1 9' 2 10' 2 12' 1 13' 1 14' CONTRACTOR SHALL PLANT WASHINGTONIA ROBUSTA SO THAT OVERALL HEIGHTS SHALL MATCH AS INDICATED ON PLAN. • CONTRACTOR R.ELOCATI! EXlSfINO f'Al ... M r TO TIUS LOCATION, I . . . L.I -l .. .. r=J ! i ... ---- CONfRACIOR SHALL RELOCATE EXlSTiNO P AL\1 TO LOCATION SH.OWN ON Pt.a..N. ---- .. . r I I ' I I .. . .l. -co __ EXISTING PALMS - PROTE<.."'T IN PLACI . '1111111 ... . . ' ! 11 I i ·I[ ' I:• i I 11i:1I l 1 / -=' .• . . . HVD!ROSE!ED SPIECif'~CAT~ON ' A. LAWNSEED B. 1. . SEED: FRESH, CLEAN, NEW CROP SEED, PREMIXED BY . MECHANICAL MIXER TO PROPORTIONS SPECIFIED. MINIMUM PURITY AND GERMINATION AS FOLLOWS: PROPORTION PURITY GERMINATION WATER SAVER FESCUE 100% 95% 90% 2. WOOD CELLULOSE FIBER: FIRST QUALITY COMMERCIAL GRADE. 3. SOIL STABILIZER: ECOLOGY CONTROLS M·BINDER. SPREAD AT A RATE OF 80 LBS. PER ONE ACRE. 4. FERTILIZER: 17-i3•5 UREA FORMALDEHYDE FIRST QUALITY COMMERCIAL GRADE. 5. DELIVER TO THE ARCHITECT: DEALER'S GUARANTEE STATEMENT OF COMPOSITION AND PERCENT OF PURITY OF SEED MIXED BY DEALER. HYDRAULiC SEEDING MOISTEN AREA PRIOR TO SEEDING, 1. 2. APPLY HYDRAULIC SEEDING MATERIAL AT A RATE OF 1500 LBS. II PER ACRE. MIX WITH SPECIFIED SEED MATERIAL AND WATER IN 'I 3. 1500 GALLON CAPACITY AGITATOR MIXER AND SPRAY RESULTING SLUMP UNDER HIGH PRESSURE EVENLY AND UNIFORMLY OVER AREA TO BE SEEDED. ' QUANTITIES OF SEED TO BE MIXED WITH HYDROMULCH: SEED TO BE 12 LBS. PER 1,000 SQUARE FEET . / ') I 0 21) 40 1,---;fi---: ;,-\ •··•-·--t-1-I 1, l I ;I I I I l ' i 1 11 'I PlANT~NG l?lAIM ·, •------•-----------•,----,,---,--------------r--"""'l""::AP::::P:::'.RO::'.'V~E0::---------,...-------------------""1,l lel;lb i~!~g_=, """'"'P.!~ :::: 'xR¥fESlT ~~[P)(Q)[R(Tl" ~~Gt I lb FENNELL & ASSOCIATES 925 N. OLIVE ST. SANTA A.NA, CA 92703 (714}541-6230 fAJ( (714)5"1.{,:33? DATE BY DESCRIPTION PBR DIRECTOR R.E. NO. ------1 DESIGNED Af'l"D, CHECKED DRAWN DATE NEWPORT BEACH, CALIFORNIA CITY Of tJE\:'JPORT BEACH PlJ!IUC WOPK!'; r:)(P,'\!!'l'M~~•T I P-5140S I ""liU 5 •• o,• 6 ' ·; i ,'c I ~· ·~-"''""'""" C ,;-, O\• ,,. I' ... Ci :-; l ~. : I f1 \'. i ,, " ·, ,_. [-"\ ' ~-,; . :·, '. 'Ts :,! ~ ,,·, :;' , .. , !1 ,::, :1 :g 9 ,;J f; cl ? \) i I I I ' ' ' ! I ' \ -0 I 01 - I 1 I PALM PLANTING . FINISH GRADE-- 1/2 X MiNlMUI\I AO!lTBAlL DEPTH-----" 2 X THE WIDTH OF ROOTBAu--------...l 3 1 SHRUB PLANTING 1. 2. 3. 4. 5. COMPACTED WASHED PLASTER SAND BACKFILL ROOT BALL. COMPACTED SUBGRADE. FINISH GRADE. VARY ROOT BALL DEPTHS TO OBTAIN EQUAL OVERALL HEIGHTS. WATER RETENTION BASIN • 4" HiGH FERTILIZER TABLETS (SEE SPECS.) \ ROOTBALL BACKFILL Ml)(, (SEE SPECS.) L PUDDLE ANO SETTLE BACltFILL PRIO!l TO PLACEMENT Of SHRUB 2 4 - C ~ C f l:11 ! !Ii d ROOTBALL I , , •:1 =1 SCARIFY SIDES==::-t:.111 .Ll11J: lL:j w.. ·-TREE (I\IULTI-TRLINK} ARBOR-GARD FOR All TREES INST ALI.ED IN TURF AREAS ,,,,.,,.-OR TURF-FREE AREA 12" FROM TREE TRUNK WATER RETENTION BASIN. 4" HIGH PLANT FERTILIZED TABLETS MIN. 2 SEE SPECS. ·1 •, ' 1---PUDDLE AND SETTLE SACKFlU.. :: PRIOR TO SITllNG TREE I ' I"'--TRANSITIONAL ZONE OF --------1 ~ ROOTBAL.L ½1DTH --·. , , ,·. l!i. COMPACTED, UNAMENDED -:-:c::c---cc=,-1,'['t' ..;.·;.,.· ·...c·,i.: NATIVE SOIL AUGER HOLE FlL!.ED WITH SAND (3'-lr DEEP. OR AS RECOMMENDED BY SOILS REPORT) ------" ~JlULTI TRUNK TREE PLANTING 0 0 NOTE: LOCATE PLANTS SPACED EQUl!llSTANT (D) FROM EACH OTHER AS SHOWN. D : AS SHOWN ON PLANTING LEGEND GROUNDCOVER PLANTING 0 0 0 0 0 0 0 0 0 ,0. 0 ' Q/ ·.-o • ' . • ' o------o D C 0 0 0 0 0 0 0 0 0 0 EDGE OF PAVING, WI\LK, WALL, ETC. GRDUNIJCOVER MULCH (ON FLAT GRADES ONLY! <;t;; = SYMBOL QTY. SIZE BOTANICAL NAME TREES 0 3 0 4 SHRUBS 0 138 0 62 VINES 71 * WASHINGTONIA ROBUSTA 24" BOX • CHAMEROPS HUMIUS 5GAL SGAL. 5 GAL. ERYTHRINA CAFFRA NERIUM OLEANDER "PETITE PINK" PLUMBAGO AURICULATA BOUGAINVILLEA "ROSENKA" GROUNDCOVERS ~ D . . ~ ~ 4" POTS ANNUAL COLOR SEED V/ATERSAVER FESCUE CUTTINGS GAZANIA MITSUWA "YELLOW" COMMON NAME MEXICAN FAN PALM COMMENTS *TO BE FURNISHED BY CITY. INSTALL PER DETAIL 1, SHEET 5. MEDITERRANEAN FAN PALM •ro BE FURNISHED BY CITY. KAFFIRBOOM CORAL TREE ••To BE FURNISHED BY CITY. INSTALL PER DETAIL 2, SHEET 5. DWARF OLEANDER 3' 0.C. TRiANGULAR SPACING CAPE PLUMBAGO 4' O.C. BOUGAINVILLEA TO BE SELECTED LAWN GAZANIA 8" O.C. TRIANGULAR SPACING SEE SPECIFICATIONS THIS SHEET . 12" O.C. TRIANGULAR SPACING. PLAl\!TING LEGEND ' 1. 2. 3. 4 . 5. 6. 7. SEE SPECIFICATION FOR ITEMS NOT COVERED ON THESE PLANS. QUANTITIES INDICATED ON PLANT LIST ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR SHALL SUPPLY SUFFICIENT PLANT MATERIAL TO FULFILL INTENT OF PLANS, ALL PLANT MATERIAL SHALL BE SUPPLIED BY THE LANDSCAPE CONTRACTOR. TREE MATERIAL SHALL BE TAGGED BY THE LANDSCAPE ARCHITECT AT THE NURSERY OF HIS CHOICE. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OF THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE. TREE AND SHRUB LOCATIONS ON THE PLANTING PLAN ARE APPROXIMATE AND SHALL BE ADJUSTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. ALL GROUND COVERS SHALL BE WELL ESTABLISHED ROOTED PLANT MATERIAL IN FLATS OR POTS. 8. BUDS AND BLOOMS ON All PLANTS MUST BE PROTECTED AT ALL TIMES INCLUDING TRANSPORTATION AND INSTALLATION. 9. STAKE AND GUY ALL TREES AS DIRECTED IN DETAILS HEREON. 10. PLANT MATERIAL SHALL BE SHAPED AND PRUNED AFTER INSTALLATION AS DIRECTED BY THE LANDSCAPE ARCHITECT. 11. THE CONTRACTOR SHALL GUARANTEE SHRUBS, VINES,. AND GROUND COVERS FOR SIX MONTHS AND TREES FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 12. ALL VINES SHALL BE REMOVED FROM STAKES AND ATTACHED TO WALLS AS DIRECTED BY LANDSCAPE ARCHITECT 13. ALL VINES WHOSE SYMBOLS ARE SHOWN INSIDE BUILDINGS, YARDS, ETC., ARE TO BE PLANTED IN ADJACENT PLANTING AREAS. i\!lSC/l l\, I. .... ~-' ,~~,;, / -; ::;.'('"( fJo 'ti: Of C I I !I PLANTING NOTES _ _J 11/30/92 1--~-+---------------+---I APPROVED PBR DIRECTOR R.(.NO----'------------------....J DAT NE\IIJPORT BEACH, CALIFORNIA FIEI-DiEU. & ASSOCIATES 925 N. OLIVE ST. SANTA ANA, CA 82703 {714)!S4M239 FAX (714)541~0337 DATE BY DESCRIPTION APP'O. DESIGNED DRAWN --------------. ---__ CITY OF tJE\'JPORT BEACH P-514~S __ 11 !!.., __________ ,... ___________ ----~=-=""----·----------~~-~"'"~, .... -,,~-~-.. ~--··-~~--<><;~=~-~-~~~---,..,..-,,,,,,-."f",~~CP'a-•'"Ni'&J<~~,-:n-,,.='""~'-1''!""c--=;-•~p»,'>•:-.,.,---..,,--~~.,.,_,.,.,~-•""":~~'•"'"'''F"...,,,,.r ~-"---~-~---~,---------=---~-~,--~~w~~~~~::Ns_=:Jm=~== 15-t-U=~--c:£C~~:_,=-~-~-:~=4T~,~-~-~-p~~;!~,.~.~;~~~, -~-~~P-A_R_TM~--~-N-T ~,,,,s-H_EE_Y=6==0,=6=ocl • \ \ ' , I ",····-··-------··· ) i Li. j . • ' w, • ---. f u ~;; '.J ~· ' .c' i~ i I; f ~ I j " •;: C 1 ' ' -:: -{ ;;~ "' ' I ' i t ' ' I i ' : ' ' : I ' ' / i ' I ,} " i -. . I i ; i I ' • ' I ' -,t:: ~ I {/'I