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HomeMy WebLinkAboutP_5148_Si I ~ I! I I ~ 11 11 II Ii= . . I LX!:'Jtl,74 I .., ..----11 ?OC -Contractor ;;hall locate ufl,i connect ti? ex1~ti11g 2' ma1rth1e ,4GPM 4••/ -2 38 GPM ~-----sh~, l/ 19 GPM '\\ 0/k \ • REPLACEMENT VAL VE LOCATION: CONNECT TO EXISTING SYSTEM PER DETAIL "D", SHT. L-2. NOTE: THIS VAL VE TO SERVICE SHRUB AREA ADJACENT TO BUILDING ONLY REPLACEMENT VAL VE LOCft. TION: CONNECT TO EXISTING SYSTEM PER DET All. "D", SHT. L-2. DEMO AND REMOVE EXISTING 2" PRIOR TO BEGINNING ANY \'VORK, CONTRACTOR SHALL LOCATE EXISTING ~-----------MAINLINE AND CONTROL WIRES. CONTRACTOR SHALL PROTECT IN PLACE IF POSSIBLE. ,~, REPLACE MAINLINE AND CONTROL WIRES AS NECESSARY DUE TO DAMAGE RESUL T!NG FROM DEMOLITION AND OR CONTRUCTION . ~)-REPLACEMENT VAL VE LOCATION: ND MAKE ELECTHICA . L-2. ' •• CONNECT TO EXISTING SYSTEM A, '\z·) CONNECTIONS PER DETAIL "D", SHT CUT AND CAP EXISTING MAINLINE jDEMO AND REMOVE THIS SECTION OF EXISTING MAINLINE. ;DEMO AND R EMO VE EXISTING 1" VAL VE. DEMO AND REMOVE EXISTING 2" VAL VE. REPLACE V-./l TH NEW VALVE AT NEW LOCATION. LEGEND ,i '.'7YM MF6. V Tcrc V Tt1ri7 MCJ/JEf...,:, }(}4-q(J-00-CJ!J(.40J) }CIIJ-180-0Cl-cJ!i(AtJJJ , 6PM f"':JI RAO /JET. I 134 }5 zr C µ l Z.6,!3 35 tr C- ,.. -~\\ DEMO AND REMOVE ALL EXISTING IRRIGATION HEADS AND LATERAL LINES IN THIS AREA. / \I Tt1r,;, 303-ll:!-cJ(J-cJ!JfAOJJ 17 188 };:i zr v ZOI 35 21 C NOTE: CITY SHALL BE RESPONSIBLE FOR ALL ELECTRICAL PROVISIONS AND CONNECTIONS FOR VALVES A-1, A-2, A-3, R-1, AND R-2. CONTRACTOR SHALL INSURE THAT CONTROL WIRES ARE UNDAMAGED AND PROPERLY CONNECTED TO VAL VE R-3. IF EXISTiNG CONTROL \/VIRES ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL INST ALL THREE (3) #14 DIRECT BURIAL WIRES WHICH RUN FROM VALVE R-1 TO VALVE R-3 PER DETAIL "B" SHT. L-2. ·- I I f\!OTES PRIOR TO BEGINNING ANY \'\/ORI< CONTRACTOR SHALL DETERMINE THAT EXISTING WATER PRESSURE AND VOLUME IS SUFFICIENT TO FACILITATE PROPER OPERATION OF ALL IRl-!IGATION SYSTEMS AS DESIGNED HEREIN. IF IT BECOMES EV!DENT THAT EXISTING CONDITIONS WILL PREVENT THE IRRIGATION SYSTEM AS DESIGNED FROM OPERATING PROPERLY, OR IF THE CONTRACTOR DISCOVERS ANY ERROR IN THE DESIGN, OR DOES NOT FULLY UNDERSTAND ANY ASPECT OF THE DESIGN, THE CONTR/'.\CTOR SHALL CALL THE LANDSCAPE ARCHITECT IMMEDIATELY. FAILURE TO CALL THE LANDSCAPE ARCHITECT \'JILL RESULT IN THE CONTRACTOR REPLACING ANY WORK THAT !S NOT CONSISTENT WITH THE DESIGN INTENT AT THE CONTRACTOR'S EXPENSE. All REPLACEMENT WORK SHALL BE DONE TO THE SATISFACTION OF THE OWNER. THE DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN \IVITHIN PAVED AREAS IS FOR DESIGN CLARIFICATtON ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. PROJECT NAME: LIDO PARK PRESSURE CALCULATION FOR: VP,LVE: A-2 @ GPM: 38 METER ELEVATION~ 10 (ASSUMED) HIGHEST HEAD ELEVATION , 25 (ASSIJ!t.ED SIZE PSI LOSS IRRIGATION WATER METER 2' 1.2 BP.CKFLOW PREVENTER • 1-1/2' 12.5 ELECTRIC REMOTE CONTROL VALVE 1-1/2 .. 3.6 OTHER OTHER OTHER MAIN LINE PIPE 20()" (ESTIMATED) 2' 2.56 lATEflAL LATERAL LATERAL LATERAL LATERAL 2.0 MiSC. LOSS THROUGH FITTINGS 110% 0.2 PRESSURE REQ'D. TO OPERATE HEAD 35.0 -1 EVATION LOSS OR GAIN C ... . ' 65 T~TAI PRE"""RE RE~'l•R>-D 63.56 EXISTING WATFR PRESSURE /\T METER 70.0 ESTIMATED RESIDUAL PRESSURE 6.44 = !RRIGATION '<-\) LANDsc '\ ,:j., .,_ ~ D A , 41• !1 ~ ;;_,"<.-• ,"~ "I' ,,,--~ 6:J ~ 4· 1', I ""{(~" -:t-:,:: 'l . - " t-~-~ ~ \ i <I). '"( O' 10' 20' 6. l ! f;, ,1: I l l I I I !I t· 0 2294 ,;.\~ i [ I "' I !' ..,/ I DATE EY DESCRIPTION OF CAL\I~ SCALE: 1"=10'-0" REVISIONS L-.,,.,~= -·-- Tcrt? }06-!J5-0cJ-05fAt?,lJ \/ T&r& 307-,'37.5-r.J0-05(ACJvJ Z.}5 9 Tgrg }ICJ-ZZ.'3-00-05(A0JJ 33.5 □ Tcr& 3!6-}60-00-05(AOvJ 536 0 Tvro 570C-6P-f'8-ZOO-AOJ·F'C Fl . Q Tt1rt1 570C-6P-l:!-IZO !CJ &::i T<Jrt:l 570C-6F'-IZH fl EB 6ri,uo!J SF ';!17r,';J~ electnc r,:;mtltd ct111trtJI v,1/v() (]) R;11iti1r,I !><l /Vibe,;, = = Apf'rcvt!,I ,V.,1irt/Jit5 -z: Ch,, 315 f'VC r'p6 Approved L.ctc:ral kiri: -CLASS200 PVC f"p6 EXlST!MG VALVE CONlfiOi.t.ER ST'AT!ON NU~-~SER A: NEW VALVES :SERVICING NEW cmcrnn, R; tlEW YAlVtS SEFl'\f!Citm EX!STi!\lGl cu:icuns rl.. GALLONS !'HI: F.O:,.'IJTE 35 35 }5 zo zo zo zr Zl Zl ;er icr C-2889 C: C C C C C {) E F {3 13 ~ ...... I [blL,fb :~f;f~J~@J;l!: :~: 1£'{:§©§xtiv!'ill;@ VALilE SIZE ;!cl~t•J,iY-·-1 ~ C ,;1;_r~ ;1_rJ••::•}i ,10· 1 fblb ~,t_,_,;f:•C: ,._,~;,!JJ/Jt'".~-~:•;t,(!.1.1, 1;1.·':111/l!h~, I ' ' I lb 1~,(• -►l:!;I I .·" I I PlAN I FENNELL & ASSOCIATES 925 It OLIVE ST. SANTA ANA. Cll.. ! {H4} 541-6329 FAX: (714) 541-6337 APPROV£D t!}_Q}il-L, LIDO PARK BULKHEAD REPLACEMENT PUBLIC ·woRKS DIRECTOR: RE NO __ LZ4?,tJ(/ NEVlf PORT BEACH, CAllFORNlA DATE. !?.-.1_, -_q_ ~ APP'D. DES!G¾ED i_~:AWN CITY Of ~lE\'JPORT llEACH P-5148-S CHECK£D r.1ATE. PUBLIC WORKS DEPARTMENT SHEET L-1 0~ 5 -. 1~16/92 ---- i ' Ii I 11 ll ti 'I I I ' ' I ' 11 i I 11 I iJ 11 " l I ; I 1 I ,:, " i :::. : i' I ,·, ! ,_ ' •• < ii i,_i ____ _ I ' I u ii ll ,, ii 'I I; \• 11 ~ fl I y,-ELECTRIC REl\/10TE CONTROL VALVE --- i Plastic valve box wilh locking cover. mark "R.C.V." and station number on cover I 11 i II 11 I I l I I I 11 II ll II tJ I E ~-fiNl3H GRACE NOTE: LATERAL UNE MAIN LIN~ Cl!' SLEEVE • ~a~ r, I"' I -~~ ~ ' 1/'/2< J.!--,-----' I ONTROL I ~ WIRE ,. -, 2"' m!r.. ·t.A!I plrrntlc p!plng to be snaked In tron:::ho:l. 2.Bund!c &. tnpo w!dng nt 10' lntorvul!I. CONTACT CITY PARKS DEPT. FOR COORDINATION: (714)644-3082 3,Tlc a loose 20'" !coµ In wiring .:;i chang2 of dlract!en grnatcr than 30*. Untlo all loop~ nfter au cormnct!on~ havo been modo. 4.!r.stail o.U contra! wlro on tho undo.~!do of tho mn!n !lno plpo. • N OUICI( COUPLING VALVE 5.Soc 1rrlgnt!on ~pec!flcnt!On!I for boekf!ll end compaction rnqulrnmant:,. FJNtSH GRAD~ PVC Seh. 80 RISER r-2 PVC STREET ~LLS / IPVC Sch, 60 NIPPLE PVC TEE ----1 PVC Sch, 40 ELL .:_J PVC MAIN LINE lblblb lblb lb FENNSJ. & ASSOCIATES 025 N. OLIVE ST. SAN1A ANA, CA 92703 (714)54Hl23!1 FAX (714)541~6.JJ? I I CURB, WALK, OR I FOUNDATION FINISH GRADE--, • l""------G" min.-----,,; POP-UP SPRAY HE:AD------d PVC Sch. 80 RISER--- PVC Sch. 80 NIPPLE --1 LAT~RAL LINEl ' SWING JOINT ------1 PVC Sch. 40 ELL AND STREET ELL FlNlSH GRADE --PLASTIC VALVE BOX WITH LOCKING LIO MARKED '"G.V. _{2 REQUIRED) NOTE: hrntnU vclvo bcx tiO tho.t the top of covor l!l! 2" nbovc i!n!:,h GPJdo In grourH'.:l covnr ,1:iroll~ nm:! 112" in turf aro~t1. I ~RRiGAT!ON DiETAil.S i I i l ·I F ! GATE VALVE C-2889 ii cuff! wifdz~ t~~ LIDO PAR!( BULKHEAD REPLACEPJlENT II RE NO _J_2.1S_tJ(f____ 11 ------+----i----------------------1--1--D~AiTL~-~--~f.::_2.= __ -;c/,i~ -i-'2_;~~-i-~:'.:. ===t----N_E_Vi __ ✓--P __ O_R:...T__:B~E=A..::C~H..:.,~C:::A..:.L:::!:F-=O..::R~N:IA=----JII DATE SY DESCf~l?TiON APP'O. I DC:S:Gl',E:.D :JRA'NN 1 CITY OF t~E\VPORT BEACH P-5148-S ·I ;, = APPROVED DAT( 12/15/92 PUBLIC WORKS DEPARH.'.H,T SHEE1 l-2 Of 5 j REVISIONS i I 11 I! H '1 I, !J ,, ii l II I i ' i == I r. - ' I ' I u JI " ' ' ----~--~ 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 SE SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND 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. ALL SPRINKLER HEADS SHALL SE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINf(LER HEADS AND VALVES FOR OPTIMUM COVERAGE 'NITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALL, ETC. THIS SHALL INCLUDE REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PHESSURE 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 RESPONSl131UTY. 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 1NORK. HE SHALL COORDINATE HIS \VORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LII.TERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. DO NOT WiLLFULLY INSTALL THE SPRINKLER SYSTEMS AS SHO\JI/N ON THE DRA\V!NGS WHEN IT IS OBVIOUS !N 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. ALL STATED GALLONAGES IN VALVE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERiFf THE AVAiLABl.E WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. PROVIDE A MINIMUM OF i!!" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVER ALL NON; PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS !S 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 POS,SIB~E AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHAc.L cE 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 FOP:., THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSLAPE. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. . ~ --= = ·---. IRRIGATION NOTES ""':ft lbl.SL[S-L l?§~f~@j.ye ij {;.~~t~)!lfil) . • •. ,, .-•.• .. ·~·,, Q,'4:tll;:iJ•lwg:., lb. lb ''ti ~". • • " TI• D ~ ('l~ !('(<; -(6 .,.,,, d~i :H'.D FENN5.L Et ASSOC1A'fES 925 N. OUVE ST. SANTA AHA, CA 92703 (714}541-5:239 FAX (714}541-6331 . I ,, II ti \! " I• I 11 Ii )j ' i I' 11 l ! ' i I I V V \I w V 'v □ 0 Q &::, EB CD l><l -·- .--! IRRIG1'.\TIOI\! LEGEND '= - i1/5/92 I ----------·--- ------------.. . I-·-.-----------· ----·- DATE BY I I DESCRiPf10N !v!F6 Toro T,:;rc Toro Tpro Mc?OElv 304-Cf0-00-05/AOJJ JOcJ-00-00-tJ5(AOJJ 305-IIZ-00-05fAOJJ 306-135-0CJ-05/AOJJ }07-l575-00-05(AOJJ 3!0-Zl5-0<J-(}5(Af,,1JJ 3l6-36(J-00-05fAOJJ 570C-6f'-F8-ZOO-AOJ-f'C 570C-Gf'-!Z-IZO !370C-6f'-IZH 6f'!vl 134 z,:::tJ /,!Jc} ZOi 235 3.35 536 /q !O fl f''! :::,, RAO OET 35 zr C }5 zr C .35 zr C 35 2( C 35 zr C • 35 zr 35 zr zo zo 10' zo 10-Tor,;, 6rhuc!J SF '7t!rr65 ehctric r,:Mrote co,'1trcl r,1/ve C C C ,:; [) E F /f,11i1.b1r.l #4 4 a~ick CtJ/Jf iitg r,1/re 11/ yellc11 hclait_r; Cc?Vt!r Nbco T .. t'3 3/4' Ci,ne v,1/rtJ Affroio"d ,tl,1111!ti1a -z· Cid~, 313 ?VC f"ip.t A1717raved lt1tert1! line -CLASS 200 f'VC f'pt! EXiSTING VALVE / / A: NEW VAL't'ES Si.':llVICl~lG m;:w cm:cuns R; t:E.w VALVES :m~.ivrci:m u1snm cmcrnrs ~ ~ --· APPROVEJ -tJ. d2 iz,L~ ------------ruBuc WORKS G,Rt.CTOR R E NO _/'2,JJ..(J,1L .... ---- DATf=" l2 :j£, -"l. "-· --·--- B 13 iJ,l\DSCAp,, {Sl 'ti) A. f°(A -1.pC' ~/,~°'?'~ v,,. o/ !J !:::: :z,, iifp 'c" ~\ '-" 1~1 ?:{,P' ,.. "" ..., ~' -I "' ., (( ' .:.: .J';, No 'i.'l.<;\ ~~ "l't· Of Cf>,\. \'<I) ~RR!GAT!ON rDETAlt.S C-2889 - UDO PARK B!JU(HEAD REPLACEMENT NEWPORT BEACH, CALIFORNIA ' OR.tswN P-5148-S 1, APP'D D[SIGNE.D l'JEVJPORT BEACH CITY OF ----·--,__ ___ L ________ -.... -· ----' -------------· . __ ,, __ ' -·-. SHE£T L-3 Q;~ 5--ij REVISIONS CH[::KED i)A rt. 12/15/92 PUBLIC WORKS DEPARTMENT -. I "r-··~· µ: ! ~l t.:.' J) ·"' ~~ '.J c, l' ····--· •••• ""1 I :- r ------ ii I I ---" - ~ i,I\ A I" ;_,._,.., ,_,'{--;(" i /i:;' 'l.-:; <'.';: ";';, • z"?:::,"' • ,-~ O' "' ,ti' .., '.A '-t .,, 4, ! I 1· f) 229~ I I o~ . __,~,~ r CAL If()'/,, SCALE: - I 10' ) I I I LEGEi\lD -1 --~~---~==---~----=-----------~-~- , ;?YM80t. tiVAN '7/Ze /30TAtlfCA/.. NAAfE CCJMWON NAME CO,Wf.!ENT':'l I I 0 4 0 * o· t?C Tri :>f' CtJtt/ng~ Or·o::d11th~,1rum lhrifvr:Jvm hdict1t~• "f'f'roxlmate aver11gt: ,:h17t.4 i11 i.ech,"' of rc,ioed 17/4inter octl m;;- SEE PLANT UST SHT.l-5 l For handling antl r6moval of 6Xt5tlng thnt 566 ciw! tlr,:1wit1g5. • I md t 6rldl, 11 ii u ' /lilFOKT 50/l C,?ntractor shall inport 7otf :1'7 rte.ce5'7ar;, t(:? attain ~pecilied .1r:1tlc:: (see gruding p/4111) THE TOP 18" ?hall meet the lcl!mnllq re4uiremtmt~: The 1;,o;/ 5ftal1 he r-d t1 ln;1f!e., ;,a,1d}1 ham ch11rachttr1 a-1d foe lree vl ro?;t5,, c/oJ5 .:md ~tcne;., pocket5 of co11r7e <;,1111/, fft>:Jd'?) tlei:rh., bn.1:>h and other litter It 5ht1!! not be infc?te:I wdh nematode; or other unde5irable i11ecr-s 1.md plant ./e-:,ea':Je orgat115m':?. t77port ;,oil -:,ha// meet the f ol!oirini, ad:l;tia11t1! re411lre,11e11t;: :1 ' A. :?,itttl, 50-801~. chy Z(Jt;; mt1ff'1mv.111., ,:;.,1.d 5J/t .30:;; t71&f!lrt1JIJ/. l?. Permeab:hx /fate: Not le:>? than 05 mt.:he? ,oe-r hour nor more th,111 2' 17er ho11r. A,tricvltural ':Jvit,:/JJ!ity The /m;tJrt ?t?t! ;;,,4121/ be 51,11ft1/;le fc) ':Just.1111 the het:/tr,y gro,rtl, of the f'kmto '7ft:cified ' -, , ' foe thnte1/ Orc1,an th6mt1llf "'t"t', A f t6r irT(tjt?tion 1r15 tt:1/!t1 tion and f1i1e-grt1di11g ht15 be-e11 ap17roved by the ENGIN~ER bu! trior to rlarrting. inc.t,:;/! jute mattthg c;;ver el7tire aret1 t(..'.? If ,,./ fiorif:,u11dtJi!l C-2889 i 11 lblblb 1c1;1~!~:L~ 1;', fo'§.::,§1'.sw.,;qn;:,;, :t;'(~l•~,1 ,J"c _,:-~ ;~ :Ji~._f1_!/;i~ I [biL 1 ~'il•,';J.~t.J r ,J~;f,J II If-.-... ,;i,1 •(•.I :1 ,;;,1,mwa:;; -iL ~-.;,,-r. PlANTl~'1G !PlAN I R::NNELL & ASSOCIATE$ 925 N. OUYE Si. SANTA ANA, CA. {714} 541-6329 FA){: {714} 541-6337 I APPROVED -4\ / ··~-_12_._t3}1L ___ LIDO PARI( BULKHEAD REPLACEMENT PUEUC WORKS DIRECTOR 20' \ RL NO _/2./1tYf. NE\I\.IPORT BEACH, CAUFORNlA DATL...__L~.1£.::_'f_7...,, I ! y I DES1GNED I DRAWN P-5·l48-S "" " DATE BY OF.SCRIPT!ON APP'D. ~I CITY or-NE\'JPORT BEACH i"=10'-0" I --- REVISIONS CHECKED ]°ATE 12/16/92 PUBLIC WORIIS DEPARTMENT SKEET l-4 0, 5 ' ' -,_....,..,,_.,,,.....,. ~ ----- I I il i ! I I I ! i 1 I I ' I ' I I I ' I ! !1 ... , ' I ' r·· !. ,..._,.' \ Tl "iJ' v I U1 -• '..J:: Co l ~n .,·' ~~ i ~c ' Sc_ _____ _ ' ! L [;'j ~ II l ti ,, j! ,I ti 'I I ' I I ii I t ~ I' u ' 1-iood Residua 1 Organic Amendment: Derived from rcd,mod, fir or cedar sawdust of standard qua 1 ity impregnated v,ith 1% nitrogen. 1. Particle size, dry weight basis: Percent Pass.ing 95-100 80-100 0-30 Sieve Size 6.35 mm (1/4 lro.) 2.38 mm (no. 8, 8 mesh) 500 micron (no. 35, 32 mesh) 2. Organic content as determined b:y ash ana 1 ysi s: Minimum 94% based on dry weight. 3. Chemistry: a .. r-Hnim~m 0 .. 8% nitrogen based on dry weight .. b., Minimum 0.,08/2 dilute acid soluble iron based on dry weight~ c .. Sa 1 inity sha 11 not. exceed 34'5 mi 11 imhos per centimeter as ~ea.sured ·in the saturation extract., I ' I ii ,, Ii Ii H I I ' FINISH GR.~OE-::::l 4 .. .,,.._- -~ II?' 1/2 X MINIMUM ROOTBALL DEPTH -- 2 X THE WIDTH OF ROOTBAlL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o~o 0 -=1 IT ,: . FERTILIZER TABLETS (SEE SPECS.) Dr½ --··1111c=1:£c._¥.t~~s;,;:r LU • J \ ~ :::,:~.,, ,= ~'"' \__ PUDDLE AND SETTLE BACKFILL PRIOR TO PLACEMENT OF SHRUB 0 0 0 0 0 0 0 0, 0 0 0 C , ' Q' • C , ', ' C o------o 0 0 0 0 0 0 C 0 0 0 0 "'-EDGE OF PAVING, WALK, WALL, ETC. 0 il i I II ! I I I I ' OVAi✓ 4 SIZE COTANICAl /\IA/WE OM • . .L /, •• , 1 oemx roepe,em1 5 gal lfafhiolepi'!> indica "Ballerina" COMldON NAME COMMENT'!;, 3' Overall Height hdia Hawthorn (redJ f:... ln'7tall jvte m12ttillg 1?11er entire ilre,1 ti? /Je planted with Oro'7ilflthemvm l/onP11nJ11m ?retare mix a,1::I bac/r !1iY ra15t·d tl1nter with the fcl!owir17 /lluterial 1. 2. 4. 5. 6. 7. 8. 9. Import ;;oil n Or41I1?1C t1mend111ent 6 tart,, /Jy volume 4 tt1rt,, by volume lb ::,h -!3 Co,1nmercial lerr1/;it-r Iron ';iv/fate A~1ricv!tt1rt1! 6yp;;vm I 1b. fC"f' cubic yartl 2 ffi,,. per cubic yard lO /b"'.' Fer cv!11c yard l::. FOR ORGANIC AMEND1t.ENT SPECIFICATION SEE DETAIL BOX 3 THIS SHEET SEE SPECIFICATIONS FOR ITEMS NOT COVERED ON THESE PLANS. QUANTITIES INDICATED ON PLANT UST 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. 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. BUDS AND BLOOMS ON ALL PLANTS MUST BE PROTECTED AT ALL TIMES INCLUDING TRANSPORTATION AND INSTALLATION. PLANT MATERIAL SHALL BE SHAPED AND PRUNED AFTER INSTALLATION AS DIRECTED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOH SHALL GUARANTEE SHRUBS AND GROUND COVERS FOR A PERIOD OF SIX (6) MONTHS AND TREES FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 1'\\!lSC,4p€ ~ \., . 4 k; /1.. F(,1· 1'c, 'l! j',J, -$- ,l i ~ -~ I ~..,,, ~ G,j-....1 <r" ,-17~. /J·c ;;p ,.,. "' is ~G ·v:. ,.., "" ~/\ •i hl ~ I. ~ J'74 No 'l.'l.'.4,,<::,%' t'f OF Cl\~ I i ' l ' l i l I ' l I PlANT~NG DETA~lS -llEGEND , :::::::::=-~~-:--=-========-=====· =~=--==='==~===~====i\..i _2~1=G_R=O=U=~=D_C=O=V=E=R=P=L=A=i\!=-T=IN=G=========-===;-·-·------·--· --~---'l PLA~TING NOTES=-~=~==.~-===;===·=-=--=-====· ====C=-=~=88=9=·==~=~=~· =!!II APPROVED I FENNELL t. ASSOCiATES 925 k OUYE ST, SANTA ANA, CA 92703 (714}541-8239 FAX (714)541-6337 LIDO PAR!< BULKHEAD REPLACEMENT ?UB~:C WORKS CiR!::C!OR R.E NO _L?,_@()~-. __ ___ DATL._. __ ,_L'2.~(,_,c "j_-z._ __ ·-----··+----+-. --··--------·· .. -·--------+------1----------~--------------~------ll D[5IGNEO CRAWN-CITY OF NE\'JPORT BEACH P-5148-S i, PUBLIC WORKS DEPARTMENT SHEET l-5 O; 5 ~ • -----' DATE BY DESCRiPflON i APP'O. -l -- NEWPORT BEACH, CALIFORNIA ~ l ! ,'<' r-. ···--....... , .... ·~, l Zi '".i : G> re l ;_:; l ;; I I~ fl ,-: I i ,, .,. ; •·: -,, ,, t 0 ' i ";-; \ '.;_-; ' ' i t• l " : c.' i :,: I _, ,. L I,\ """ --1 ~ • I, "' " ' ; ; .,· • l I -0 i en --t Oo t (I' j